HomeMy WebLinkAbout2007-192
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2007-192
Being a By-law to authorized a contract between the Corporation
of the Municipality of Cia ring ton and Boyle Excavating,
Bowmanville, Ontario for the Stevens Road Extension Project.
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, Boyle Excavating Ltd., Bowmanville, Ontario, and said
Corporation; and
2. THAT the contract attached hereto as Schedule "A" form part of the By-law.
By-law read a first and second time this 24th day of September, 2007.
By-law read a third time and finally passed this 24th day of September, 2007.
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CORPORATION OF THE
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION, ARENA ENTRANCE
AND REGIONAL ROAD NO. 57 WIDENING,
BOWMANVILLE
CONTRACT NO. CL2007-20
AUGUST 2007
~~
architects
planners
TSH NO. 12-29561-02
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: BOYLE EXCA V A T1NG LTD.
of the Regional Municipality of Durham and Province of Ontario
hereinafter called the 'Contractor"
THE PARTY OF THE FIRST PART
- and-
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
hereinafter called the 'Purchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or payments
specified in the tender for this work hereby agrees to furnish all necessary machinery, tools, equipment, supplies,
labour, and other means of construction and, to the satisfactIOn of the Engineer, to do all the work as described
hereafter, furnish all the materials except as herein otherwise specified, and to complete such works in strict
accordance with the plans, specifications and tender therefore, all of which are to be read herewith and form part
of this present agreement as fully and completely to all intents and purposes as though all the stipulations thereof
have been embodied herein.
Page I of3
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
Stevens Road Extension and Regional Road No. 57 Widening, Bowmanville, Contract No. CL2007-20
Addendum No. I dated September 4, 2007
A.
TENDER FORM: General
Itemized Bid
Bonds
Schedule of Tender Data
STANDARD TERMS AND CONDITIONS
SCHEDULE 'C' - CONTRACTOR'S SAFETY
INSTRUCTIONS TO TENDERERS
SPECIAL PROVISIONS - GENERAL
SPECIAL PROVISIONS - TENDER ITEMS
DESIGN GUIDELINES
STANDARD DRAWINGS
PLANS: Drawings No. 1- 17, SI, EI and E2
ST ANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the Ontario Provincial Standard Specifications and the Municipality of Clarington
Specifications.
B.
C.
D.
E.
F.
G.
H.
I.
J.
OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 405 Nov. 2005 540 April 2007 604 Nov. 2004
128 Apr. 2006 407 Nov. 2004 552 Nov. 2002 609 Am. 2003
201 Nov. 2003 410 Nov. 2006 570 Aug. 1990 610 Nov. 2006
206 Nov. 2000 421 Apr. 1999 571 Nov. 200 I 614 Seot. 1984
310 Nov. 2004 501 Nov. 2005 572 Nov. 2003 615 Nov. 2006
314 Nov. 2004 506 Nov. 2005 577 Nov. 2006 616 Nov. 200 I
351 Nov. 2005 510 Nov. 2006 602 Mar. 1993 617 Nov. 2005
353 Nov. 2006 532 June 1991 603 Mar. 1993
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K. GEOTECHNICAL INVESTIGATION
L. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
All Plans and Documents referred to in the Specifications.
The Contractor further agrees that he will deliver the whole of the works completed in
accordance with this agreement on or before December 14, 2007.
IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the Contractor
for all work done, the unit prices on the Tender.
This agreement shall enure to the benefit of and be binding upon the heirs, executors,
administrators and assigns of the Contractor and on the heirs and successors of the Purchaser.
Page 2 of3
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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: BOYLE EXCA V A TING LTD.
Q~~/
Sc~/ ~/-07
in the presence of
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Date
Date
SIGNED and sealed by the Purchaser: THE CORPORATION OF THE MUNICIPALITY OF
CLARINGTON
in the presence of
P:\12-2956I-02\Specs\AGR.doc
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Date 8.e.p-i.e.........kLa1 6l~ 2007
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Date
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
BOWMANVILLE
ADDENDUM NO.1
Contractors are hereby advised of the folIowing modifications to Contract No. CL2oo7-20:
1. ITEMIZED BID
Item No. A3 - Earth Excavating - The quantity shalI be revised to "6.051" mJ
Item No. A9 - Concrete Curb and Gutter (AII Types) - The quantity shall be revised to" 1.030" m
Item No. AI6 - in the description delete "600 mm x 600 mm" and replace with "600 mm x /200 mm"
Item No. A23 - Removal of Curb and Gutter - The quantity shalI be revised to "47" m
Item No. All, Al2, A13, AI4 and 2.01.02 - in the description delete "Granular BackfilI" and replace with
"Native Backfill".
The following Item shall be added to Section 0:
Item No.
AI8
Snee. No.
SP
Unit Ouantitv Unit Price
m2 38
Total
Description
Durahold Retaining WalI
(F ace Area)
2. SPECIAL PROVISIONS - TENDER ITEMS
Under ORDER OF PRECEDENT, add the following:
"All works for Part D: Regional Road 57 must be constructed to the satisfaction of the Regional
Municipality of Durham, according to the Regional Municipality of Durham Construction
Specifications. "
EARTH EXCA V A TION (GRADING) - ITEMS NO. A3, C2 AND 01
Page I, add the folIowing bullet:
. "Excavation ofwidenings shall be benched as per OPSD 208.010 where required (steeper than 3H:1V) "
Page 2, revise the excavation table for Part A as follows:
"Earth Cut (excluding stripping)
Stripping
Fill required road works
3,918 "r
2,133 "r
3,561 m3"
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
2of9
ADDENDUM NO.1
HOT MIX, H.L.- I, H.L.-3 and H.L.-8 -ITEMS NO. A4, AS, C3, C4, D2 AND D3
Page 2, add the following:
"OPSS 310 is amended by the addition ofthefollowing new Section:
310.04
SUBMISSION AND DESIGN REQUIREMENTS
310.04.01
Asphalt Pre-Placement Meeting
An Asphalt Pre-Placement Meeting wiU be conducted one week prior to placement of any hot mix
. asphalt to review granular material grades, mix designs, quality control and quality assurance, proposed
scheduling, construction methods and any other issues either the Contractor or the Contract
Administrator may wish to discuss related to supply and placement of hot mix asphalt As a minimum,
attendance at the Asphalt Pre-Placement Meeting will include the Contract Administrator, the
Contractors' Site Superintendent and a representative of the Contractor's Asphalt Subcontractor, if
applicable.
Subsection 310.07.03 ofOPSS 310 is deleted and replaced with thefoUowing:
All abutting edges of existing pavement shall be prepared in accordance with RMDSD S-501 and vertical
faces ofjoints shall be tack coated prior to placement of new asphalt Tack coat shall be placed by the
use of a mechanical (pump driven) spray wand that has the capabilities of being heated for cold weather
operation applying the tack coat in a consistent, uniform application. AU longitudinal joints and
transverse joints are to be tack coated prior to placement of the adjacent pass of asphalt to commence at
the beginning and throughout the contract The tack coat shall be applied sufficiently ahead of paving
operations to allow for curing tD a proper condition of tackiness. Failure to have equipment to apply the
tack coat in this manner will hold up commencement of the paving operations.
Note: Hand painting of the tack coat is not an acceptable application method.
Subsection 310.07.05.01.01 is amended by the deletion of the existing paragraph and its replaced with the
following:
To ensure mix compliance, the Contractor shaU conduct daily testing of all asphalt being produced for
quality control purposes. The Contractor shall be responsible for the necessary process control testing
during hot mix production, placement and compaction, and any necessary adjustments, to produce
uniform, qualified hot mix.
The Contractor is responsible for obtaining all samples. The samples shall be taken in the field using
sample plates and following current MTO sampling test procedures. Samples shall be used to determine
compliance to asphalt cement content, aggregate gradation, Marshall air voids, Marshall flow, voids in
mineral aggregate, and Marshall stability requirements. The Contract Administrator will determine the
location of each random sample and inform the Contractor prior to the sample being token by the
Contractor. The Contractor shall take one plate sample for quality control purposes, one sample for
quality assurance purposes and one sample for potential referee testing in an appropriate container.
The Contract Administrator may apply security seals to the samples prior to transportation. The quality
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
30C9
ADDENDUM NO.1
assurance and potential referee samples shall be delivered to the Contract Administrator within 4 hours
of sampling dme.
The minimum frequency of tesdng for asphalt cement content, aggregate gradation and Marshall
Stability compliance is based on Table 6 ofOPSS 310 November 2004. Additional tesdng may be
requested by the Contract Administrator.
For work on Regional Road 57 QC test results shall be forwarded to the Region and Contract
Administrator within 2 working days from the dme of sampling. Results shall be faJU!d to the Region's
Materials Tesdng Lab at 905-655-4067 (Anention: Mr. Joeman Ng, P.Eng.) and a copy faJU!d to the
Contract Administrator. Bi-weekly summaries of all test datll shall be emailed to the Region's Materials
Tesdng Lab and the Contract Administrator for the purpose of review at bi-weekly project meetings.
Subsecdon 310.07.13 ofOPSS 310 is tkleted and replace with thefollowing:
Each course after final compaction shall be smooth and true to the established crown and grade and the
surface of each course shall be free from deviadons exceeding 3 mm as measured in any direction with
a 3 m straight edge. Poor rideability (roughness) resulting from pavement surface irregularity shall be
cause for immediate work stoppage and shall require Contractor assessment of the cause for such
deviadon in profile and correcdon at the Contractar's expense.
Localized areas exhibiting surface variance exceeding the above mentioned tolerance shall be removed
and replaced with the same hot mix asphalt to achieve a smooth longitudinal and lateral profile with
adjacent acceptable surfaces.
Where surface irregularides exceeding these limits are evident over longer lengths (e.g. at start-up of
trucks emptying load into paver or at end of loading each truck) the Contractor shall be required to cold
plane the full width and length of unacceptable pavement. Alternatively, subject to approval by the
Contract Administrator, the Contractor may overlay the unacceptable pavement (if applicable) for a
condnuous length covering all irregularities to provide the required profile.
Subsection 310.07.14 ofOPSS 310 is deleted and replaced with thefollowing:
Each course after final compaction shall be of uniform texture and shall be free of segregation (as
defined by MTO),fat spots, oil spills or any other defects. Subject to approval by the Contract
Administrator, areas of medium segregation may be left in place for binder courses, but are considered
defective areas for surface courses. Areas of severe segregation are considered defecdve areas for both
binder and surface courses. Defecdve areas shall be removed and replaced by the Contractor with
acceptable hot mix of the same type and compacted to the satisfacdon of the Contract Administrator, all
at the Contractor's cost.
When segregation is observed by the Contractor Administrator, the Contractor shall be immediately
nodfied verbally, followed up by written notification. The Contractor shall take immediate correcdve
action. If the segregation continues the Contract Administrator may then issue a Stop Work Order until
the problem is corrected.
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARlNGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
40f9
ADDENDUM NO.1
If segregation becomes evident within the warranty period (e.g. consistent segregated patches within 50
to 80 m spacing) the Contractor shall remove and replace the segregated areas or, upon consent of the
Contract Administrator, place a 40 mm overlay of same mix over the segregated pavement surface for
the length of the segregated area. Corrective measures shall be performed during the warranty period
at the Contractor's expense.
Subsection 310.08.01 is amended by the addition of the following:
The Contract Administrator will conduct quality assurance testing at afrequency deemed necessary by
the Contract Administrator for the purpose ofverijication of mix compliance. Where there is variance
between the QC and QA results, the Contract Administrator will initiate referee plate sample testingfor
the purpose of dispute resolution. Results of the referee testing shall be used to assess the degree of
remedial action required if applicable. All associated costs required to conduct the referee testing will be
the responsibility of whomever has the results that do not concur with the referee test results.
Where the hot mix asphalt supplier fails to consistently produce asphalt'that meets the specifICations,
the Contract Administrator shall have the right to refuse further material from the supplier until mix
specifications are verified for compliance. Alternatively, the contractor may be required to obtoin hot
mix asphalt material from another supplier.
Subsection 1150.04.01.01 c) ofOPSS 1150 shall be deleted and replaced with thefollowing:
Up to 20% by mass of RAP shall be permitted for HL 8 binder mixes.
Subsection 1150.08.01 is amended by the deletion of the existing paragraph and its replacement with the
following:
The Contractor shall, upon request, allow the Contractor Administrator or his representotive the right
to enter upon the premises of any of the material manufacturers, suppliers, plants, laboratories, or
equipment for purposes pertaining to the work, to carry out such inspection, sampling and testing as
specified or as requested by the Contract Administrator or his representotive. The Contractor shall,
upon demand, provide the Region with copies of daily batch weights for any mixes that have been
placed and any information that relates mix types to batching weights and/or confirms the percentage of
each material used in each mix where applicable.
OPSS 1150 Table 6 Marshall Stability - Mix Design Criteria for all Paving Mixtures shall be amended as
follows:
HL 1 surface course shall have a Minimum Marshall Stobility of l1,OOON@60 oC
HL 8 binder course shall have a Minimum Marshall Stability of 10,500N@60 oC
HDBC shall have a Minimum Marshall Stobility of 12,500N@ 60 oC"
PAVEMENT MARKING - DURABLE (Provisional) - ITEMS NO. A25 AND 012
Page 5, delete the second and third sentences of the first paragraph. Add the following:
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
50f9
ADDENDUM NO.1
"The work under this tender item shall include the supply and application of field-reacted, two
component polymeric pavement marking material by the extrusion (screed) method in accordance with
the manufacturer's specifications, at locations as directed by the Contract Administrator.
The work shall be performed in accordance with the manufacturer's recommendations, which shall
include the use of a qualified firm, trained and licensed by the material manufacturer.
The work also involves the protection of workers and the traveling public by means of adequate traffic
control in accordance with Ontario Traffic Manual Book 7 -Temporary Conditions (March 1001). The
Contractor must obtain a Road Occupancy Permit from the Region of Durham Works Department
prior to commencement of work.
Polymeric materials shall meet the requirements ofOPSS 1714. Acceptable products are Lafrent:
System 400, or products on MTO's DSM listing (see DSM #5.85.43, download list at
http://www.roadauthorlty.comlfilesIDSM/D58543.pdf). Spray method and products are not acceptable.
Glass beads shall meet the requirements ofOPSS 1750. Acceptable manufacturers are those listed on
MTO's DSM listing (see DSM #5.85.38, down/oad list at
http://www.roadauthorlty.comlfilesIDSM/D58538.pdf). The Contractor shall note of Subsection
1714.05.04 ofOPSS 1714, which requires both premixed and surface applied glass beads for the screed
application method.
Any applications which fail to meet the service requirements specified in OPSS 1714 shall be
completely removed and replaced by the Contractor within first two (1) years (all labour, materials,
mobilization, etc. included).
All pavement markings must be started within 1 Working Days of completion of the final lift of base
course asphalt
All pre-marking shall be performed by the Contractor and inspected by the Contract Administrator
prior to application of permanent pavement markings.
Measurement for Payment
Subsection 531.09.01.01 is amendedfor pavement marking lines wider than 10 cm. For these items,
measurement for payment shall be actual horizontal length in metres, excluding gaps, regardless of
width. Separate tender items are provided for each line width required. "
Add the following Special Provision to the Tender Items section of the Contract:
"DURAHOLD RETAINING WALL -ITEM NO. D18
Under this Item and for the Contract price, the Contractor shall supply all labour, equipment and
materials required to complete the following works in accordance with the Contract Drawings and
Drawing RW-l, RW-l and RW-3 provided by Risi Stone and to the satisfaction of the Engineer:
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
60f9
ADDENDUM NO.1
a) All excavation (related to wall, base and backfill as shown on RW-l) as required;
b) Dewatering as required to complete the work;
c) All backfill and compaction as required in accordance with the drawings;
d) Clean-up and all incidental.
The Durahold retaining wall shall extendfrom approximately Sta. 10+022.5 to Sta. 10+039.9. The wall
shall be constructed as per the drawings provided by Risi StOIW-
Any damage caused by the Contractor's operations to the surrounding property shall be repaired by the
Contractor at no additWnal cost to the Municipality and to the complete satisfaction of the Engineer.
Materials excavated under these Items which are surplus to or unsuitable for the fill requirements shall
be disposed of by the Contractor at his own expense, and to the satisfactWn of the Engineer.
The unit price for the precast retaining wall will include the following work, as shown on the Drawings
and as directed by the Engineer:
a) All execution of the gravity and geogrid reinforced precast concrete segmental retaining walls called
for or implied by the drawings and specifications, together with all necessary incidentals whether
referred to or not, as will be required to complete the work to the full intent and meaning of the
drawings and specifICations. The work includes but is not limited to the following:
. The design, inspection and certification of the precast retaining wall by a qualified professional
Engineer, licensed in the Province of Ontario.
· Supply and instaOation of precast concrete retaining wall complete with geogrid reinforcing as
required to suit site soil, geometric and loading conditions.
b) The Retaining Wall Design Engineer is to be a Professional Engineer Registered in the Province of
Ontario with at least 5 years experience in the design of precast concrete segmental retaining walls.
The Retaining Wall Design Engineer shall perform the following tasks:
· Produce sealed construction drawings and detailed design calculations for review.
. Review the site soil and geometric conditions to ensure the designed wall is compatible with the
site prior to constructWn.
. Carry out periodic inspections during construction to ensure conformance with the design
drawings and submit inspection reports to the Owner during construction.
. Provide the Owner with a CertifICate of Conformance at the completion of construction certifying
that the retaining walls were constructed in accordance with the design drawings and current
industry standards.
The retaining wall shall be designed in accordance with the NatWnal Concrete Masonry Associations
Design Manualfor Segmental Retaining Walls. The walls shall be designed to suit the soil
conditions, geometric dimensions and loading conditions shown on the drawings.
c) E=avation to the lines and grades as shown on the drawings, including disposal of all surplus
excavated materials. If after excavating to the elevatWn shown on the drawings, the material
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARlNGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
70f9
ADDENDUM NO.1
encountered should prove unacceptable to the Engineer as a foundation, the contractor shall
perform additional excavation as directed by the Engineer.
d) Supply and placement of the Granular" A" base including compaction. The Granular 'A' base is to
be placed on undisturbed native soil I bedrock with an allowable bearing capacity not less than 100
kPa. The soil bearing capacity is to be verified by the Engineer prior to placing the Granular 'A '
base.
The Granular 'A' base is to be compacted to not less than 98% Standard Proctor Maximum Dry
Density. Compaction of the base is to be tested by a qualified testing aud inspection company prior to
placing the first course of precast units.
e) The supply and pllleement of the precast concrete stone units and coping units, as shown on the
drawings and as directed by the Engineer. The units shall be "Durahold" as manufactured by
Unilock or reviewed equivalent, with standard units and coping units.
INSTALLATION OF PRECAST UNITS:
. The precast stone units shall be insto/led as per the manufacturer's recommendations.
· The bottom course of units are to be levelled to meet the tolerances specified herein. The battom
course of units ll1'e not to be installed until the compaction of the Granulll1' 'A' base has been deemed
acceptable by the Engineer.
· No cracked or chipped units are to be installed. Any damaged units are ta be removed if requested by
the Engineer.
· The Joints between adjacent units should align with the middle of the unit abave and be/ow to create
a running band.
. The Contractor shall check the level of the wall with each lift to ensure that no gaps are formed
between successive lifts. Care shall be taken to ensure that the precast concrete stone units and
geotextile ll1'e not broken or damaged during handling and placement The units shall be installed as
shown on the drawings.
CONSTRUCTION TOLERANCES
. Vertical Control: % 30 mm maximum over a 3 metre distance: 75 mm maximum.
. Horizontal Control:- Straight Lines: % 30 mm over a 3 metre distance: 75 mm maximum.
. Rotation: % 2.0' from design wall batter.
. Bulging: 25 mm over a 3 metre distance.
j) The supply and placement of Geogrid Reinforcement The geogrid reinforcement shall be a Polymer
grid structure having tensile strength and durability properties that are suitable for soil
reinforcement applications and are compatible with the precast concrete retaining wall units. The
approximate quantity ofGeogrid reinforcement is 160 mI.
. The Geogrid is ta be installed at the locations shown on the retaining wall design drawings.
. The Geogrid is to be placed with the strong direction perpendicular to the wall face.
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CONTRACT NO. CLZOO7-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
80C9
ADDENDUM NO.1
. The Geogrid must be pre-cut to the length shown on the retaining wall design drawings and must
be placed within 15 mm of the front face of the precast waU units to ensure maximum connection
between geogrid and waU facing.
· The Geogrid is to be placed on a flat level suiface and is to be pulled tight and held in place with
wooden stakes or other approved methods prior to placing backfill on top of the geogrid.
g) The supply and instollation of peiforated sub-drain pipe complete with filter cloth. The subdrain
pipe shall be HPDE or PVC peiforated pipe with a minimum diameter of 100 mm, protected with
geotextile filter cWth to prevent the migration of soil particles in the pipe. The subdrain pipe shall be
placed behind the retaining wall face, accurately aligned and securely coupled and laid at a
minimum gradient of 1% to ensure adequate drainage to free oudets. Only standard fittings for
bends, caps and intersections shaU be used.
The unit price shall also include all labour, equipment and ItUIterials to outlet the free emIs of the
subdrain pipe to the outside face of the retaining wall inclu4ing saw cutting of the blocks as required,
as shown on the drawings and as directed by the Engineer.
h) Supply and instaUation of geotextiIe filter cloth as shown on the drawings and as directed by the
Engineer. Geotextile filter cloth shall be placed from the lowest point upward. Each section of fabric
shall overlap the preceding section a minimum of 600mm.
i) Supply and placement of 19 mm Clear Stone backfill including Geotextile as noted above.
Heavy compaction and construction equipment shall not be allowed to operate within 1500 mm of
the back face of the retaining waiL The Contractor shall monitor the retaining wall for outward
rotation and movement during backfilling operations. The Contractor shall notify the Engineer
immediately ifwall movement occurs during backfilling which exceed the maximum allowable
tolerances noted above. "
3. DRAWINGS
Drawings 11 and I3
The "Grading Limits" line shall be offset approximately 3 m towards the property line from what is shown on
the drawings from Station 9+845 to 9+965 (both sides).
Drawing 14
The retaining wall shall start at station 10+022.5 and end at station Ip+039.9.
Add the following to the note regarding the retaining wall:
... see detail "preliminary drawings R W-I, RW-2 and RW-3" (attached and e-mailed)
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CONTRACT NO. CL2007-20
MUNICIPALITY OF CLARINGTON
STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING
90f9
ADDENDUM NO.1
Revise the Guide Rail note as follows:
"Guide Rtlif (O.P.S.D. 912130) with end tretltment (O.P.S.D. 912.531) north end"
Barrier curb O.P.S.D. 600.110 shall be provided around the outside of work related to the police station
access and parking lot
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH
Engineers Architects Planners
5 \3 Division Street
Cobourg, Ontario K9A 5G6
September 4, 2007
P:\ 12-29561-02\SpecsIADD I.doc
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
P:\lZ.29561-02\Specs\22350- TF -SignDocs.doc
TENDER FOR CONTRACT NO. CL2007-20
STEVENS ROAD EXTENSION, ARENA ENTRANCE AND
REGIONAL ROAD NO. 57 WIDENING, BOWMANVILLE
CORPORA nON OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A 5G6
Telephone: 905-372-2121 Fax: 905-372-3621
Bovle Excavatinl! Ltd.
Name
2663 Concession Road 8
Bowrnanville. Ontario LlC 3K6
Address (include Postal Code)
Tel: 905-263-2226 Fax: 905-263-2070
Telephone and Fax Numbers
David A. Bovle
Name of Person Signing
President
Position of Person Signing
Mrs. Patti Barrie, Clerk
Corporation of the Municipality ofClarington
40 Temperance Street
BOWMANVILLE, Ontario.
LlC 3A6
Page I of 12 pages
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TENDER
CONTRACT NO. CL2007-20
To:
The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re:
Contract No. CL2007-20
Stevens Road Extension, Arena Entrance and Regional Road No. 57 Widening,
Bowmanville
Dear Mayor and Members of Council:
The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as
part of the work to be done under this Contract. The Contractor understands and accepts the said Plans,
Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all
machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in
the Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and
Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely if found not to be required.
Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made
payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the
Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a 100%
Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from the date of
receipt of Notice of Acceptance of the Tender.
Notification of acceptance may be given and delivery of the form of Agreement made by prepaid post, addressed
to the Contractor at the address contained in this Tender.
Page 2 of 12 pages
- "-
I ITEMIZED BID CONTRACT NO. CL2007-20
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007 -20 for the following unit prices.
Spec. No. The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
I SP Refers to Special Provisions
(P) Plan Quantity Payment Item
MOC Municipality of Clarington Design Guidelines and Standard Drawings
I RMDCS Regional Muni<:ipalityofDurham Construction Specifications
I AI7 407 1200 mrn Dia. Precast Maintenance ea 5 3,465.00 17,325.00
SP, MOC Hole
I AI8 407 Stormwater Management Structure LS 34,316.00 34,316.00
SP
AI9 501 Water for Compaction and Dust J 450 8.90 4,005.00
m
I Control
A20 506 Calcium Chloride Flake kg 3,400 0.82 2,788.00
I A2l SP Sawcutting Asphalt m 45 4.30 193.50
A22 510 Removal of Sidewalk 2 35 8.90 311.50
m
I SP
A23 510 Removal of Curb and Gutter m 47 8.90 418.30
SP
I A24 SP, MOC Provisional Item 3 20 44.70 894.00
m
H.L.-8 Blend Clear Stone Bedding
I with Geotextile
A25 532 Provisional Item
SP, MOC Pavement Markings - Durable
I a) 100 mrn Width m 465 3.00 1,395.00
b) 600 mrn Stop Bars m 12 27.00 324.00
I c) Traffic Symbols ea 4 27.00 108.00
I A26 570 Topsoil from Stockpile or Imported 2 6,000 3.80 22,800.00
m
SP, MOC
A27 571 Sod, Nursery (Unstaked) , 6,000 1.20 7,200.00
m
I SP, MOC
A28 572 Provisional Item , 500 0.40 200.00
m
SP, MOC Seed and Mulch
I A29 SP Provisional Item
Supply and Installation of Plant
I Material
a) Acer campestre (Hedge ea 14 472.00 6,608.00
Maple), 60 mrn WB
I b) Celtis occidentalis (Hackberry), ea 14 410.00 5,740.00
60 mrn WB
I Page 4 of 12
I ITEMIZED BID CONTRACT NO. CL2007-20
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007-20 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
Mac Municipality of Clarington Design Guidelines and Standard Drawings
I RMDCS Regional Municipality of Durham Construction Specifications
I c) Cornus racemosa Std. (Gray ea 14 373.00 5,222.00
Dogwood - tree form), 50 mm
I WE
d) Corylus colurna (Turkish ea 14 410.00 5,740.00
Hazel), 60 mm WB
I e) Crataegus crus-galli inermis ea 14 348.00 4,872.00
(Thornless Cockspur
Hawthorn), 60 mm WE
I f) Ginkgo biloba (Maidenhair ea 14 559.00 7,826.00
Tree), 60 mm WB
I g) Gleditsia triacanthos 'Skyline' ea 14 410.00 5,740.00
(Skyline Honeylocust), 60 mm
WB
I h) Viburnum lentago Std. ea 14 373.00 5,222.00
(Nannyberry - tree form),
50 mm WE
I A30 SP Excavate for Utility Verification ea 2 1,371.00 2,742.00
I A31 SP, MOC Temporary Dead-End Barricades ea 810.00 810.00
Total Part A (Carried to Summary) 597,670.20
I PART 'B': STEVENS ROAD - SANITARY SEWER AND APPURTENANCES
I 2.01 RMDCS Pipe (Not Including Restoration)
SP
2.01.02 RMDCS, 200 mm Dia. PVC DR35 Sanitary m 127 183.00 23,241.00
I SP Sewer, Incl. Excavation, Class 'P'
Bedding and Native Backfill
2.04 RMDCS Maintenance Holes
I SP
2.04.04 RMDCS, Break into Existing Maintenance LS 2,736.00 2,736.00
SP Hole S I and Rebench
I 2.04.08 RMDCS, 1200 mm Dia. Precast Maintenance ea 4,150.00 4,150.00
SP Hole
I Total Part B (carried to Summary) 30,127.00
I Page 5 of 12
I ITEMIZED BID CONTRACT NO. CL2007-20
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007-20 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
MOC Municipality ofClarington Design Guidelines and Standard Drawings
I RMDCS Regional Municipality of Durham Construction Specifications
I PART 'C': ARENA ENTRANCE (Provisional Location) - DELETED
I CI 201 Clearing and Grubbing LS Deleted
SP, MOC
C2 206 Earth Excavation (Grading) mJ 1,151 Deleted
I SP, MOC
C3 310 Hot Mix, H.L.-3 20 Deleted
SP, MOC
I C4 310 Hot Mix, H.L.-8 t 120 Deleted
SP, MOC
C5 314 Granular 'A' t 450 Deleted
I SP, MOC
C6 314 Granular 'B', Type I t 750 Deleted
SP, MOC
I C7 351 Concrete in Sidewalk , 190 Deleted
m
SP, MOC
C8 353 Concrete Curb and Gutter (All m 250 Deleted
I SP, MOC Types)
C9 405 100 mm Dia. Perforated Corrugated m 250 Deleted
I SP, MOC Pipe Subdrain with Geotextile
CIO 410 200 mm Dia. PVC DR35 Catchbasin m 26 Deleted
SP, MOC Leads, Inc!. Excavation, Embedment
I and Granular Backfill
Cll 407 600 mm x 600 mm Precast ea 2 Deleted
SP, MOC Catchbasin
I Cl2 501 Water for Compaction and Dust m3 65 Deleted
Control
I C13 506 Calcium Chloride Flake kg 670 Deleted
Cl4 SP Sawcutting Asphalt m 70 Deleted
I
Cl5 510 Removal of Sidewalk m' 50 Deleted
SP
I CI6 570 Topsoil from Stockpile or Imported , 950 Deleted
m
SP, MOC
Cl7 571 Sod, Nursery (Unstaked) , 950 Deleted
m
I SP,MOC
Total Part C (carried to Summary) Deleted
I Page 6 of 12
I ITEMIZED BID CONTRACT NO. CL2007-20
I In accordance with the first paragraph of this Tender, the Contractor herehy offers to complete the work specified for
Contract No. CL2007-20 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
MOC Municipality of Cia ring ton Design Guidehnes and Standard Drawings
I RMDCS Regional Municipality of Durham Construction Specifications
I PART'D': REGIONAL ROAD 57
I 01 206 Earth Excavation 3 2,360 8.90 21,004.00
m
SP,MOC (P)
02 310 a) HotMix,H.L.-1 300 107.50 32,250.00
I SP, MOC b) Hot Mix, H.L.-3 50 162.00 8,100.00
t
I D3 310 Hot Mix, HOBC H.L.-8 t 400 102.10 40,840.00
SP, MOC
04 314 Granular 'A' t 1,150 17.76 20,424.00
I SP, MOC
05 314 Granular 'B', Type I t 4,500 9.60 43,200.00
SP,MOC
I 06 353 Curb and Gutter (All Types) m 50 43.70 2,185.00
SP, MOC
07 405 100 mm Oia. Perforated Corrugated m 50 17.20 860.00
I SP, MOC Pipe Subdrain with Geotextile
08 421 Remove and Replace Entrance m 8.5 104.00 884.00
SP Culvert
I 09 501 Water for Compaction and Oust m3 280 8.90 2,492.00
Control
I 010 506 Calcium Chloride Flake kg 1,050 0.80 840.00
011 SP Sawcutting Asphalt m 730 4.30 3,139.00
I 012 532 Provisional Item
SP, MOC Pavement Markings - Ourable
I a) 100 mm Width m 2,000 3.00 6,000.00
I b) 600 mm Stop Bars m 10 27.00 270.00
c) Traffic Symbols 18 27.00 486.00
ea
I 013 570 Topsoil from Stockpile or Imported 2 2,500 3.80 9,500.00
m
SP, MOC
I 014 571 Sod, Nursery (Unstaked) 2 2,500 2.50 6,250.00
m
SP, MOC
015 552 Steel Beam Guiderail m 68 130.00 8,840.00
I SP
Page 7 of 12
I ITEMIZED BID CONTRACT NO. CL2007-20
I In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007-20 for the following unit prices.
I Spec. No. The numbers in this column refer to the applicable issue ofthe Ontario Provincial Standard Specifications
SP Refers to Special Provisions
(P) Plan Quantity Payment Item
MOC Municipality of Clarington Design Guidelines and Standard Drawings
I RMDCS Regional Municipality of Durham Construction Specifications
I DI6 577 Provisional Item
SP, MOC Siltation Control
I a) Light Duty Silt Fence Barrier m 100 20.00 2,000.00
(Temporary)
b) Straw Bale Flow Check ea 5 52.00 260.00
I
DI7 310,510 Partial Depth Asphalt Removal , 1,300 1.20 1,560.00
m
I SP (40 mm)
DI8 SP Durahold Retaininl! Wall c/w m' 38 1,026.00 38,988.00
Geotextile Grid Tie-Bact,s (face
I area)
Total Part D (carried to Snmmary) 250,372.00
I PART 'E': ELECTRICAL WORKS
I EI 602 Electrical Handholes
SP a) 300 mm Dia. ea 5 546.00 2,730.00
I E2 603 Rigid Ducts, Direct Buried
SP a) 1-50mm m 913 17.00 15,521.00
I a) 1-100 mm m 33 37.00 1,221.00
E3 603 Rigid Ducts, by Subsurface
I SP Installation
a) 1-100mm m 41 113.00 4,633.00
I E4 604 Low Voltage Cables in Ducts m 495 5.00 2,475.00
SP a) #6 AWG
E5 604 Low Voltage Cables in Ducts m 2,212 4.00 8,848.00
I SP a) #8 AWG
b)#2AWG m 15 11.00 165.00
I E6 609 Ground Wires
SP a) #6 A WG Insulated m 987 5.00 4,935.00
I b) #6AWG Bare m 10 5.00 50.00
I Page 8 of 12
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ITEMIZED BID
CONTRACT NO. CL2007-20
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2007-20 for the following unit prices.
Spec. No.
SP
(P)
MOC
RMDCS
The numbers in this colurrm refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Municipality ofClarington Design Guidelines and Standard Drawings
Regional Municipality of Durham Construction Specifications
F3
RMDCS, Contractor Docnmentation
SP
Bonds, Insurance and Maintenance
Security
LS
15,552.00
15,552.00
Total Part F (carried to Snmmary)
19,688.00
PART 'C': PRICE ADJUSTMENT - ASPHALT CEMENT
GI
SP
Asphalt Cement Price Adjustment
LS
5,000.00
Total Part G (carried to Snmmary)
5,000.00
SUMMARY -
Total Part A - Stevens Road Extension
Total Part B - Stevens Road Sanitary Sewer
Total Part C - Arena Entrance
Total Part D - Regional Road 57
Total Part E - Electrical Works
Total Part F - General Items
Total Part G - Asphalt Cement Price Adjustment
597,670.20
30,127.00
Deleted
250,372.00
II 8,787.00
19,688.00
5,000.00
Total (excludin CST)
CST (6% of Total)
Tenderer's GST Registration No. RIOI279420
P:\12- 29561-02\Specs\[ CL2007 - 20-ItemBid-SignDocS_)lls]SignDocs
Page 10 of 12
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AGREEMENT TO BOND (to be completed bv Bondine Company)
CONTRACT NO. CL2007-20
Bond No.: 64022420-15
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
Dave Bovle Excavating Ltd.
in a Performance Bond totaling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a Labour
and Material Payment Bond totaling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and
conforming to the Instruments of Contract attached hereto, for the full and due performance of the works shown or
described herein, if the Tender for Contract No. CL2007-20 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 Cambridge
31"
this
day of August
2007
The Sovereign General Insurance Companv
Name of Bonding Company
Craig Beaton
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 II of 12 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CL2007-20
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
A. TENDER FORM: General Pages I and 2
Itemized Bid Pages 3 to 10
Agreement to Bond Page I I
Schedule of Tender Data Page 12
B. STANDARD TERMS AND CONDITIONS Pages Ito 9
C. SCHEDULE 'C' - CONTRACTOR'S SAFETY Pages I to 8
D. INSTRUCTIONS TO TENDERERS Pages Ito 5
E. SPECIAL PROVISIONS - GENERAL Pages Ito 14
F. SPECIAL PROVISIONS - TENDER ITEMS Pages Ito;!& 34
G. DESIGN GUIDELINES
H. STANDARD DRAWINGS
I. PLANS: Drawings No. I - 17, SI, EI and E2
J. STANDARD SPECIFICATIONS: It shan be the Contractor's responsibility to obtain the applicable
edition of the Ontario Provincial Standard Specifications and the Municipality of Clarington Specifications.
OPSS No. Dale OPSS No. Date OPSSNo. Dale OPSSNo. JJllt~
t27 Current 405 Nov. 2005 540 April 2007 604 Nov. 2004
128 Apr. 2006 407 Nov. 2004 552 Nov. 2002 609 Apr. 2003
201 Nov. 2003 410 Nov. 2006 570 Aug. ] 990 610 Nov. 2006
206 Nov. 2000 42] ADr. ]999 571 Nov. 200] 614 Sept. 1984
310 Nov. 2004 501 Nov. 2005 572 Nov. 2003 615 Nov. 2006
314 Nov. 2004 506 Nov. 2005 577 Nov. 2006 616 Nov. 2001
351 Nov. 2005 510 Nov. 2006 602 Mar. 1993 617 Nov. 2005
353 Nov. 2006 532 June 1991 603 Mar. 1993
K. GEOTECHNICAL INVESTIGATION
L. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the terms
contained herein.
The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax
requirements, so that it is able to do business in Ontario.
Yes
x
No
By my/our signature hereunder, I/we hereby identifY this as the Schedule of Tender Data, Plans and Specifications,
for Contract No. CL2007 -20, executed by me/us bearing date the ~ day of September 2007 and we have fully
read all related documents to tender data as listed above. .
C24;D?>2.
NAME OF FIRM Boyle Excavating Ltd.
SIGNATURE:
'.
POSITION
'Presici.8ntS::
-~CO~~S~f
--. 2:: -~ ~
Privacy Lel!'islation ~._. .-:. -:_ '.~.___ ~_ ,~"_
Federal legislation governs the collection and use of personal information from individuals. We represent aitd.~nt:to ~ ~t~that we
have obtained the CONSENT of any and all employees whose personal information we have supplied to the oWi;er..iu"ib.Ls:t&RdeT~ This
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.
This is Page 12 of 12 Pages to be submitted as the Tender Submission for Contract No. CL2007-20.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
STANDARD TERMS AND CONDITIONS
P;\12-2956I-02\Specs\22351- T &C.doc
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STANDARD TERMS AND CONDITIONS
1
The Municipality ofClarington's "Standard Terms and Conditions" shall apply to this Contract
except where noted below.
. Clause 15 of the "Standard Terms and conditions" shall be superceded by Clause I,
"Guaranteed Maintenance" of the "Special Provisions - General" Section of the
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 17,
"Workplace Hazardous Materials Information System (WHMIS)" of the "Special
Provisions - General" Section of the Contract.
STANDARD TERMS AND CONDITIONS
2
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1. DEFINITIONS
Municipality. The Corporation of the Municipality of Clatington, its successors and assigns.
Bidder - The person, firm or corporation submilling a bid to the Municipality.
Company - The person, contractor, firm or corporation to whom the Municipality has awarded the
contract, n successors and assigns.
Contract - The purchase order authorizing the company to perform the work, purchase order
atterations, the document and addenda, the bid, and surety.
Subcontractor. A person, firm or corporation having a contract with the company for, or any part of,
the work.
Document - The document(s) issued by the Municipality in response to which bids are invited to
perform the work in accordance with the specifications contained in the document
Bid - An oller by a Bidder in response to the document issued by the Municipafity.
Wor1< - All labour, materials, products, articles, fixtures, services, supplies, and acts required to be
done, furnished or performed by the company. which are subject to the Contract.
2. SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of C1arington Purchasing By-law #2006-
127 and will apply for the calfing, receiving, and opening of bids. The Municipality will be responsible
for evaluating bids, awarding and administering the contract in accordance with the Purchasing By-
law.
The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless
otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier
envelopes or other coverings.
The bid must be signed by a designated signing officer of the Bidder.
If a joint bid is submitted, II must be signed on behall of each of the Bidders.
The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing
must be initialled by the Bidder's authorized signing officer.
The bid must not be restricted by a covering letter, a statement added, or by atterations to the
document unless otherwise provided herein.
Failure to retum the document or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
A bid received after the closing date and time will not be considered and wiD be returned, unopened.
Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning,
intent or ambiguity, the decision of the Municipality shall be final.
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STANDARD TERMS AND CONDITIONS
3
3. CONTRACT
The contract consists of the documents aforementioned.
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The contract and portions thereof take precedence in the order in which they are named above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply work which is fit and suitable for the
Municipality's intended use and complete for a particular purpose.
None of the condllions contained in the Bidder's standard or general conditions of sale shall be of
any effect unless expliciUy agreed to by the Municipallly and specifically referred to in the purchase
order.
4.
CLARIFICATION OF THE DOCUMENT
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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 aIler 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 abillly, as
well as that of any proposed subcontractor, to pelform the work by the specified delivery date.
6.
DELIVERY
Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by
the Company as soon as possible and in any event within the period set out herein as the
guaranteed period of delivery or completion after receipt of a purchase order therefor.
A detailed delivery ticket or piece tally, showing the exact quantlly of goods, materials, articles or
equipment. shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other
such receiver shall not bind the Municipallly 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 Municipallly.
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.
7.
PRICING
Prices shall be in Canadian Funds, quoted separately for each i1em stipulated, F.O.B. destinatipn.
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 for all costs related to the work, including operating and
overhead costs to provide work to the satisfaction of the Municipality.
STANDARD TERMS AND CONDITIONS
4
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AD 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 shaH 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 unsetUed.
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
ofil.
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 shaH 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 Ucense fees required for the work.
If the work or any part thereof is in any action or proceeding held to constitute an infringement. the
company shall forthwith either secure for the Municipality the right to continue using the work or shall
at the company's expense, replace the infringing work with non-infringing work or modify it so that
the work no longer infringes.
10. ALTERNATES
Any opinion with regard to the use of a proposed altemate determined by the Municipality shaN be
final. Any bid proposing an alternate willl10t be considered unless otherwise specified herein.
11. EQUIVALENCY
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.
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STANDARD TERMS AND CONDITIONS
5
13. FINANCING INFORMATION REQUIRED OF THE COMPANY
The Municipality is entiUed to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfil the Company's obligations under the Contract
14. LAWS AND REGULATIONS
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The company shall comply with relevant Federal, Provincial and Municipal staMes, regulations and
by-laws pertaining to the work and its performance. The company shall be responsible for ensuring
similar compliance by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance with the laws of the Province of
Ontario.
15. CORRECTION OF DEFECTS
If at any time prior to one year after the actual delivery date or completion of the work (or specified
warranty/guarantee period ff longer than one year) any part of the work becomes defective or is
deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the
requirements of the contract, the company, upon request, shall make good every such defect,
deficiency or failure without cost to the Municipality. The company shall pay all transportation costs
for work both ways between the company's factory or repair depot and the point of use.
16. BID ACCEPTANCE
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The Municipality reserves the right to award by ilem, or part thereof, groups of ilems, or parts
thereof, or all ilems of the bids and to award contracts to one or more bidders submilting 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 lime.
The placing in the mail or delivery to the Bidde(s shown address given in the bid of a notice of award
to a bidder by the Municipality shaH 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 ff the company makes a general
assignment for the benefit of its credilors; 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 persistenUy disregards statutes,
regulations, by-laws or directives of relevant authorities relating to the work; or fails to
prosecute the work with skill and diligence; or assigns or sublels the contract or any portion
thereof without the Municipality's prior written consent; or refuses to correct defeclive work;
or is otherwise in defaull in carrying out its part of any of the terms, conditions and
obligations of the contract, then, in any such case, the Municipality may, upon expiration of
ten days from the date of written notice to the company, terminate the contract.
c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice
to any other rights or remedies the Municipality may have and without incurring any liabitity
whatsoever in respect thereto.
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STANDARD TERMS AND CONDITIONS
6
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d. If the Municipality terminates the contract, n is enliUed to:
i) take possession of all work in progress, materials and construction equipment
then at the project sne (at no additional charge for the retention or use of the
construction equipment), and finish the work by whatever means the Municipalny
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 Municipalny
by reason of the company's default (which may be deducted from any monies due
or becoming due to the company, any balance to be paid by the company to the
Municipalny).
18. CONTRACT CANCELLATION
The Municipalny 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 Municipalny and the Company may negotiate a settlement. The Municipalny shall not be fiable to
the Company for loss of anticipated profit on the cancelled portion or portions of the work.
19. QUANTITIES
Unless otherwise specified herein, quantities are shown as approximate. are not guaranteed to be
accurate, are furnished without any liabilny on behall of the Municipality and shall be used as a basis
for comparison only.
Payment will be by the unn complete at the bid price on actual quantities deemed acceplable by the
Municipality.
20. SAMPLES
Upon request, samples must be submitted stricUy in accordance with instructions. II samples are
requested subsequent to opening of bids, they shall be delivered within three (3) working days
following such request, unless additional time is granted. Samples must be submnted free of charge
and will be retumed at the bidder's expense. upon request, provided they have not been destroyed
by tests, or are not required for comparison purposes.
The accepIance of samples by the Municipality shall be at its sole discretion and any such
acceptance shall in no way be construed to imply refiel of the company from its obligations under the
contract.
Samples submitted must be accompanied by current Material Satety Data Sheets (MSDS) where
applicable.
21. SURETY
The successful tenderer shall. if the Municipalny in ns absolute discretion so desires, be required to
satisfy surety requirements by providing a depooo in the form of a certified cheque, bank draft or
money order or other form of surety, in an amount determined by the Municipalny. This surety may
be held by the Municipalny until 60 days after the day on which all work covered by the contract has
been completed and accepted. The surety may be retumed before the 60 days have elapsed
providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out
the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB -
Workplace Safety Insurance Board has been received.
The company.shall, if the Municipalny in its absolute discretion so desires, be required to satisfy
fidelny bonding requirements by providing such bonding in an amount and form determined by the
Municipality.
Failure to fumish required surety wnhin two weeks from date of request thereof by the Municipaiity
shall make the award of the Contract by the Municipalny subject to withdrawal.
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STANDARD TERMS AND CONDITIONS
7
22. WORKPLACE SAFETY AND INSURANCE BOARD
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All of the Contractor's personnel must be covered by the insurance plan under the Workplace Safety
and Insurance Act, 1997, or must provide an identification number from the WSIB verifying 1heirstalus
as an "Independent Operato... Upon request by the Municipality, an OIiginal Letter of Good Standing
from the Workplace Safety and Insurance Board shall be provided prior to the commencement of
work indicating all payments by the Company 10 the board have been made. Prior to final paymen~ a
Certificate of Clearance must be issued indicating all payments by the Company to the Board in
conjunction with the subject Contract have been made and that the Municipality will not be liable to
the Board for future payments in connection with the Company's fulfilment of the contract. Further
Certificates of Clearance or other types of certificates shall be provided upon request
For Independent contractors I Owners I Operalors who do not have WSIB coverage, the following
shall be provided upon request by the Calling Agency:
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Single Independent Contraclors I Owners I Operators shall provide a leller from the Workplace
Safety & Insurance Board confirming independent operator status and identification number. To
obtain this, contractors must complete the form "Determining worker/lndependent Operator status",
issued by the Workplace Safety & Insurance Board. (For more information, please contact your
local Workplace Safely & Insurance Board Office and refer 10 this clause.)
Single Independent Contractors I Owners I Operators must also provide a certificate from the
Workplace Safety & Insurance Board confirming they have purchased the optional WSIB coverage.
The Municipality of Clarington has the right to reject any bid n deems to provide insufficient coverage.
23.
INSURANCE
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The company shall maintain and pay for Comprehensive General Liability insurance including
premises and all operations. This insurance coverage shall be subjeclto 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 addnional insureds in respect of all operations
performed by or on behalf of the Company. A certified copy of such policy or certificate shall be
provided 10 the municipality prior to commencement of the work. Further certified copies shall be
provided upon request.
24.
LIABILITY
The company agrees to defend, fully indemnify and save harmless the Municipality from all actions,
suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury
including death to any person and all damage to any property which may arise directly or indirectiy
by reason of a requirement of the contracl, save and except for damage caused by the negligence of
the Municipality or its employees.
The Company agrees 10 defend, fully indemnify and save harmless the Municipality from any and all
charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality
or any of its employees shall be made a party to any charge under the Occupational Heallh 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 end services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing condnions.
No claim for extra payment will be allowed for work or djfficullies encountered due 10 conditions of
the site which were visible or reasonably inferable, prior to the date of submission of Tenders.
Bidders shall accept sole responsibility for any error or neglecl on 1heir part in this respect.
STANDARD TERMS AND CONDITIONS
8
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26. SAFETY
The Company shall obey all Federal, Provihclal and Municipal Laws, Act, Ordinances, Regulations,
Orders-in-Council and By..Jaws, which could in any way pertain \0 the work oullined in the Conlracl
or to the Employees of the Company.
,
Without limiting the generality of the foregoing, the Company shall satisfy all statutory requirements
imposed by the Occupational .Health and Safety Act and Regulations made thereunder, on a
contractor, a Constructor and/or Employer with respect to or arising out of the performance of the
Company's obligations under this Contract.
The Company shall be aware of and conform to all governing regulations including those eslablished
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 Safely Data Sheets (MSDS) \0 the Municipality for any supplied
Hazardous Materials.
27. UNPAID ACCOUNTS
The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating
to the work. The Municipalilyshal have the right at any time \0 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 atter the suspension shall be governed by the schedule
established by the Municipality.
29. CHANGES IN THE WORK
The Municipality may, without invalidating the contract direct the Company to make changes to the
work. When a change causes an increase or decrease in the work, the contract price shall be
increased or decreased by the application of unit prices to the quantum of such increase or
decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the
Municipality and the Company. All such changes shall be in writing and approved by the
Municipality.
30. CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality
in accordance with the Municipa6ty of Clarington Policy or have a direct or indirect in1erest in a
Company or own a Company which sells goods or services to the Municipality.
31. MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT IMFIPPAl
All correspondence, documentation, and information provided to staff of the Municipality of Clarington
by every offerer, including the submission of proposals, shall become the property of the Municipality,
and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and
may be subject to release pursuanlto the Act.
OIferers are reminded \0 identify in their proposal material any specific scientific, technical,
commercial, proprietary, or similar confidential information, the disciosure of which could cause them
injury. Complete proposals are not \0 be identified as oonfidential.
32. CRIMINAL BACKGROUND CHECKS
"The successful service provider covenants and agrees to provide the Municipality of Claringlon, or
such other entity as the Municipality may designate, with written ooosent to perform a criminal
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STANDARD TERMS AND CONDITIONS
9
background check including C1iminal Code (Canada) convictions, pardoned sexual offences,
records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and
Food and Drugs Act and all outstanding warrants and charges for every individual who may come
into direct contract with youth or who are pennitted entrance to private or reslricled areas or
residences. This will be done at no cost to the MunicipalitY and any such requested document will
be submitted to the Municipality in its true fonn in advance of commencement of work.
The Municipal issued identification card must be worn when individuals are at a site where there is
direct contact with youth or where access to any private or restricted area is anticipated. The
Municipal identification card is valid for the tenn of the contract only or a one year term, whichever
comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion
to prohibit an individual from coming into direct contact with youth or entering a private or restricted
area on a regular basis and to tenninate the contract if the bidder/partner fails to obtain or renew
the Municipal identification cards according to Municipal policy and procedure.
The Municipality of Clarington reserves the right to cancel and/or suspend the contract immediately
and unilaterally and without penally to the MunicipalitY should the service provider fail to provide
the required documentation or otherwise adhere to this procedure. "The Chief Administrative
Officer has the final say in detennining any final action."
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
SCHEDULE 'c'
P:\ 12-29561-02\Specs\CL-Schedule (C).doc
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SCHEDULE (C)
CONTRACTOR SAFETY
1
POLICY AND PROCEDURE
POLICY:
Contractors and Sub-contractors are responsible to ensure that their personnel are
updated on all safety concerns of the workplace and are aware of the safety
requirements as required by the Contractor under the Occupational Health and Safety
Act. Safety performance will be a consideration in the awarding of contract. Under the
Occupational Health and Safety Act (Section 23 (1), (2)), it is the constructor's
responsibility to ensure that:
. the measures and procedures prescribed by the Occupational Health and Safety
Act and the Regulations are carried out on the proiect;
. every employer and every worker performing work on the proiect complies with
the Occupational Health and Safety Act and the Regulations (under the Act); and
. the health and safety of workers on the proiect is protected.
. Where so prescribed, a constructor shall, before commencing any work on a
project, give to a Director notice in writing of the project containing such
information as may be prescribed.
DEFINmONS:
Contractor - any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project - means a construction project, whether public or private, including,
. the construction of a building, bridge, structure, industrial establishment, mining
plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway,
parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph,
telephone or electrical cable, pipe line, duct or well, or any combination thereof,
. the moving of a building or structure, and
. any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes erection, alteration, repair, dismantling, demolition, structural
maintenance, painting, land clearing, earth moving, grading, excavating, trenching,
digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant,
and any work or undertaking in connection with a project.
SCHEDUlE(C
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Constructor - means a person who undertakes a project for an owner and includes an
owner who undertakes all or part of a project by himself or by more than one employer.
Project Manager - means the municipal management representative who has
responsibility for a contract.
PROCEDURE:
The following items are required before any Contractors are hired by the Municipality.
a) Before beginning a project, the project manager or delegate must determine
whether any designated substances/hazardous materials are (or will be) present
at the site and prepare a list of all these substances.
b) The project manager or delegate must include, as part of the request for
tender/quotations, a copy of the above-mentioned list. The list of designated
substances/hazardous materials must be provided to all prospective constructors
and/or contractors.
c) The request for tender/quotations will require prospective contractors to include a
list of the designated substances/hazardous materials that will be brought onto
the work site and material safety data sheets.
d) Before awarding a contract, contractor(s) will be required to complete and sign
the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will
maintain all contractors safety performance records.
e) As part ofthe 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
3
POLICY AND PROCEDURE Continued...
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municipality will retain the right to document contractors for all health and
safety warnings and/or to stop any contractors' work if any of the previously
mentioned items are not in compliance. Similarly, the Municipality will have the
right to issue warnings and/or to stop work if there are any violations by the
contractor of the Occupational Health and Safety Act, Municipal Health and
Safety programs, policies, rules, and/or if the contractor creates an unacceptable
health and safety hazard. Written warnings and/or stop work orders can be given
to contractors using Contractor Health and Safety Warning/Stop Work Order
Form (Schedule WB").
k) Where applicable, the Municipality will retain the right to allow municipal
employees to refuse to work in accordance with the established policy and the
Occupational Health and Safety Act, in any unsafe conditions.
I) The Purchasing Department will maintain current certificates of clearance until all
monies owing have been paid to the contractor.
m) Responsibility for ensuring contractor compliance to this policy falls upon the
project manager or designate. This will include identification, evaluation and
control practices and procedures for hazards and follow-up and issuing of
Contractor Health and Safety Warning/Stop Work Orders.
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
HEALTH AND SAFETY PRACTICE FORM
To Contractor(s):
The Municipality of Clarington is committed to a healthy and safe working environment for all
workers. To ensure the Municipal workplace is a healthy and safe working environment,
contractors, constructors and subcontractors must have knowledge of and operate in
compliance with the Occupational Health and Safety Act and any other legislation pertaining to
employee health and safety.
In order to evaluate your company's health and safety experience, please provide the
accidentlincident and/or Workplace Safety and Insurance Board (WSIB) information noted
below, where applicable.
. The New Experimental Experience Rating (NEER)
- The WSlB 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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5
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, Vwe will comply with all
procedures and requirements of the Occupational Health and Safety Act, Municipal
safety policies, department and site specific policies and procedures and other
applicable legislation or regulations. I/we will work safely with skill and care so as to
prevent an accidental injury to ourselves, fellow employees and members of the public.
1. The contractor/successful tenderer certifies that it, its employees, its
subcontractors and their employees,
a) are aware of their respective duties and obligations under the
Occupational Health and Safety Act, as amended from time to time, and
all Regulations thereunder (the "Acf); and
b) have sufficient knowledge and training to perform all matters required
pursuant to this contractltender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contract/tender, the
contractor/successful tenderer shall,
a) act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act
safely and complying all respects with the Act.
3.
The contractor/successful tenderer shall rectify any unsafe act or practice and
any non-compliance with the Act at its expense immediately upon being notified
by any person of the existence of such act, practice or non-compliance.
4.
The contractor/successful tenderer shall permit representatives of the
Municipality and the Health and Safety Committee on site at any time or times for
the purpose of inspection to determine compliance with this contractor/tender.
5.
No act or omission by any representative of the Municipality shall be deemed to
be an assumption of any of the duties or obligations of the contractor/successful
tenderer or any of its subcontractors under the Act.
6.
The contractor/successful tenderer shall indemnify and save harmless the
Municipality,
a) from any loss, inconvenience, damage or cost to the Municipality which
may result from the contractor/successful tenderer or any of its
employees, its subcontractors or their employees failing to act safely or to
comply in all respects with the Act in the performance of any matters
required pursuant to this contractltender;
6
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
b} against any action or daim, 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 contracUtender.
...... .3.~ :r..l:.&f... ..6.::.-K(;.4.V.A.-:r.~.,. .t.?:.L?....... ... ~.1.:? Ai.3.Q.7:'.~..............
Contractor Name of Person Signing for Contractor
S;;;;;;;;;;;.;,;.~~~................S,g'~.~.3!.O~.L......o;rt;;.
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7
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this form is to: (Issuer to check one of the following)
Provide warning to the contractor to immediately discontinue the unsafe work practice
described below
Direct the contractor to immediately cease all work being performed under this contract
due to the unsafe work practice described below.
FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A
BREACH OF CONTRACT.
PART "A" - DETAILS OF CONTRACT
CONTRACT/P.O. #
DESCRIPTION:
NAME OF FIRM:
PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
8
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 "cn - 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.
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CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
CONTRACT NO. CL2007-20
INSTRUCTIONS TO TENDERERS
P:\12-29561-02\Specs\22352- IT.doc
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-20
CLAUSE
SUBJECT
PAGE
I. GENERAL........................................................................................................................................................... I
2. BLANK FORM OF TENDER ............................................................................................................................ I
3. TENDER DEPOSITS .......... ............................................................. ......... ............................................ .......... .... I
4. BONDS. ....... ..... ................... .............. .......... ..................................... ..... ...................... ...... .................................. 2
5. RIGHT TO ACCEPT OR REJECT TENDERS.................................................................................................. 2
6. UNACCEPTABLE TENDERS ........................................................................................................................... 2
7. ABILITY AND EXPERIENCE OF TENDERER............................................................................................... 2
8. PROVINCIAL SALES TAX............................................................................................................................... 2
9. GOODS AND SERVICES TAX (GST).............................................................................................................3
10. EXECUTE CONTRACT DOCUMENTS...........................................................................................................3
II. COMMENCEMENT OF WORK........................................................................................................................3
12. LOCATION. .... .... ............. ..... .............. ........... .... ........... ............ .................................... ........... .... ...... ................. 3
13. TENDERERS TO INVESTIGATE.....................................................................................................................3
14. INQUIRIES DURING TENDERING .................................................................................................................4
IS. AWARD OF THE CONTRACT.........................................................................................................................4
16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINISTRATOR.................. 4
17. ADDENDA.........................................................................................................................................................4
18. UTILITIES......... .... ....... ......... ............. ............................ ............ .... ..... ..... ........ ......... ... .................. ..................... 4
19. TENDER OPENING MEETING ........................................................................................................................5
20. PROVISIONAL ITEMS .......... .............. .............. .......... ...................... ..... .............. ....... ....... .............. ......... ........ 5
21. CONSTRUCTION TIMING ...............................................................................................................................5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-20
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CL2007-20" will be received until:
2:00:00 P.M., LOCAL TIME, WEDNESDAY, SEPTEMBER 5, 2007
and shall be addressed to:
Mrs. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
40 Temperance Street
BOWMANVILLE, Ontario. LlC 3A6
2.
BLANK FORM OF TENDER
One copy of the Tender, on the forms provided, shall be submitted. All information requested
shall be shown in the tender, in the space provided.
3.
TENDER DEPOSITS
All tenders shall be accompanied by a certified cheque or a bid bond in the minimum amount
defmed below, made payable to the Authority, as a guarantee for the execution of the Contract.
Total Tender Amonnt Minimum Deposit
Required
$ 20,000.00 or less $1,000.00
20,000.01 to 50,000.00 2,000.00
50,000.0 I to 100,000.00 5,000.00
100,000.01 to 250,000.00 10,000.00
250,000.0 I to 500,000.00 25,000.00
500,000.01 to 1,000,000.00 50,000.00
1,000,000.0 I to 2,000,000.00 100,000.00
2,000,000.01 and over 200,000.00
All deposits will be returned within ten days after the Tenders have been opened except those
which the Authority elects to retain until the successful tenderer has executed the Contract
Documents.
The retained tender deposits will be returned when the successful Tenderer has fully complied
with the conditions outlined in the Contract Documents.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-20
2.
4. BONDS
The Contractor is required to provide a Performance Bond, and a Labour and Material Payment
Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his
faithful performance of this Contract and his fulfillment of all obligations in respect of
maintenance and payment for labour and materials used on this work.
Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or
authorized to carry on business in Canada.
An Agreement to Bond must be submitted with the tender bid. Bonding company standard
"Agreement to Bond" forms are acceptable.
5. RIGHT TO ACCEPT OR REJECT TENDERS
The Authority reserves the right to reject any or all tenders or to accept any tender should it be
deemed to be in its best interest to do so.
Tenders which are incomplete, conditional or obscure, or which contain additions not called for,
erasures, alterations, or irregularities of any kind, may be rejected as informal.
Tenders will not be accepted unless submitted in the envelopes provided.
6. UNACCEPTABLE TENDERS
Each item in the Tender Form shall include a reasonable price for such item. Under no
circumstances will an unbalanced tender be considered. The Authority and the Contract
Administrator will be the sole judge of such matters, and should any tender be considered to be
unbalanced, then it will be rejected by the Authority.
7. ABILITY AND EXPERIENCE OF TENDERER
The Authority reserves the right to reject any tender where satisfactory evidence of sufficient
capital, plant and experience to successfully prosecute and complete the work in the specified
time, is not furnished by the Tenderer.
8. PROVINCIAL SALES TAX
Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this
Contract.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-20
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 of90 days after the closing date. After this
time the tender may only be accepted with the consent of the successful Tenderer.
The successful Tenderer shall execute the Contract Documents and furnish the required bonds
within 10 calendar days ofreceipt of notification of Acceptance of Tender.
Failure by the successful Tenderer to meet the above requirements will entitle the Authority to
cancel the award of the Contract and to retain the tender deposit as compensation for damages
sustained due to the successful Tenderer's default. The Authority may then award the Contract to
one of the other Tenderers or take such other action as it chooses.
11. COMMENCEMENT OF WORK
The successful Tenderer shall commence work at the site within 7 calendar days of the official
commencement date as specified in the written order issued in accordance with GC7.01.02 of the
General Conditions.
12. LOCATION
Section A - Stevens Road Extension, Clarington Boulevard to Regional Road 57
Section B - Stevens Road Sanitary Sewer
Section C - Arena Entrance, Gamet B. Rickard Arena to Stevens Road
Section D -Regional Road 57, King Street/Hwy. #2 to 165 m North of Stevens Road
Section E - Electrical Work, Stevens Road and Arena Entrance
All works are located in Bowmanville.
13. TENDERERS TO INVESTIGATE
Tenderers must satisfy themselves by personal examination of the site and by such other means
as they may prefer as to the actual conditions and requirements of the work.
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
commensurate with the nature of the work.
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-20
4.
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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.
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14. INQUIRIES DURING TENDERING
The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications,
shall be directed to the Contract Administrator, TSH, Telephone: 905-372-2121, attention: Troy
MacArthur, C.E.T. or Ron Albright, P.Eng.
15. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Municipality of Clarington.
16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT
ADMINISTRATOR
Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be
interpreted as meaning the "Corporation of the Municipality of Clarington".
Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington".
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Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be
deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may
be authorized by the Authority to act in any particular capacity.
17. ADDENDA
The Contractor shall ensure that all addenda issued during the tendering period are attached as
part of the submitted bid. Failure to do so will result in disqualification of the bid.
18. UTILITIES
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Veridian Hydro:
Mr. Peter Petriw, P.Eng.
Tel: (888)-445-2881
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2007-20
5.
Bell Canada:
Ms. Kimberly MacLellan
Tel: (905) 433-3061
Enbridge/Consumers Gas:
Mr. Chris Sorichetti
Tel: 416-758-7936
Cable TV
Ms. Cindy Ward
Tel: 905-436-4138
Hydro One
Mr. Jim Hisson
Tel: (905) 623-1071
19. TENDER OPENING MEETING
The tender opening meeting is scheduled to take place at 2: 15:00 P.M. after the closing time and
date in Meeting Room No. I, Main Floor, 40 Temperance Street, Bowmanville, Ontario and
interested bidders are invited to attend.
20. PROVISIONAL ITEMS
After the Tender Closing the Items in the Itemized Bid noted as being "Provisional" may have
quantities modified or may be deleted from the Contract at the sole discretion of the Owner
without negotiating with the bidders regardless of the percentage of the Tender the individual or
combined "Provisional Items" represent. No consideration for loss of overhead costs will be
considered should these Items be deleted from the Contract.
21. CONSTRUCTION TIMING
Widening works on Regional Road 57 shall be completed as the first phase of construction
operations with surface asphalt to be placed no later than November 15,2007.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
SPECIAL PROVISIONS - GENERAL
P:\L2-19561-02\Specs\22353-SPG _doc
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2007-20
CLAUSE
SUBJECT
PAGE
1. GUARANTEED MAINTENANCE...................................................................................................1
2. CONTRACT TIME AND LIQUIDATED DAMAGES ....................................................................1
3. CONTRACTOR'S AUTHORIZED REPRESENTATIVE ...............................................................2
4. OPS GENERAL CONDITIONS........................................................................................................2
5. LAYOUT BY CONTRACTOR.........................................................................................................2
6. RESTRICTIONS ON OPEN BURNING...........................................................................................2
7. PAYMENTS ......................................................................................................................................2
8. UTILITIES ............................ ...... ........................ ............. ..... ...... ............. .... ....... ............. ............ ...... 3
9. DUST CONTROL..............................................................................................................................3
10. TRAFFIC CONTROL, FLAGGING .................................................................................................4
11. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS ............................................................4
12. MAINTENANCE OF TRAFFIC .......................................................................................................5
13. EMERGENCY AND MAINTENANCE MEASURES .....................................................................6
14. ENGINEERING FIELD OFFICE ......................................................................................................6
15. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL.................................................... 7
16. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES .........7
17. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) .....................9
18. SPILLS REPORTING .......... ......... ...... ............... ................... ............................ ........ ........... ..............9
19. PROTECTION OF WATER QUALITY ...........................................................................................9
20. TRAFFIC AND STREET SIGNS....................................................................................................10
21. GARBAGE COLLECTION .............................................................................................................10
22. ASPHALT MIX DESIGNS ............................................................................................................10
23. TEST SAMPLES ............................................................................................................................10
24. ENTRY ONTO PRIVATE PROPERTY .........................................................................................11
25. STORAGE AREAS ........................................................................................................................11
26. GENERAL LIABILITY INSURANCE ...........................................................................................11
27. CONSTRUCTION LIEN ACT ........................................................................................................11
28. PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION'S
PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX .............................................12
29. VARIATION IN TENDER QUANTITIES .....................................................................................13
30. PROPERTY OWNER'S RELEASE OF PRIV ATEL Y OWNED LAND USED BY THE
CONTRACTOR...............................................................................................................................14
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
1. 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 pennanent 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.
2. CONTRACT TIME AND LIQUIDATED DAMAGES
(1) Time
Time shall be the essence of this Contract.
For purposes of this Contract, GC 1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defined in Clause
GCl.06.
(2) Progress of the Work and Contract Time
The Contractor shall accomplish completion of this Contract as defined in GC 1.06 of the
General Conditions on or before December 14,2007.
If the contract time above specified is not sufficient to permit completion of the work by the
Contractor working a nonnal 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 therefor.
(3) Liquidated Damages
It is agreed by the parties to the contract that in case all the work called for under the contract
is not completed by the date specified, or as extended in accordance with Section GC3.07 of
the General CondItions, a loss or damage will be sustained by the Authority. Since it is and
will be impracticable and extremely difficult to ascertain and determine the actual Joss 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
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
2.
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DOLLARS ($1,000.00) as liquidated damages for each and every calendar day's delay in
achieving completion ofthe work beyond the date prescribed. It is agreed that this amount is
an estimate of the actual loss or damage to the Authority which will accrue during the period in
excess of the prescribed date for completion.
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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.
3. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7.01.09 is defined as an employee of the Contractor.
4. 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.
5. LAYOUT BY CONTRACTOR
Prior to the commencement of any construction layout, the Contractor shall verify the accuracy of
all temporary and permanent benchmarks and primary alignment control shown on the Contract
Drawings. The Contractor shall also perform random checks on all survey control points and
existing centre line road profiles. The Contractor shall provide a Summary Report of all
aforementioned checks made to the Contract Administrator prior to the commencement of
construction layout. Any discrepancies between the Contract Drawings and field checks shall be
reported immediately to the Contract Administrator.
Costs associated with field verification work undertaken by the Contractor shall be included in the
Contractor's tender bid
6. 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.
7. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GC8.02.03 of the General Conditions.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
3.
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Notwithstanding the provisions of the General Conditions respecting certification and payment, the
Authority may withhold 2-1/2 percent of the total value of work performed beyond the expiration of
46 days from the date of publication of the Certificate of Substantial Performance, to enable the
Contract Administrator to produce the final detailed statement of the value of all work done and
material furnished under the Contract. As a condition of holdback reduction from 10% to 2- 1/2%,
the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03)(b) and advertise
the Certificate of Substantial Performance per GC8.02,03.04(03),
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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 commence following 180 days after the date of completion of the work
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As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
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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.
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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,
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8. UTILITIES
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Sections GC2,01 and GC7, 1202) of the General Conditions are deleted in their entirety and are
replaced by the following:
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The Contractor shall be responsible for the protection of all utilities at the job site during the time
of construction.
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The Authority will be responsible for the relocation of utilities where required. However, no claims
will be considered which are based on delays or inconvenience resulting from the relocation not
being completed before the start ofthis Contract.
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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,
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9.
DUST CONTROL
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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
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
4.
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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.
10. 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.
11. 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 AHEAD 6
TC-4IA CONSTRUCTION ZONE BEGINS 6
TC-41B CONSTRUCTION ZONE ENDS 6
* or as required to address active sites.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
5.
Traffic controls shall be operational before work affecting traffic begins.
12. MAINTENANCE OF TRAFFIC
Clarington Boulevard/Stevens Road Intersection
Clarington Boulevard must be kept open to one (I) lane two-way traffic at all times during
installation of storm and sanitary sewers and associated restoration. Normal two-way traffic shall
be maintained during school bus drop-off and pick-up periods.
Regional Road 57 (Martin Road)
The Contractor shall prepare a traffic control plan based on the foregoing conditions and must be
approved by the Contract Administrator and the Region of Durham. Such plan may be altered as
construction operations dictate. Any deviation from the approved plan shall be approved by the
Contract Administrator and the Region of Durham.
The traffic control plan shall allow where possible for the introduction of normal traffic flow
conditions at the end of each working day.
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 Contract
Administrator and the Region of Durham.
Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface
within the Contract limits in a condition satisfactory to the Contract Administrator and Region of
Durham such that any emergency vehicles may have immediate access to any building located
within the limits of this Contract. The Contractor shall be responsible for all signing at the
Contract limits and within the Contract limits. The Contractor shall ensure the signing is properly
maintained while in use. It shall be the Contractor's responsibility to directly notify Police, Fire,
Hospital and Ambulance services of road closures at least 24 hours in advance of such closures
and to notify these same authorities when such closures are no longer in effect.
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Regional Road 57 must be kept open to two-way traffic for the majority of the Contract. Single
lane two-way traffic with appropriate flagging will be considered for specific construction
operations for limited time frames.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
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6.
It is the responsibility of the Contractor to visit the site to become familiar with existing traffic
volumes and patterns. No specific AADT (Average Annual Daily Traffic) is available at this time.
However, the Contractor shall take into consideration all traffic into and out of the job site area as
will occur during regular working hours.
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No claims for delays due to traffic will be considered for compensation.
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13. EMERGENCY AND MAINTENANCE MEASURES
Whenever the construction site is unattended by the general superintendent, the name, address and
telephone number of a responsible official of the contracting firm, shall be given to the Contract
Administrator. This official shall be available at all times and have the necessary authority to
mobilize workmen and machinery and to take any action as directed by the Contract Administrator
in case emergency or maintenance measures are required regardless whether the emergency or
requirement for maintenance was caused by the Contractor's negligence, act of God, or any cause
whatsoever.
Should the Contractor be unable to carry out immediate remedial measures required, the Authority
will carry out the necessary repairs, the costs for which shall be charged to the Contractor.
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14. 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
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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 shaH be in the care of the Contract Administrator. The Contractor
shall supply electric light, heat when required, and an air conditioner of 8,000 BTU minimum when
required, to the Contract Administrator's satisfaction and shall furnish the office with a minimum of
one desk with drawers, one drafting table, five chairs, two drafting stools, one filing cabinet, a fax
machine, a waste paper basket and a broom.
Where the Contractor elects to supply a combination office for the use of the Contract
Administrator and his own staff, the minimum requirements for the Contract Administrator's
accommodation as outlined shall be met In addition, separate outside access for each office shall
be provided and the Contract Administrator's office shall be partitioned off from that of the
Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with a
lock or closer on the Contract Administrator's side.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
7.
Where the field office is situated remote from a built-up area and where alternate toilet facilities are
not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet, in a
location convenient to the Contract Administrator's office.
The field office and other facilities shall be provided at the site within 14 days of the Date of
Notification to Commence Work or on the date of the Contractor's actual commencement of work,
whichever date occurs first, and shall remain at the site, if the Contract Administrator so requires,
for a period of up to two months after the completed work is accepted by the Authority.
15. 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 180, OPSF
180-I,OPSF 180-3 and OPSF 180-5 for use where appropriate with respect to disposal of excess
material.
16. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES
In accordance with the requirements of Section 18a( I) 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
8.
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Designated Identified on this Site Location
Substance
Acrylonitrile No
Arsenic No
Asbestos No
Benzene No
Coke Oven Emissions No
Ethylene Oxide No
Isocynates No
Lead No
Mercury No
Silica No
Vinyl Chloride No
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It is the responsibility of the Contractor to ensure that all sub-<:ontractors 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.
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The Contractor shall comply with the governing Ministry of Labour Regulations respecting
protection of workers, removal, handling and disposition of the Designated Substances encountered
on this Contract.
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Prior to commencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario, M4H IA8
of the location(s) proposed for disposal of Designated Substances. A copy of the notification shall
be provided to the Contract Administrator a minimum of two weeks in advance of work starting.
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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.
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All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
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Should a DeSIgnated Substance not herein identified be encountered in the work, then management
of such substance shall be treated as Extra Work.
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The requirements of Section GC4.03 of the General Conditions of the Contract shall apply.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
9.
17. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)
Reporting
Section GC4.03.06 is deleted and replaced with the following:
Prior to the commencement of work the Contractor shall provide, to the Contract Administrator, a
list of those products controlled under WHMIS which he expects to use on this Contract. Related
Material Safety Data Sheets shall accompany the submission. All containers used in the application
of products controlled under WHMIS shall be labeled.
The Contractor shall notify the Contract Administrator of changes to the list in writing and provide
the relevant Material Safety Data Sheets.
18. SPILLS REPORTING
Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or
discharges of pollutants or contaminants that are a result of the Contractor's operations that cause or
are likely to cause adverse effects shall forthwith be reported to the Contract Administrator. Such
spills or discharges and their adverse effects shall be as defined in the Environmental Protection
Act R.S.O. 1980.
All spills or discharges of liquid, other than accumulated rain water, from luminaires, internally
illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all
spills or discharges from this equipment that are a result of the Contractor's operations shall, unless
otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be reported to
the Contract Administrator.
This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills
or discharges.
19. 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 minimum of 30 metres from
the watercourse. Where this measure is not sufficient or feasible to control sediment entering the
watercourses, sedimentation traps or geotextile coverage will be required.
If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto
vegetated areas a minimum of 30 metres from the watercourses and not pumped directly into the
watercourses.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
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10.
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
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No machinery shall enter the creek bed of any watercourse. Movement of construction equipment
in the vicinity of any creeks shall be limited to the minimum required for construction.
The Contractor shall not carry out equipment maintenance or refuelling or store fuel containers
within 100 metres of any watercourse. The Contractor shall not stockpile construction debris or
empty fuel/pesticide containers within the Contract limits.
20. 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.
Regulatory signs such as "Stop" and "Yield" must be maintained throughout.
21. GARBAGE COLLECTION
The Contractor will be responsible for ensuring that garbage collection, including recyclables, is
maintained and when necessary, the Contractor shall make arrangements directly with the
collecting agency, to permit and coordinate pick-up. Garbage pick-up is handled by Canadian
Waste Services, at 1-800-789-8886. Recyclable material is handled by Miller Waste Systems at
1-800-461-1582.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
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22. ASPHALT MIX DESIGNS
The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt
required for the work, or for having the necessary mix designs prepared by a certified laboratory.
The mix designs proposed for use by the Contractor shall be submitted in writing to the Contract
Administrator for his approval and no work shall commence until the design mixes are approved.
Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix
required by this Contract.
23. 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 Soil Eng., Bowmanville.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
II.
The Contractor will be responsible for providing samples for Quality Assurance (QA) at random
locations throughout the site as required by OPS 310 or as directed by the Contract Administrator.
At each location the Contractor shall take:
I. A sample for QA.
2. A referee sample to be kept and stored by the Contract Administrator.
3. A QC sample to be retained and tested by the Contractor.
OPS 310 is amended in that compaction testing for this project will be undertaken with a nuclear
testing device. Core sampling will only be undertaken if there is a need to confirm nuclear testing
results outside of specifications.
A pre-pave site meeting will be conducted to review testing procedures with the Contractor, the
paving Sub-Contractor, the Contract Administrator and the Geotechnical Sub-Consultant for the
project.
24. 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.
25. STORAGE AREAS
Clause GC3 .06.0 I of the General Conditions of Contract is amended by the addition of the
following:
The use ofthe 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.
26. GENERAL LIABILITY INSURANCE
Parties to the Contract beyond the Contractor, the Owner and the Contract Administrator must be
added as additional insureds (See Clause GC6.03.02.01). This would include the Regional
Municipality of Durham due to the work on Regional Road 57.
27. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or
potential lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien,
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
12.
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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 Autbority under the Contract Documents.
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Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state of the accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made
as compensation for the preparation of such accounting or for the preparation of the Contract, or
both, as the case may be, and the Contractor acknowledges that such administrative fee shall be
properly deductible, if the Authority should so choose, from monies otherwise payable to the
Contractor under the terms of the Contract Documents.
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Where an application is brought to a judge of a competent jurisdiction to compel production of any
particular document to a lien claimant, the Contractor further agrees to indemnify the Authority
from reasonable legal fees incurred in appearing on such an application and in addition agrees to
pay to the Authority its reasonable costs incurred in producing such documents to the extent that
the same is made necessary under the disposition of the matter by such judge, and the Contractor
further agrees that such reasonable costs and fees incurred by the Authority as stated herein may be
properly deductible from monies otherwise payable to the Contractor under the terms ofthe
Contract Documents.
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28. PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF
TRANSPORTATION'S PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX
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The Municipality of Clarington will adjust the payment to the Contractor based on changes to the
Ministry of Transportation's (MTO) performance graded asphalt cement price index unless the
Contractor opts out by notifying the Municipality in '>'>'fiting within 5 business days of receiving
permission to start work. Once the Contractor has opted out of payment adjustments based on the
index, the Contractor will not be permitted to opt back in. The price index will be published
monthly by the MTO. The MTO price index will be used to calculate the amount of the payment
adjustment per tonne of new asphalt cement accepted into the Work.
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The price index will be based on the price, excluding taxes, FOB the depots in the Toronto area, of
asphalt cement grade PG 58-28 or equivalent. One index will be used to establish and calculate
the payment adjustment for all grades.
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A payment adjustment per tonne of new asphalt cement will be established for each month in
which paving occurs when the price index for the month differs by more than 10% from the price
index for the month in which tenders were opened for the Contract. When the price index
differential is less than 10%, there will be no payment adjustment established for that month.
Payment adjustments due to changes in the price index are independent of any other payment
adjustments made to the hot mix tender items.
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The payment adjustment per tonne will apply to the quantity of new asphalt cement in the hot mix
accepted into the Work during the month for which it is established. However, a payment
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2007-20
13.
adjustment will not apply to paving work done after the approved time for completion of the
Contract has expired, including the expiration of any extensions of time that have been granted.
The payment adjustment for the month will be calculated from the following formulae:
I. When Ip is greater than 1.10 ITa, the payment adjustment per tonne of asphalt cement is (Ip-
1.10 ITa) and the Contractor receives additional compensation of:
P A ~ (Ip - 1.10 ITa) x quantity of new asphalt cement in tonnes
2. When Ip is less than 0.90 ITa, the payment adjustment per tonne of asphalt cement is (0.90
ITa - Ip) and the Owner receives a rebate of:
PA = (0.90 ITO - Ip) x quantity of new asphalt cement in tonnes
Where:
P A = payment adjustment for new asphalt cement, in dollars
ITa ~ performance graded asphalt cement price index for the month in which tenders were
opened for the Contract
Ip = performance graded asphalt cement price index for the month in which paving occurs
The quantity of new asphalt cement includes all grades of asphalt cement supplied by the
Contractor with and without polymer modifiers. For each month in which a payment adjustment
has been established, the quantity will be calculated using the hot mix quantity accepted into the
Work and its corresponding asphalt cement content as required by the job mix formula except for
mixes which contain reclaimed asphalt pavement.
For mixes which contain reclaimed asphalt pavement, the quantity of new asphalt cement will be
determined from the difference between the asphalt cement content required by the job mix
formula and the asphalt cement content of the reclaimed asphalt pavement incorporated into the
hot mix, as calculated by the Contract Administrator.
For mix containing a liquid anti-stripping additive, the quantity of anti-stripping additive will be
deducted from the quantity of new asphalt cement. No other deductions will be made for any other
additives.
For progress payment purposes, payment adjustments will be made on the monthly progress
payment certificates for the months in which hot mix paving OCcurs.
29. V ARIA TION IN TENDER QUANTITIES
Clause GC.8.01.02 (b) of the General Conditions of Contract is amended as follows:
The last sentence beginning "Alternatively" and ending "paid" is deleted and replaced by "The
Municipality shall not be liable to the Company for loss of anticipated profit".
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CLZ007-20
14.
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30. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR
Upon complel1on 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, C.E.T.
Director of Engineering Services
Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario. Ll C 3A6
Re: Contract No. CL2007-20
Dear Sir:
I hereby certify that
(Name 0 f Contractor)
have fulfilled the terms of our agreement and have left my property in a satisfactory condition.
I have accepted their final payment and release
(Name of Contractor)
and the Municipality of Clarington from further obligations.
Yours very truly,
Signature
Property Owner's Name............................Lot......Concession..........
Municipality of ........................................
(Please complete above in prinl1ng)
Final payment will not be released to the Contractor until all the applicable forms of release have
been signed by the property owners and received by the Authority.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
SPECIAL PROVISIONS - TENDER ITEMS
P ,112-2956I-02\SpecsI22354-SP- TI(Revised-ADD I ).doc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
ORDER OF PRECEDENCE
Where a Specification or Standard exists in the Municipality of Clarington "Design Guidelines and
Standard Drawings" for any element of the works, the Municipality of Cia ring ton Specification or
Standard shall take precedent over the contract "Special Provisions - Tender Items" or the "Ontario
Provincial Standards".
"All works for Part D: Regwnal Road 57 must be constructed to the satisfaction of the Regional
Municipality of Durham, according to the Regional Municipality of Durham Construction
Specifications. '~ (As per Addendum No. I)
PART 'A':
PART 'C':
PART'D':
ROADWORKS AND STORM SEWERS
ARENA ENTRANCE
REGIONAL ROAD 57
SITE PREPARATION -ITEM NO. Al
Under this Item and for the lump sum bid, the Contractor shall undertake the following:
Remove and dispose of wire fence from Sta. 1+020", to 1+430 "'
Relocate mail box at Sta. 9+890 to a location directed by the Contract Administrator
Removal and dispose of SBGR at Sta. 10+045", and Sta. 10+060
Maintain existing silt fence
CLEARING AND GRUBBING - ITEMS NO. A2 AND CI
Under these Items, the Contractor shall clear and grub all trees, hedges, shrubs, brush, etc. where
indicated on the drawings. Adjacent home owners shall have the first right to wood from tree removal,
otherwise it shall be disposed of off the site at a location arranged for by the Contractor.
EARTH EXCA V A TION (GRADING) -ITEMS NO. A3, C2 AND D1
Payment under these Items shall include:
Removal and disposal of asphalt from Regional Road 57 and as required at Clarington Boulevard
and Arena entrance, within the limits of full road reconstruction.
Removal and disposal of asphalt from entrance and parking areas.
Removal and disposal of excess stripped material and excess earth to be disposed of off site.
Excavation in entrances and boulevards.
Proof rolling of subgrade.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
2.
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"Excavation ofwidenings shaU be benched as per OPSD 208.010 where required (steeper than
3H:IV) " (As per Addendum No. I)
The estimated quantities under these Items are as follows:
fart A " PlP't C "* PlP't D Total
Earth Cut (excludin" striooin,,) 3,918 ';" nJa 1,707 m' 5,625 m'
Strinninl7 2,133 m1 nJa 653m3 2,786m3
Fill rel1uired road works 3,561 m1 nJa 627m3 4,188m3
*(Updated as per Addendum No. I)
**(Deleted as per Award)
Should asphalt be removed by milling, Larry Postill of the Clarington Operations Department should be
contacted at 905-263-2291 regarding possible reuse by the Municipality.
HOT MIX, H.L.-I, H.L.-3 and H.L.-8 - ITEMS NO. A4, AS, C3, C4, D2 AND D3
The Contractor shall supply all materials required for the proper execution of the paving in accordance
with OPS 310. Asphalt cement supplied shall be PGAC 58-28 for all locations other than Regional Road
57. H.L.-I and H.L.-8 for Regional Road 57 shall have PG 64-28 asphalt cement.
The Marshall Stability for H.L.-3 surface course shall be a minimum of 8900 and 8000 for H.L.-8.
Payment shall be made under these Items for the following work:
Forming asphalt curb at catchbasin and catchbasinJmaintenance hole locations in accordance with
Standard C-305.
Construction of step joints at limits of full street reconstruction on Clarington Boulevard, Arena
entrance and Regional Road 57.
Forming temporary ramps at limits of construction.
Paving of asphalt sidewalk including hand work, as required.
Paving of entrances including hand work, as required.
The following depths of asphalt shall apply:
Stevens Road and Arena entrance, 50 mm ofH.L.-8
Regional Road 57, 100 mm ofHDBC H.L.-8 (2 lifts), 40 mm H.L.-I
. Private entrance at Sta. 9+880, 50 mm ofH.L.-3
Parking area at Sta. 10+060,40 mm H.L.-3 and 50 mm ofH.L.-8
Entrance at Sta. 1+172,50 mm ofH.L. 8 and 40 mm ofH.L.-3
. Asphalt sidewalk, 50 mm ofH.L.-3
Where sanitary sewer and storm sewer trenching operations extend beyond the limits of road
reconstruction, payment for restoration of disturbed asphalt surfaces will be paid for under these Items.
Hot Mix H.L.-3 surface shall be placed on Clarington Boulevard, the entrance at Sta. 1+172 and widening
areas at the Arena entrance from Sta. 10+ 100 to Sta. 10+145.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
3.
"OPSS 310 is amended by the addition of the following new Section:
310.04
SUBMISSION AND DESIGN REQUIREMENTS
310.04.01
Asphalt Pre-Placement Meeting
An Asphalt Pre-Placement Meeting will be conducted one week prior to placement of any hot mix
asphalt to review granular material grades, mix designs, quality control and quality assurance,
proposed scheduling, construction methods and any other issues either the Contractor or the Contract
Administrator may wish to discuss related to supply and placement of hot mix asphalt. As a minimum,
attendance at the Asphalt Pre-Placement Meeting will include the Contract Administrator, the
Contractors 'Site Superintendent and a representative of the Contractor's Asphalt Subcontractor, if
applicable.
Subsection 310.07.03 of OPSS 310 is deleted and replaced with the following:
All abutting edges of existing pavement shall be prepared in accordance with RMDSD S-501 and
vertical faces of joints shall be tack coated prior to placement of new asphalt. Tack coat shall be
placed by the use of a mechanical (pump driven) spray wand that has the capabilities of being
heated for cold weather operation applying the tack coat in a consistent, uniform application. All
longitudinal joints and transverse joints are to be tack coated prior to placement of the adjacent
pass of asphalt to commence at the beginning and throughout the contract. The tack coat shall be
applied sufficiently ahead of paving operations to allow for curing to a proper condition of
tackiness. Failure to have equipment to apply the tack coat in this manner will hold up
commencement of the paving operations.
Note: Hand painting of the tack coat is not an acceptable application method.
Subsection 310.07.05.02.01 is amended by the deletion of the existing paragraph and its replaced with
the following:
To ensure mix compliance, the Contractor shall conduct daily testing of all asphalt being produced
for quality control purposes. The Contractor shall be responsible for the necessary process control
testing during hot mix production, placement and compaction, and any necessary adjustments, to
produce uniform, qualified hot mix.
The Contractor is responsible for obtaining all samples. The samples shall be taken in the field
using sample plates and following current MTO sampling test procedures. Samples shall be used
to determine compliance to asphalt cement content, aggregate gradation, Marshall air voids,
Marshall flow, voids in mineral aggregate, and Marshall stability requirements. The Contract
Administrator will determine the location of each random sample and inform the Contractor prior
to the sample being taken by the Contractor. The Contractor shall take one plate sample for
quality control purposes, one sample for quality assurance purposes and one sample for potential
referee testing in an appropriate container. The Contract Administrator may apply security seals
to the samples prior to transportation. The quality assurance and potential referee samples shall
be delivered to the Contract Administrator within 4 hours of sampling time.
The minimum frequency of testing for asphalt cement content, aggregate gradation and Marshall
Stability compliance is based on Table 6 ofOPSS 310 November 2004. Additional testing may be
requested by the Contract Administrator.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
4.
For work on Regional Road 57 QC test results shall be forwarded to the Region and Contract
Administrator within 2 working days from the time of sampling. Results shall be faxed to the
Region's Materials Testing Lab at 905-655-4067 (Attention: Mr. Joeman Ng, P.Eng.) and a copy
faxed to the Contract Administrator. Bi-weekly summaries of all test data shall be emaUed to the
Region's Materials Testing Lab and the Contract Administrator for the purpose of review at bi-
weekly project meetings.
Subsection 310.07.13 of OPSS 310 is deleted and replace with the following:
Each course after final compaction shall be smooth and true to the established crown and grade
and the surface of each course shall be free from deviations exceeding 3 mm as measured in any
direction with a 3 m straight edge. Poor rideability (roughness) resulting from pavement surface
irregularity shall be cause for immediate work stoppage and shall require Contractor assessment of
the cause for such deviation in profile and correction at the Contractor's expense.
Localized areas exhibiting surface variance exceeding the above mentioned tolerance shall be
removed and replaced with the same hot mix asphalt to achieve a smooth longitudinal and lateral
profile with adjacent acceptable surfaces.
Where surface irregularities exceeding these limits are evident over longer lengths (e.g. at start-up
of trucks emptying load into paver or at end of loading each truck) the Contractor shall be required
to cold plane the full width and length of unacceptable pavement. Alternatively, subject to
approval by the Contract Administrator, the Contractor may overlay the unacceptable pavement (if
applicable) for a continuous length covering all irregularities to provide the required profile.
Subsection 310.07.14 of OPSS 310 is deleted and replaced with the following:
Each course after final compaction shall be of uniform texture and shall be free of segregation (as
defined by MTO), fat spots, oil spills or any other defects. Subject to approval by the Contract
Administrator, areas of medium segregation may be left in place for binder courses, but are
considered defective areas for surface courses. Areas of severe segregation are considered
defective areas for both binder and surface courses. Defective areas shall be removed and replaced
by the Contractor with acceptable hot mix of the same type and compacted to the satisfaction of the
Contract Administrator, all at the Contractor's cost.
When segregation is observed by the Contractor Administrator, the Contractor shall be
immediately notified verbally, followed up by written notification. The Contractor shall take
immediate corrective action.lfthe segregation continues the Contract Administrator may then
issue a Stop Work Order until the problem is corrected.
Ifsegregation becomes evident within the warranty period (e.g. consistent segregated patches
within 50 to 80 m spacing) the Contractor shall remove and replace the segregated areas or, upon
consent of the Coutract Administrator, place a 40 mm overlay of same mix over the segregated
pavement surface for the length of the segregated area. Corrective measures shall be performed
during the warranty period at the Contractor's expense.
Subsection 310.08.01 is amended by the addition of the following:
The Contract Administrator will conduct quality assurance testing at a frequency deemed
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
5.
necessary by the Contract Administrator for the purpose ofverijication of mix compliance. Where
there is variance between the QC and QA results, the Contract Administrator will initiate referee
plate sample testing for the purpose of dispute resolution. Results of the referee testing shall be
used to assess the degree of remedial action required if applicable. All associated costs required to
conduct the referee testing will be the responsibility of whomever has the results that do not concur
with the referee test results.
Where the hot mix asphalt supplier fails to consistendy produce asphalt that meets the
specifications, the Contract Administrator shall have the right to refuse further material from the
supplier until mix specifICations are verified for compliance. Alternatively, the contractor may be
required to obtain hot mix asphalt material from another supplier.
Subsection 1150.04.01.01 c) ofOPSS 1150 shall be deleted and replaced with the following:
Up to 20% by mass of RAP shall be permitted for HL 8 binder mixes.
Subsection 1150.08.01 is amended by the deletion of the existing paragraph and its replacement with
the following:
The Contractor shall, upon request, allow the Contractor Administrator or his representative the
right to enter upon the premises of any of the material manufacturers, suppliers, plants,
laboratories, or equipment for purposes pertaining to the work, to carry out such inspection,
sampling and testing as specified or as requested by the Contract Administrator or his
representative. The Contractor shall, upon demand, provide the Region with copies of daily batch
weights for any mixes that have been placed and any information that relates mix types to batching
weights and/or confirms the percentage of each material used in each mix where applicable.
OPSS 1150 Table 6 Marshall Stability - Mix Design Criteria for all Paving Mixtures shall be amended
as follows:
HL 1 surface course shall have a Minimum Marshall Stability of 11,000N@ 60 oc
HL 8 binder course shall have a Minimum Marshall Stability of 10,500N@ 60 oc
HDBC shall have a Minimum Marshall Stability of 12,500N@ 60 OC" (As per Addendwn No. I)
GRANULAR' A' AND GRANULAR 'B', TYPE I - ITEMS NO. A6, A 7, C5, C6, D4 AND D5
Payment shall be made under these Items for supply, placing and compacting Granular' A' and Granular
'B', Type I to the following depths:
Stevens Road, 150 mm of Granular 'A' and 375 mm of Granular 'B', Type I.
Paved boulevard, 150 mm of Granular 'A' and 300 mm of Granular 'B', Type I.
Asphalt sidewalk, 150 mm of Granular 'A'.
Entrance at Sta. 1+172, 150 mm of Granular 'A' and 300 mm of Granular 'B', Type I.
Arena entrance, 150 mm of Granular 'A' and 300 mm of Granular 'B', Type I.
Parking entrance at Sta. 9+880,150 mm of Granular 'A'.
Parking area at Sta. 10+060, 200 mm of Granular' A'.
Widening on Regional Road 57,150 mmofGranular 'A' and 600 mm of Granular 'B', Type I.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
6.
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CONCRETE IN SIDEWALK - ITEMS NO. AS AND C7
Where new sidewalk abuts existing sidewalk, an expansion joint shall be constructed at these locations.
Every joint shall be a contraction joint except where expansion joints are indicated. The unit price bid
shall include for all minor excavation required where existing sidewalk is being replaced. All sidewalk
shall be constructed in accordance with Standard Drawing C-307.
CONCRETE CURB AND GUTTER (ALL TYPES) - ITEMS NO. A9, C8 AND D6
A 1.2 metre length of curb and gutter shall be omitted at each catchbasinlmaintenance hole where curb is
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 3.0 m. Curb shall be constructed in accordance with
Municipal Standard C-302.
100 mm DIAMETER PIPE SUBDRAINS - ITEMS NO. AIO, C9 AND D7
The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile
sock. Backfill to subdrains shall be Granular 'A' in accordance with Standard C-301 and Clarington
Standards Section 900, supplied and placed under the Granular 'A' Item.
STORM SEWERS AND STORM LATERALS - ITEMS NO. All - A14 AND ClO
Under these Items and for the unit price bid, the Contractor shall supply all materials including pipe of the
required type, size and class, including supplying bedding, cover materials and compaction.
Concrete pipe shall be used for trunk sewers and PVC pipe for catchbasin leads and storm laterals.
Concrete pipe bedding shall be crusher run limestone, cover shall be sand and backfill shall be approved
native material, as per C-108.
For PVC pipe catchbasin leads and laterals, bedding and cover shall be in accordance with C-I09 and C-
110 and backfill shall be approved native material.
Should wet trench conditions be encountered the H.L.-8 blend of crushed stone with geotextile wrap shall
be used for bedding of rigid pipe or placed below embedment for flexible pipe in accordance with the
standards and as directed by the Engineer. Crushed stone shall be paid for under Item No. A24.
Connection of catchbasin leads and storm laterals to the new trunk sewer shall be by manufactured tees or
an approved coring method (C-III).
The unit price shall include the cost of a closed circuit television inspection of the completed trunk sewer,
catchbasin leads and any service connections found to be leaking, all in accordance with OPSS 409.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
7.
Measurement for riser connections of catchbasins to trunk sewers shall be made along the centre line of
the riser pipe from the connection at the main sewer to a point where the connection can be measured
horizontally.
The unit price for these Items shall also include connection to existing 300 mm PVC storm on Clarington
Boulevard and 1800 mm dia. culvert at Sta. I +455 I Stevens Road.
CA TCHBASINS AND MAINTENANCE HOLES - ITEMS NO. AI5 - Al7 AND CII
Structures shall be installed in accordance with Municipal Standards C-IOI, CI04, C-105, C-113 and
OPSD 400.010. Compacted sand backfill shall be placed around the structures to the dimensions
indicated.
The unit price bid under these Items shall include for the following:
Placing a minimum of one adjustment unit and a maximum of 300 mm of adjustment on each
maintenance hole or maintenance hole/catchbasin.
All catchbasins shall be fitted with sumps. Maintenance holes shall be benched. Maintenance holes and
catchbasins shall be fitted with frames, covers and grates in accordance with OPSD 400.010 and
Municipality of Clarington Standards C- I 13.
All structures within roadway shall be constructed to the level of base course asphalt except where
structures are located with side streets which are to be paved.
STORMW A TER MANAGEMENT STRUCTURE - ITEM NO. AI8
The unit price bid under this Item shall include for supply and placing of a stormceptor, Model STC 1500
including placing of Granular 'B', Type I material to a lower limit of300 mm below the floor slab and all
around the structure. Placement of this Item shall conform to suppliers standards.
SA WCUTTING ASPHALT - ITEMS NO. A21, Cl4 AND DB
Payment shall be made under this Item for the sawcutting of all asphalt at the limits of road construction,
including for the widening on Regional Road 57. The unit price shall cover sawcutting of asphalt at
whatever depth of asphalt is encountered.
The Contractor will be responsible for protecting the sawcut edge from damage until paving. Should the
sawcut edge be damaged, the Contract Administrator can request that the asphalt be re-cut prior to paving
at no additional cost.
REMOVAL OF SIDEWALK - ITEMS NO. A22 AND Cl5
Payment shall be made under these Items for the removal of concrete walkway where indicated on the
drawings.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
8.
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Concrete rubble resulting from sidewalk removal shall be disposed of off the site at a location arranged
for by the Contractor. The unit price bid shall include for sawcutting at limits of removal as required.
REMOVAL OF CURB AND GUTTER -ITEM NO. A23
Payment under this Item shall include for sawcutting of concrete curb and gutter at limits of removal on
all streets. Concrete rubble resulting from curb and gutter removal shall be disposed of off site at a
location arranged for by the Contractor.
H.L.-8 BLEND CLEAR STONE BEDDING (provisional) - ITEM NO. A24
Payment shall be made under this Item for the following work in connection with storm sewer
installation:
. Excavation of unsuitable materials below standard bedding depth.
. Disposal of surplus excavated materials off the site of the works.
. Supply and placement of Geotextile Terratrack 24-11 as wrap to clean stone.
. Supply and place H.L.-8 blend clear stone bedding to depths as directed by the Contract
Administrator.
PAVEMENT MARKING - DURABLE (provisional) - ITEMS NO. A25 AND D12
Durable line pavement markings shall be screed applied thermoplastic type. Parkiag stalls shall be
deliReated v.lth 199 HHR ".\'ide J( 2.5 mlsflg white bRes wit.fi300 Fflffi returns. RailY/sy ~'X?' shall Be iH
aeeer,;!aase ";:illi Fig<H"e 16 sf Beek R ef the OHtarie Trellis ManUM. "The work under this tender item
shall include the supply and application of field-reacted, two component polymeric pavement marking
material by the extrusion (screed) method in accordance with the manufacturer's specifications, at
locations as directed by the Contract Administrator.
The work shall be performed in accordance with the manufacturer's recommendations, which shall
include the use of a qualified firm, trained and licensed by the material manufacturer.
The work also involves the protection of workers and the traveling public by means of adequate traffic
control in accordance with Ontario Traffic Manual Book 7 - Temporary Conditions (March 2001). The
Contractor must obtain a Road Occupancy Permit from the Region of Durham Works Department
prior to commencement of work.
Polymeric materials shall meet the requirements of OPSS 1714. Acceptable products are Lafrentz
System 400, or products on MTO's DSM listing (see DSM #5.85.43, download list at
http://www.roadauthority.com/filesIDSMlD58543.pdj). Spray method and products are not acceptable.
Glass beads shall meet the requirements of OPSS 1750. Acceptable manufacturers are those listed on
MTO's DSM listing (see DSM #5.85.38, download list at
http://www.roadauthority.comlfdesIDSMlD58538.pdj). The Contractor shall note of Subsection
1714.05.04 ofOPSS 1714, which requires both premixed and surface applied glass beads for the screed
application method.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
9.
Any applications which fail to meet the service requirements specified in OPSS 1714 shall be
completely removed and replaced by the Contractor within first two (2) years (all labour, materials,
mobilization, etc. included).
All pavement markings must be started within 2 Working Days of completion of the final lift of base
course asphalt.
All pre-marking shall be performed by the Contractor and inspected by the Contract Administrator
prior to application of permanent pavement markings.
Measurement for Payment
Subsection 532.09.01.01 is amended for pavement marking lines wider than 10 em. For these items,
measurement for payment shall be actual horizontal length in metres, excluding gaps, regardless of
width. Separate tender items are provided for each line width required. "(As per Addendum No.1)
The Contract Administrator shall provide drawings designating the location of the parking stalls and
regulatory line delineation and symbols.
TOPSOIL - ITEMS NO. A26, C16 AND DB
Screened topsoil shall be placed to a minimum depth of 100 mm in disturbed grass areas. The Contractor
can provide screened topsoil from the stripping operation in lieu of imported.
Subsection 570.05.01 ofOPSS 570, August 1990 is amended by the addition of the following:
The topsoil shall be tested to ensure there are no deficiencies with respect to fertility levels. The soil shall
consist of a minimum 4% organic matter. The phosphorous level shall be 30 ppm +/- 2 ppm. The
potassium level shall be 235 ppm +/- 30 ppm. The soil shall have a base saturation of calcium of 75%,
+/- 10%. The base saturation of sodium shall be a maximum of 0.5%. The pH level shall be between 6.0
and 7.0. A copy of the topsoil testing report shall be provided to the Contract Administrator. Payment
for this testing shall be included in payment under the respective topsoil items.
If the topsoil does not meet all of the fertility elements the soils shall be treated with the required
amendments as recommended by the topsoil analysis report.
SOD (NURSERY, UNSTAKED) - ITEMS NO. A27, C17 AND D14
Subsections 571.07.05, 571.08.01 and 571.08.02 ofOPSS 571, November 2001 is amended by the
following:
Replace "30 consecutive Days" with "120 consecutive Davs". Contractor should note that for the
purpose of calculating consecutive Days, the winter dormant period shall be excluded (see Table No.1,
OPSS 571). Clarington is considered to be in the 'Southern Ontario' area and the winter dormant period
is from November I to April 30, inclusive.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
10.
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Payment shall be made for 50% of the quantity placed once deficiencies have been corrected from initial
inspection and the remaining 50% shall be paid once all deficiencies have been corrected following final
inspection at the end of the maintenance period.
The Contractor shall be responsible for the full cost of replacing deficient sod as determined by the
Contract Administrator.
SEED AND MULCH (Provisional) - ITEM NO. A28
Hydraulic mulch shall be capable of dispersing rapidly in water to form homogeneous slurry and remain
in such state when agitated or mixed with other specified materials. When applied, the hydraulic mulch
shall be capable offorming an absorptive mat which will allow moisture to percolate into the underlying
soil. It shall contain no growth or germination inhibiting factors. The mulch shall be dry, be free of
weeds and all other foreign material and shall be supplied in packages bearing the manufacturer's label
clearly indicating mass and product name. Tackifier shall be added to the slurry before spraying
according to the supplier's specifications.
Hydraulic mulch type shall be specifically manufactured for use in hydraulic seeding equipment (non"
toxic, water activated, green colouring), free of germination and growth inhibiting factors. The mulch
shall be a mixture consisting of shredded newsprint, raw cotton fibre and straw processed to produce fibre
lengths of 15 mm minimum and 25 mm maximum. The greater proportion of the ingredients of this
mulch shall be straw. Hydraulic mulch shall be dyed green or another colour approved by the Authority.
Water shall be free of any contaminants which would adversely affect growth.
Seed to be Tableland Grass Mixture applied at 5 kg/acre as supplied by Ontario Seed Company or
approved equivalent.
SUPPLY AND INSTALLATION OF PLANT MATERIAL (provisional) - ITEM NO. A29
OPSS 570 applies to this Item.
Payment shall be made under this item for the supply and installation of plants in accordance with the
Contract Drawings.
All planting and related work shall be done by experienced, qualified personnel under the direction and
supervision of foremen with at least five (5) years of horticultural and planting experience.
All trees shall be nursery grown, true to type and structurally sound, with straight trunks and leaders
intact, and be well and characteristically branched for the species. Root balls shall not be cracked, broken,
or damaged. All plants shall be free of disease, insect infestation, rodent damage, sun scald, frost cracks
and other abrasions or scars to the bark. They shall be densely foliated when in leaf and have healthy,
well developed root systems. Plant names shall be in conformity with that accepted in the nursery trade.
Substitutions for the specified plants will not be accepted unless approved in writing by the Contract
Administrator. The Contract Administrator reserves the right to reject any plant material, whether planted
or not, which does not conform to the specifications. Do not remove any labels from plants until they
have been inspected and approved by the Contract Administrator.
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CONTRACT NO. CL2007-20
11.
All debris, clay lumps, roots and stones over 50 rom in diameter and other extraneous matter shall be
removed from excavated soil to be used in backfill and disposed of off site.
Shredded bark mulch free of any granular and organic material will be applied over planting pit areas of
trees and throughout shrub beds in accordance with the Contract Drawings. A sample of the mulch to be
used shall be submitted to the Contract Administrator for approval.
Maintain all plant material and assume full responsibility for protection of all planted areas until final
acceptance of all project work. Keep planted areas free of weeds at all times. Remove all debris, broken
branches, etc., and maintain planted areas in neat condition at all times. Water plants as necessary with
sufficient quantities to moisten the entire root system.
Under the direction of the Contract Administrator, all plants that are dead or not in a healthy, satisfactory
growing condition, or which in any way do not meet the requirements of the specifications, shall be
promptly replaced by the Contractor at the Contractor's expense. All required replacements shall be as
originally specified. The warranty on replacement plant material shall be extended for a period equal to
the original warranty period.
Final inspection of all plantings shall be made at the end ofthe specified warranty period. Stakes and all
staking material shall be removed at the end of the warranty period. The Contract Administrator or Owner
reserves the right to extend Contractor's warranty responsibilities for an additional year if, at end of initial
warranty period, plant condition is not sufficient to ensure future health.
EXCA V A TION FOR UTILITY VERIFICATION - ITEM NO. A30
Reference:
OPSS No. 206 and No. 510
Prior to any construction, test pits shall be dug by the Contractor to determine the exact location and
elevation of utilities. The utility shall be exposed and measurements taken of the location, orientation,
depth and pipe 00, if applicable.
TEMPORARY DEAD END BARRICADE - ITEM NO. A32
Payment shall be made under this Item for the supply of all labour, material and equipment to construct
dead end barricade in accordance with the details shown on Municipal Standard No. C-40 I.
REMOVE AND REPLACE ENTRANCE CULVERT - ITEM NO. D8
Under this Item and at the unit price, the Contractor shall remove and replace 600 rom CSP culvert at Sta.
9+880 on Regional Road 57. The unit price shall include excavation and granular bedding and backfill.
Embedment material and backfill shall be Granular' A'. Culvert shall be 2.0 rom thick and riveted.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
12.
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STEEL BEAM GUIDE RAIL - ITEM NO. D15
Under this Item at the unit price bid, the Contractor shall supply all materials, equipment and labour as
required for the installation of steel beam guide rail at the locations indicated on the drawings.
The unit price shall also include for the end treatment.
SILTATION CONTROL - ITEM NO. 016
The prices bid under this Item shall include for maintenance of devices during construction and for
removal of temporary devices on completion of the work. Maintenance shall be deemed to include
removal and disposal of accumulated sediment.
PARTIAL DEPTH ASPHALT REMOVAL - ITEM NO. 017
Payment shall also be made under this Item for grinding of asphalt as necessary to allow for the
placement ofHL-3, to a maximum depth of 40 mm. All milled material shall be disposed of by the
Contractor.
There may be a possibility to dispose of grinding material at the Operations Depot at Regional Road 42
(Darlington/Clarke Town Line), south of Highway #2. Contact Larry Postill of the Operations
Department, Municipality of Clarington at 905-263-2292 for further information.
"DURAHOLD RETAINING WALL - ITEM NO. DI8
Under this Item and for the Contract price, the Contractor shall supply all labour, equipment and
materials required to complete the following works in accordance with the Contract Drawings and
Drawing RW-I, RW-2 and RW-3 provided by Risi Stone and to the satisfaction of the Engineer:
a) All excavation (related to wall, base and backfill as shown on RW-I) as required;
b) Dewatering as required to complete the work;
c) All backfill and compaction as required in accordance with the drawings;
d) Clean-up and all incidental.
The Durahold retaining wall shall extend from approximately Sta. 10+022.5 to Sta. 10+039.9. The
wall shall be constructed as per the drawings provided by Risi Stone.
Any damage caused by the Contractor's operations to the surrounding property shall be repaired by the
Contractor at no additional cost to the Municipality and to the complete satisfaction of the Engineer.
Materials excavated under these Items which are surplus to or unsuitable for the fill requirements
shall be dispased of by the Contractor at his own expense, and to the satisfaction of the Engineer.
The unit price for the precast retaining wall will include the following work, as shown on the Drawings
and as directed by the Engineer:
a) All execution of the gravity and geogrid reinforced precast concrete segmental retaining walls
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
13.
called for or implied by the drawings and specifICations, together with all necessary incidentals
whether referred to or not, as will be required to complete the work to the full intent and
meaning of the drawings and specifications. The work includes but is not limited to the
following:
. The design, inspection and certification of the precast retaining wall by a qualified
professional Engineer, licensed in the Province of Ontario.
. Supply and installation of precast concrete retaining wall complete with geogrid
reinforcing as required to suit site soil, geometric and loading conditions.
b) The Retaining Wall Design Engineer is to be a Professional Engineer Registered in the
Province of Ontario with at least 5 years experience in the design of precast concrete segmental
retaining walls.
The Retaining Wall Design Engineer shall perform the following tasks:
. Produce sealed construction drawings and detoiled design calculations for review.
. Review the site soil and geometric conditions to ensure the designed wall is compatible with
the site prior to constructi/Jn.
. Carry out periodic inspections during constructi/Jn t/J ensure c/Jnf/Jrmance with the design
drawings and submit inspecti/Jn reports to the Owner during c/Jnstructi/Jn.
. Pr/Jvide the Owner with a Certificate of Conformance at the completion of construction
certifying that the retaining walls were constructed in accordance with the design drawings
and current industry standards.
The retaining wall shall be designed in accordance with the National Concrete Masonry
Associations Design Manual for Segmental Retaining Walls. The walls shall be designed to
suit the soil conditions, geometric dimensions and loading conditions shown on the drawings.
c) Excavation to the lines and grades as shown on the drawings, including disposal of all surplus
. excavated materials. If after excavating to the elevation shown on the drawings, the material
encountered should prove unacceptable to the Engineer as a foundation, the c/Jntractor shall
perform additional excavation as directed by the Engineer.
d) Supply and placement of the Granular "A" base including compaction. The Granular 'A' base
is t/J be placed on undisturbed native s/Jil / bedrock with an allowable bearing capacity not less
than 100 kPa. The soil bearing capacity is to be verified by the Engineer prior to placing the
Granular 'A' base.
The Granular 'A' base is to be compacted to not less than 98% Standard Proctor Maximum
Dry Density. Compaction of the base is to be tested by a qualified testing and inspection
c/Jmpany prior to placing the first course of precast units.
e) The supply and placement of the precast concrete stone units and coping units, as shown on
the drawings and as directed by the Engineer. The units shall be "Durahold" as manufactured
by Unilock or reviewed equivalent, with standard units and coping units.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
14.
INSTALLATION OF PRECAST UNITS:
· The precast stone units shall be installed as per the manufacturer's recommendations.
. The bottom course of units are to be leveUed to meet the tolerances specified herein. The
bottom course of units are not to be instaHed until the compaction of the Granular 'A' base
has been deemed acceptable by the Engineer.
. No cracked or chipped units are to be instaHed. Any damaged units are to be removed if
requested by the Engineer.
. The Joints between adjacent units should align with the middle of the unit above and below
to create a running bond.
. The Contractor shall check the level of the wau with each lift to ensure that no gaps are
formed between successive lifts. Care shall be taken to ensure that the precast concrete
stone units and geotextile are not broken or damaged during handling and placement. The
units shall be installed as shown on the drawings.
CONSTRUCTION TOLERANCES
. Vertical Control: * 30 mm maximum over a 3 metre distance: 75 mm maximum.
. Horizontal Control:- Straight Lines: * 30 mm over a 3 metre distance: 75 mm maximum.
. Rotation: * 1.00 from design wall batter.
. Bulging: 15 mm over a 3 metre distance.
f) The supply and placement of Geogrid Reinforcement. The geogrid reinforcement shaH be a
Polymer grid structure having tensile strength and durability properties that are suitable for
soil reinforcement applications and are compatible with the precast concrete retaining wall
units. The approximate quantity of Geogrid reinforcement is 160 m'.
. The Geogrid is to be instaUed at the locations shown on the retaining wall design drawings.
. The Geogrid is to be placed with the strong direction perpendicular to the wall face.
. The Geogrid must be pre-cut to the length shown on the retaining wall design drawings
and must be placed within 15 mm of the front face of the precast wall units to ensure
maximum connection between geogrid and wall facing.
. The Geogrid is to be placed on a flat level surface and is to be puUed tight and held in place
with wooden stakes or other approved methods prior to placing backfill on top of the
geogrid.
g) The supply and installation of perforated sulHlrain pipe complete with filter cloth. The
subdrain pipe shall be HPDE or PVC perforated pipe with a minimum diameter of 100 mm,
protected with geotextile filter cloth to prevent the migration of soil particles in the pipe. The
subdrain pipe shall be placed behind the retaining wall face, accurately aligned and securely
coupled and laid at a minimum gradient of 1% to ensure adequate drainage to free oudets.
Only standard fittings for bends, caps and intersections shall be used.
The unit price shall also include all labour, equipment and materials to oudet the free ends of
the subdrain pipe to the outside face of the retaining wall including saw cutting of the blocks as
required, as shown on the drawings and as directed by the Engineer.
h) Supply and installation of geotextile filter cloth as shown on the drawings and as directed by
the Engineer. Geotextile filter cloth shall be placed from the lowest point upward. Each
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CONTRACT NO. CL2007-20
15.
section of fabric shall overlap the preceding section a minimum of 600 mm.
i) Supply and placement of 19 mm Clear Stone back/dl including Geotextile as noted above.
Heavy compaction and construction equipment shall not be allowed to operate within 1500 mm
of the back face of the retaining walL The Contractor shall monitor the retaining wall for
outward rotation and movement during back/dling operations. The Contractor shall notifY the
Engineer immediately ifwall movement occurs during backJUling which exceed the maximum
allowable tolerances noted above. " (As per Addendum No. I)
PART 'B': SANITARY SEWER AND APPURTENANCES
SANITARY SEWER AND APPURTENANCES
Reference:
.1
Construct all sanitary sewers and appurtenances in accordance with Regional
Municipality of Durham Construction Specifications for Regional Services -
Revised May 2005.
Contract Drawings and Standard Details for Contract No. CL2007-20.
.2
SANITARY SEWER PIPE - ITEM NO. 2.01
Reference:
Contract Drawings and RMDCS S-401
Note:
Connections to proposed/existing maintenance holes to be included in the unit price bid
for the appropriate pipe item.
This Item shall not include those concrete pipe plugs requiring separate excavation to
facilitate pipe removal and plug installation.
All notations in the Form of Tender indicating size of pipe and depth of bury are for
information only. Where there is any discrepancy between the Form of Tender and the
Contract Drawings, the Contract Drawings shall be taken as correct. The unit price bid for
all sanitary sewer sections shall be based on the pipe material, size and depth of bury
indicated on the Contract Drawings.
Restoration of all disturbed surfaces beyond the limits of full road reconstruction and
grading will be paid for under the items appropriate to such work.
Include:
.1
Backfilling to subgrade level with approved native material.
BREAK INTO EXISTING MAINTENANCE HOLE SI AND REBENCH, AS PER OPSD 701.021
- ITEM NO. 2.04.04
Reference:
RMDCS Section 02631 and OPSS 407 and 410
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
16.
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Include:
.1
Breaking into the existing structure with removal and disposal of concrete and
reinforcing steel.
.2 Rebenching including:
a) Removal of existing benching complete and disposal off site.
b) Thorough clean-out ofthe structure.
c) New benching in maintenance hole in accordance with OPSO 701.021 complete
in a professional manner.
.3 Temporary pumping and/or by-pass arrangements required for existing sewage
flows, to allow for benching in maintenance holes to be completed.
Note: Payment for connection to maintenance hole and restoration of structure to be included in
unit price for appropriate pipe item.
SANITARY SEWER MAINTENANCE HOLE - ITEM NO. 2.04.08
References: RMDCS Section 02631 and Contract Drawings apso No. 701.010
Include:
.1 Reconnection of existing sewers as required.
.2 Supply, place and compact 300 mm Granular 'B', Type I back all around structure
up to subgrade level.
PART 'E'; ELECTRICAL
ELECTRICAL HANDHOLES - ITEM NO. El
Amendment to OPSS 602, March 1993
602.05
MATERIALS
602.05.03
Prefabrication of Electrical Chambers
Subsection 602.05.03 of OPSS 602 is amended by the addition of the following paragraph.
Other prefabricated electrical handholes shall be according to the Material Specification for Electrical
Handhole included in this Special Provision.
602.07
CONSTRUCTION
602.07.02.01
Installation
Clause 602.07.02.0 I of apss 602 is amended in that the first paragraph is deleted and replaced with the
following:
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CONTRACT NO. CL2007-20
17.
The handholes shall be cast-in-place concrete handholes, precast concrete handholes, or prefabricated
handholes made of semi-concrete or non-concrete materials.
Prefabricated Handholes
The prefabricated unit shall be installed plumb, true to alignment and grade, and firmly bedded on the
drainage pocket backfill.
Dur\ng installation, the duct entry holes shall be oriented in the required direction. The enlarging of duct
entry holes is prohibited.
602.07.02.03
Frames and Covers
Clause 602.07.02.03 of OPSS 602 is amended in that the clause number at the end of the sentence of the
first paragraph is changed from 602.07.01.02 to 602.07.01.09.
602.07.02.04
BacldUI
Clause 602.07.02.04 ofOPSS 602 is amended in that the clause number at the end of the sentence of the
first paragraph is changed from 602.07.01.11 to 602.07.01.10.
Section 602.07 ofOPSS 602 is amended by the addition of the following subsection:
602.07.05
Quality Control
Pre-installation Testing and Inspection
The Contractor shall inspect the electrical chambers and chamber drain components prior to installation to
ensure that they meet the requirements of the contract.
The Contractor shall submit to the Contract Administrator certification from the Manufacturer that the
product complies with the Contract requirements.
Strength Testing of Handholes
Ten percent of the handholes shall be selected for strength testing. For each handhole selected, the
handhole shall be placed on a flat surface with only the bottom of the handhole in contact with the
ground. No external support shall be provided for the sides of the handhole. A weight of 2,000 kg shall be
placed on top of the handhole for ten minutes. At the end of each test, the handhole shall be inspected.
The handhole shall not exhibit any signs of cracking or deformation. If the handhole is deformed,
cracked, or damaged in any way, it shall be considered failed and shall be replaced in full. If one or more
handholes fail, then another ten percent of the handholes shall be selected and tested. If one or more of
those handholes fail, then all of the handholes shall be tested.
The results ofthe strength testing shall be submitted to the Contract Administrator.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
18.
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Proof ofPerfonnance Testing and Inspection
The Contractor shall inspect all electrical chambers to ensure that they meet the contract requirements. In
particular, and without limiting the foregoing, the Contractor shall inspect all electrical chambers to
ensure that: they are properly seated and aligned to a plumb position; backfill is placed in accordance with
the type of material indicated in the Contract Documents; the backfill complies with compaction as
indicated in the Contract Documents; all unused holes and spaces are filled; waterproofing has been
correctly applied (where applicable), and all frames and covers are secured and adjusted to grade as
indicated in the Contract Documents. For cast-in-place units, concrete shall be tested in conformance with
the requirements ofOPSS 904.
.......-..---.--00000-.-.-...-.----
MATERIAL SPECIFICATION FOR ELECTRICAL HANDHOLES
2.0
REFERENCES
This specification refers to the following standards, specifications or publications:
ANSI/SCTE Standards:
ANSI/SCTE 77 - Specification for Underground Enclosure Integrity
ASTM Standards:
ASTM C-857 - Standard Practice for Minimum Structural Design Loading for Underground Precast
Concrete Utility Structures
ASTM F593 - Stainless Steel bolts, hex cap screws and studs.
CSA Standards:
CAN/CSA A23.I-M9O - Concrete Materials and Methods of Concrete Construction
CAN/CSA A23.2-M9O - Methods of Test for Concrete
CAN/CSA.G40.20-04/G40.21-04 - General Requirements for Rolled or Welded Structural Quality Steel /
Structural Quality Steel
CAN/CSA-G I 64-M92 (R2003) - Hot Dip Galvanizing of Irregularly Shaped Articles
3.0
MATERIALS
All material shall have a minimum compressive strength of 135MPa and shall be suitable for installation
and use through a temperature range of -40 C to +70 C. All concrete shall be according to CSA A23.1-M90
and CSA A23.2-M90. All handholes shall be according to ASTM C857 and ANSI/SCTE 77.
Each electrical handhole cover shall be galvanized steel according to CAN/CSA-G40.20/G40.21 and
CAN/CSA-G164M92 (R2003). The top side of each handhole cover shall have a checkered tread. As a
minimum, the thickness of each handhole cover shall be 10 rom.
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CONTRACT NO. CL2007-20
19.
3.01
Fastening Material
All bolts, studs, screws, nuts, washers and other fastening material shall be stainless steel and shall be
according to ASTM F593.
4.0
PRODUCTION
4.01
Marking
Each handhole shall have identification markings embedded on the outside vertical surface of the handhole,
showing the manufacturer's name or trade mark, and the date of manufacture. The top surface of the
handhole cover shall be permanently marked, showing the manufacturer's name or trade mark, and the date
of manufacture. This marking shall be embedded into the top surface of the handhole cover, or it shall be
embedded into a corrosion-resistant metal plate securely cemented to the top surface ofthe handhole cover.
4.02
Dimensions
Each handhole shall have dimensions as indicated in the Contract Documents
RIGID DUCTS, DIRECT BURIED-ITEM NO. E2
RIGID DUCTS BY SUBSURFACE INSTALLATION-ITEM NO. E3
Amendment to OPSS 603, March 1993
603.02
REFERENCES
Section 603.02 ofOPSS 603 is amended by the addition of the following:
United Laboratories
UL 651 B - Standard Specification for Continuous Length HDPE Conduit
American Society for Testing and Materials International
ASTM F2l60 - Standard Specification for Solid Wall High Density Polyethylene Conduit Based on
controlled Outside Diameter
National Electrical Mannfacturers Association
NEMA TC 7-2005 - Smooth-Wall Coilable Electrical Polyethylene Conduit
603.05.08
Ducts and Fittings
Subsection 603.05.08 ofOPSS 603 is amended in that the term "50 mm" of the last paragraph is replaced
by "50 m'l.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
20.
Table I is deleted and replaced with the following:
TABLE 1 - DUCTS AND FITTINGS
Duct & Fitting Direct Concrete Subsurface Embedded Surface
Description Type Buried Encased Installation Work Mounted Standard
In In Liner
Ground
Polyethylene Flexible X CSAB137.1 Series
75
Electrical Non- Flexible X X X X X CSA C22.2 No.
metallic Tubing 227.1
High Density Flexible X X UL 651B; ASTM
Polyethylene F2160; Sched 40
(HOPE)- and NEMA TC 7-
2005 for type
EPEC
PVC Rigid X X X X X X CSA C22.2 No.
211.2
Polymeric PVC Rigid X X X CSA C22.2 No.
type type OB2 type 211.1
EB1/DB2 EB1/DB2
RE Rigid X X X X X X CSA C22.2 No.
heavy thin. std.. heavy Std., thin, std., Std., heavy 211.3
wall heavy wall wall heavy heavy wall wall
wall
Galvanized Steel Rigid X X X X CSA C22.2 No. 45
*HDPE duct may be used for sub-surface installation for EL V cables where ducts are 50 mm diameter or smaller. Where flexible
ducts are indicated, the Contractor shall have the option of using rigid ducts of the same inside diameter.
603.07
CONSTRUCTION
603.07.09
Quality Control
Pre-installation Testing and Inspection
The contractor shall inspect all ducts to ensure that they meet the requirements of the contract.
The contractor shall ensure that all ducts are stamped with the appropriate CSA Standard number and
strength and type (where applicable) as required in Section 603.05. During installation, the contractor
shall ensure that all ducts are properly bedded, have sufficient depth of cover and are coupled or
connected to electrical chambers, poles or other devices in conformance with the requirements of the
contract.
Proof of Performance Testing and Inspection
The Contractor shall inspect and test all ducts to ensure that they meet the contract requirements. In
particular, and without limiting the foregoing, the Contractor shall test all ducts to ensure that they are
free of debris, water, breakage or distortion.
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CONTRACT NO. CL2007-20
21.
603.10
BASIS OF PAYMENT
616.10.01
Rigid Ducts Direct Buried
Section 603.10.01 is amended by the addition of the following paragraph:
Payment at the contract price shall also include restoration following backfill of all grassed areas
disturbed by excavation with a minimum of 100mm of good quality topsoil and sod. Payment shall also
include restoration following backfill of all asphalt driveways and walkways disturbed by excavation with
a minimum of 50mm of HL3 asphalt.
LOW VOLTAGE CABLES IN DUCTS-ITEM NO. E4 AND ES
Amendment to OPSS 604 dated November 2004
604.07
CONSTRUCTION
604.07.07
Quality Control
604.07.07.01
General
Sub-section 604.07.07.01 is amended by the addition the following:
Pre-installation Testing and Inspection
The Contractor shall inspect the cables, splicing and connection components prior to installation to ensure
that they meet the requirements of the contract.
Proof of Performance Testing and Inspection
The Contractor shall ensure that all cables are installed, tested and spliced as indicated in the Contract
Documents and that all cables are energized and in working order.
GROUND WIRES - ITEM NO. E6
GROUND ELECTRODES - ITEM NO. E7
All work shall be carried out in accordance with OPSS 609
Amendment to OPSS 609 dated November 2001
609.02
REFERENCES
Sub-section 609.02 is amended by the addition of the following:
IEEE 837
Standard for QualifYing Permanent Connections Used in Substation Grounding
UL 467
Grounding and Bonding Equipment
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
22.
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609.05.05
Ground Connectors
Sub-section 609.05.05 is amended by the addition of the following:
High pressure irreversible compression connectors shall be:
made of pure wrought copper extrusion
made of the same material as the conductors
according to CSA 22.2 No. 41, UL467, and IEEE 837.
connected according to the manufacturer's recommendations
connected using a minimum compressive force of 100 KN and a minimum compressive
pressure ono MPa.
High pressure irreversible compression connectors shall have crimp verification for the inspection and
verification of CSA and UL compliance markings.
609.07.03.05
Ground Wire Connections
The second paragraph of clause 609.07.03.05 is deleted and replaced with the following:
Moulded type ground connectors or high pressure irreversible compression connectors shall be used at
pad mounted electrical-electronic equipment, power supply locations, and all locations where the ground
connectors are direct buried or inaccessible.
609.07
CONSTRUCTION
Section 609.07 is amended by the addition ofthe following:
609.07.10
Quality Control
Pre-installation Testing and Inspection
The Contractor shall inspect the grounding cables, bonding jumpers, ground electrodes and connection
components prior to and during installation to ensure that they meet the requirements of the contract.
Proof of Performance Testing and Inspection
The Contractor shall inspect and test the grounding to ensure that it meets the requirements of the
contract. In particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure
that all electrical connections and splices have been properly installed in accordance with the
requirements of the contract. The Contractor shall test all system and components grounding. The
Contractor shall test the resistance to ground between the equipment enclosures and the grounding grid. In
soils of low conductivity, additional ground rods, ground plates and ground wires shall be added as
required. Readings shall not exceed 25 ohms. These measurements shall be undertaken when frost
penetration does not exceed 150 mm. Copies of all documentation shall be included in the Service
Manual.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
23.
REMOVAL OF ELECTRICAL EQUIPMENT-ITEM NO. E8
Amendment to OPSS 610 dated November 2006
GENERAL
610.07.06
Cables and Condnit
Subsection 610.07.06 ofOPSS 610 shall be amended with the addition of the following:
Underground cables and conduit systems designated for relocation in the contract shall be salvaged and
preserved for reconnection as indicated on the contract drawings.
610.07.09.03
Shipping of Salvaged Electrical Equipment and Materials
The second paragraph of clause 610.07.09.03 ofOPSS 610 is deleted and replaced with the following:
The following equipment shall be salvaged and stored on site for use elsewhere in the contract:
(I) Decorative steel base mounted lighting pole
(I) Decorative luminaire and bracket arm.
Section 610.07 ofOPSS 610 is amended by the addition of the following subsection:
610.07.12
Quality Control
Pre-installation Testing and Inspection
The Contractor shall inspect the components to be removed. If the components are to be salvaged for
reuse within the contract or for storage at the Owner's premises, the Contractor shall make a list of any
imperfections ofthose components and shall submit the list to the Contract Administrator.
Proof of Performance Testing and Inspection
The Contractor shall inspect the work to ensure that all electrical removals have been carried out and that
all components requiring disposal at approved sites have been done such that no such materials remain on
the Owner's lands. The removals shall be done in accordance with the requirements of the contract, and
all applicable laws.
610.10.01
Payment
Subsection 610.10.01 is amended by the addition of the following:
"Compensation for costs associated with the removal, salvage and storage requirements of61O.07.05 shall
be deemed to be included in the contract prices for those items requiring the work. Payment shall also
include removal and storage for use elsewhere in the contract of:
(I) Decorative steel base mounted lighting pole
(I) Decorative lurninaire and bracket arm.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
24.
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SUPPLY CONTROL CABINET ASSEMBLY - ITEMS NO. E9
This Special Provision replaces OPSS 614 dated September 1984 in its entirety.
CONSTRUCTION SPECIFICATION FOR THE INSTALLATION OF POWER SUPPLY
EQUIPMENT
TABLE OF CONTENTS
Error! No table of contents entries found.
614.01 SCOPE
614.02 REFERENCES
614.03 DEFINlTIONS - Not Used
614.04 SUBMISSION AND DESIGN REQUIREMENTS
614.05 MATERIALS
614.06 EQUIPMENT - Not Used
614.07 CONSTRUCTION
614.08 QUALITY ASSURANCE - Not Used
614.09 MEASUREMENT FOR PAYMENT
614.10 BASIS OF PAYMENT
614.01 SCOPE
This specification covers the requirements for the installation of Distribution Assembly, and Supply
Control Cabinet Assembly.
The requirements ofOPSS 601 shall apply to this work.
614.02
REFERENCES
This specification refers to the following standards, specifications or publications:
Ontario Provincial Standard Specifications, Construction:
OPSS 601
OPSS 603
OPSS 604
OPSS 609
Electrical Work - General
Underground Ducts
Cable Installation
Grounding
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SPECIAL PROVISIONS- TENDER ITEMS
CONTRACT NO. CL2007-20
25.
Ontario Provincial Standard Specifications, Material:
OPSS 2414
OPSS 2480
OPSS 2485
Distribution Assembly - Single Phase and Three Phase
Supply Control Cabinet Assembly
Photoelectric Controllers
Others:
CSA Standard C 22.2 No. 211.2 - 1984, - Rigid PYC (Unplasticized) Conduit
614.04
SUBMISSION AND DESIGN REQUIREMENTS
The following information shall be submitted to the Contract Administrator:
a. actual breakdown cost of Utility Work, such as 'hook up', 'transformation', etc.
b. Utility company contact person's name, address and telephone number.
614.05
MATERIALS
614.05.02
Supply Control Cabinet Assembly
Supply control cabinet assemblies shall be according to OPSS 2480, February 1996, its amendment and
the specific requirements as described below:
Supply "A"
Supply 'A' is an existing cabinet in an existing supply pedestal. The Contractor will supply and install
additional circuit breakers for new lighting circuits as follows:
1 40 Amp single pole breakers for the illumination circuits.
I 40 Amp single pole breaker as a spare.
Supply'B'
At Supply '8' the Contractor shall supply and install equipment for the power supply on the service pole
in accordance with the Power Supply '8' Installation Detail on drawing E2 and as follows.
Supply Control Cabinet Assembly '8' shall be a load centre - Square 'D' Model CQ0l8MIOORB
or approved equal complete with top and bottom entry hubs and lockable hasp.
The Contractor shall supply circuit breakers at the supply location as follows:
1 2 pole - common trip circuit breaker, Square 'D' Catalogue No. QOMIOOYHL
(100 Amp.). This shall be the main circuit breaker.
3 30 Amp single pole breakers for the illumination circuits.
1 30 Amp single pole breaker as a spare.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
26.
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The Contractor shall ensure that the Supply Control Cabinet Assemblies are "Service Entrance Ready"
prior to installation.
614.05.03
Photoelectric ControUers
Photoelectric controllers shall meet the requirements of OPSS 2485.
614.05.04
Cables and Cable Connectors
Cables and cable connectors shall meet the requirements of section 604.05 of OPSS 604.
614.05.05
Gronnding Materials
Grounding materials shall meet the requirements of section 609.05 of OPSS 609.
614.05.06
Conduit and Fittings
Rigid PVC conduit and fittings for the installation of pole-mounted equipment shall meet the
requirements of CSA Standard C 22.2 No. 211.2.
614.07
CONSTRUCTION
614.07.01
Distribntion Assembly
Equipment enclosures shall be installed squarely and symmetrically on the concrete pad.
A neoprene gasket shall be attached squarely and symmetrically on the bottom channel of the enclosure
prior to installation, with holes for mounting bolts drilled where necessary. Anchor bolts shall be secured in
place in the locations sbown in the manufacturer's instructions or where bolt holes have been provided.
614.07.02
Supply Control Cabinet Assembly
Supply control cabinet assemblies shall be mounted securely on poles using stainless steel strapping.
Rigid PVC conduit and fittings shall be installed on wood poles using PVC coated pip straps with
galvanized lag screws at 1.5 m maximum centres. Installation on metal or concrete poles shall be done
using stainless steel strapping at 1.5 m maximum centres. The conduit system shall be installed in straight
lengths to follow the taper of the pole. Offset bends shall be used where required to avoid pole attachments
and shall be kept free of kinks or scorch marks.
Section 614.07.02 is amended by the addition of the following:
The Contractor shall leave sufficient wire coiled, ducts, etc. for the Supply Authority to make final
connections to secondary feed.
The Contractor shall contact the Snpply Authority two weeks before the power to the service is
reqnired and request a "Service Layout". The Contractor will meet the Supply Authority
representative on site and coordinate the requirements to complete the services.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
27.
At Supply Location' A' the Town of C1arington shall be contacted to gain access to the inside of the
existing enclosure.
Clarington Contact:
Larry Postill - Operations Department, 905-263-2292
At Supply Location 'B', Hydro One shall be contacted for coordination of the secondary connections.
Hydro One Business Office:
1-(888) 871-3514
It will also be the Contractor's responsibility to obtain an "Inspection Clearance" from the Electrical
Safety Association Inspection Department. The "Inspection Clearance" must be obtained at least 48
hours in advance of the power turn on to ensure that the appropriate Supply Authority will receive it prior
to turn on.
614.07.03
Cable and Fuse
Cables, terminations and connections shall be installed in accordance with the requirements ofOPSS 604.
Service cables, from the point of service connection to the main disconnecting means shall meet the
requirements of the Code.
High voltage fuses shall be approved by the Supply Authority prior to installation.
614.07.04
Gronnding
All pad mounted equipment shall be grounded by means of ground wire jumpers connected between the
equipment ground bus and the exterior ground grind. Lighting arrestors shall have the ground cable
connected securely to the equipment ground bus. The neutral bus of the main disconnecting means or the
secondary neutral terminal of the transformer shall be grounded.
In supply control cabinet assemblies, the system ground wire and the service ground wire shall be connected
to the neutral bus.
All grounding work shall be carried out in accordance with the requirements ofOPSS 609.
614.07.05
Photoelectric Controllers
Photoelectric controllers shall be installed on poles with twist lock mounting adapters and brackets.
Brackets shall be mounted on metal or concrete poles with stainless steel strapping or on wood poles with
galvanized lag screws. The photo-conductive cell window shall be set to face in a northerly direction but
away from any nearby light sources.
614.07.06
Quality Control
Pre-installation Testing and Inspection
The Contractor shall inspect the power supply equipment to ensure that it meets the requirements of the
contract. In particular, and without limiting the foregoing, the Contractor shall perform a visual inspection
of all the power supply equipment prior to its delivery. The Contractor shall inspect the following
components to ensure that they meet the requirements of the contract:
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
28.
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General Appearance
Insulation
Transformers
Wires and Connectors
Labelling
Switches
Breakers
Grounding Connections
Grounding and Bonding Materials
Enclosures Materials
Cabinet Materials
Doors and Latching Mechanisms
Conduits and Tubings
Any other components
Panelboards
Contactors
Thermostats
Exhaust Fans
BarrierslRaceways
Photoelectric Controllers
Proof of Performance Testing and Insoection
The Contractor shall perform visual inspection on the installed power supply equipment, inspecting all
components, as listed under Pre-installation Testing and Inspection. In addition, the Contractor shall
perform Low Voltage System tests on wiring of the equipment in conformance to OPSS 604. The
Contractor shall perform all tests on grounding of equipment in conformance to OPSS 609.
The inspection, testing, and test results shall be witnessed by the Quality Verification Engineer. The
Quality Verification Engineer shall issue a Certificate of Conformance that the work has been inspected
and tested, and that the material and installation are in General Conformance with the requirements of the
contract.
614.09
MEASUREMENT FOR PAYMENT
614.09.01
Actual Measurement
Distribution Assemblies
Supply Control Cabinet Assemblies
The unit of measurement is each.
614.09.02
Plan Quantity Measurement
Measurement is by Plan Quantity as may be revised by Adjusted Plan Quantity. The unit of measurement
is each.
614.10
BASIS OF PAYMENT
614.10.01
Supply Control Cabinet Assemblies
Payment at the contract price for the above tender itern(s) shall be full compensation for all labour,
equipment and materials required to do the work.
-------------------------00000------------------------
AMENDMENT TO OPSS 2414. FEBRUARY 1996
2414.04
SUBMISSION AND DESIGN REQUIREMENTS
Section 2414.04 of OPSS 2414 is amended by the addition of the following subsection:
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
29.
2414.04.02
Shop Drawings
The shop drawings shall contain, at a minimum, the following information:
(a) plans, elevations, sections and details to show enclosure, structural details, equipment layout and
mounting arrangement, anchor bolt locations and overall weight;
(b) detailed bill of materials;
(c) wiring diagrams;
(d) details of equipment nameplates and notices.
Each shop drawing shall bear the seal and signature of an Engineer. The Contractor shall submit shop
drawings to the Contract Administrator.
2414.05
MATERIALS
2414.05.03
Thermoset Insulated Wires and Cables
Subsection 2414.05.03 ofOPSS 2414 is deleted and replaced with the following:
All interconnecting wires and cables shall be copper of insulation type RWU90 and shall conform to CSA
C22.2#38.
Sections 2414.08 and 2414.09 ofOPSS 2414 are deleted in their entirety.
Table 2, Total Systems Ratings ofOPSS 2414 is amended by changing the "Service Cable Size" for 150
KV A Distribution Assembly Rating, from "#2/0 A WG" to "#3/0 A WG".
------------------------00000---------------------
AMENDMENT TO OPSS 2480. FEBRUARY 1996
Section 2480.04 ofOPSS 2480 is deleted and replace with the following:
2480.04
SUBMISSION AND DESIGN REQUIREMENTS
2480.04.01
Design
The supply control cabinet assembly shall conform to the details shown in the Contract Documents. The
complete assembly shall be "Service Entrance Ready". The complete assembly shall pass Electrical
Safety Authority (ESA) equipment inspection, and shall be issued with an ESA label of approval. These
approvals shall be obtained before the unit is shipped.
2480.04.02
Shop Drawings
The shop drawings shall contain, at a minimum, the following information:
(a) detailed dimensioned layout shop drawings including sections and details to show enclosure,
equipment layout and mounting arrangement and exact weight;
(b) detailed bill of materials;
(c) wiring diagrams;
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
30.
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(d) details of equipment nameplates.
Each shop drawing shall bear the seal and signature of an Engineer. The Contractor shall submit shop
drawings to the Contract Administrator.
2480.05
MATERIALS
2480.05.01.01
General
Clause 2480.05.01.01, paragraph (d) ofOPSS 2480 is amended by the addition of the following:
The barrier for the service cables must completely separate the cables from the branch circuit section; the
barrier for the photoelectric controller cables must completely separate the cables from the service
section.
2480.05.08
Panelboard
Subsection 2480.05.08 ofOPSS 2480 is amended in that the reference to CSA C22.2 No. 12 is changed to
CSA 22.2 No. 0.12.
2480.07.02
Marking
Subsection 2480.07.02 ofOPSS 2480 is deleted and replaced by the following:
Each supply control cabinet shall have identification marking showing the assembler's name or trade
mark, enclosure manufacturer's name or trade mark, the number OPSS 2480/SP614FOI and the date of
manufacture. The marking shall be on a corrosion-resistant metal plate permanently attached with
adhesive to the inside of the door, and be located in a highly visible location.
The manufacturer must put the label "SERVICE ENTRANCE READY" on the dead front panel."
Sections 2480.08 and 2480.09 ofOPSS 2480 are deleted in their entirety.
CONCRETE POLES, DIRECT BURIED IN EARTH -ITEM NO. EI0
REINSTALL DECORATIVE STEEL POLES, BASE MOUNTED -ITEM NO. Ell
615.05 MATERIALS
615.05.03
Poles
Subsection 615.05.03 ofOPSS 615 is deleted and replaced by the addition of the following:
Decorative Concrete Poles:
Decorative concrete poles shall be Town ofClarington standard, 20 ft. 'Canterbury' direct buried as
manufactured by Stresscrete, Catalogue Number KYH20-G-EII c/w 140-15/30, BA, FPH and 6' ball cap
or approved equal. Banner arms, flower pot holders and ball caps shall be charcoal grey in colour as per
Town ofClarington standard. Poles shall be round etched finish, colour - eclipse (no acrylic).
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
31.
Round Class 'B' Poles
Concrete poles shall be 32.5ft, Class 'B' direct booed poles as manufactured by Stresscrete, Catalogue
Number E-325-BPR-G or approved equal. Poles shall be round standard mold finish and are to be
supplied with zinc alloy handhole covers and weatherproof pole caps.
Decorative Steel Poles, Base Mounted
Decorative steel poles to be re-installed are from salvaged equipment as specified in the Contract
Documents.
CONCRETE FOOTING IN EARTH -ITEM NO. E12
Amendment to OPSS 616 dated November 2001
616.07
CONSTRUCTION
616.07.01.03
Auchorage Assemblies
Section 616.07.01.03 is amended in that the first sentence of the second paragraph is deleted and replaced
with the following:
Anchorage assembly of the size and type to match the existing pole base and existing bolt circle diameter,
shall be accurately positioned in the pole footing.
Section 616.07 is amended by the addition of the following sub-section:
616.07.06
Quality Control
Pre-installation Testing and Inspection
The contractor shall inspect the anchorage assemblies, studs or bolts and connection components prior to
installation to ensure that they meet the requirements of the contract.
Proof of Performance Testing and Inspection
The Contractor shall inspect the work to ensure that it complies with the requirements of the contract. In
particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure that all
components are installed as indicated in the contract and that all footings and pads, including anchorage
assemblies, are properly oriented and in working order.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
32.
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ROADWAY LUMINAIRES AND BRACKET ASSEMBLIES AND REINSTALL DECORATIVE
LUMINAIRE AND BRACKET ARM - ITEM NO. E13
617.05
MATERIALS
617.05.01
Luminaires
Subsection 617.05.01 ofOPSS 617 is deleted and replaced by the addition of the following:
Decorative Luminaires
Each decorative luminaire shall be a 100 Watt High Pressure Sodium complete with 100 Watt Auto-
transformer or isolated secondary transformer type integral ballast for grounded systems, Type III
Distribution. For 120 Volt operation per OPSS 2432, Photometric file No. King (flat glass)
VL3HGFL3.ies or approved equal. King Luminaire Catalogue Number: K29-HGF-1ll-100(MOG)-HPS-
I 20-KPLlO-PBC-BK. The luminaire shall be complete with 100 Watt high pressure sodium lamp ANSI
designation S54SB-IOO. Each luminaire shall be equipped with individual photoelectric controller and
receptacle.
Each decorative luminaire shall be equipped with a 2.4m aluminum truss arm, charcoal grey colour as per
Town of Clarington standard.
Cobrahead Luminaires
Each luminaire shall be 250 Watt High Pressure Sodium complete with 150 Watt Auto-transformer or
isolated secondary transformer type integral ballast for grounded systems, Type II Distribution-Medium
Cut-off. For 120 Volt operation per OPSS 2432, Photometric file No. Cooper OVF (flat glass) 76664Lies
or approved equal. Cooper Catalogue Number: OVFI5SW22D, The luminaire shall be complete with
150 Watt high pressure sodium lamp ANSI designation S56SC-150. Each luminaire shall be equipped
with individual photoelectric controller and receptacle.
Each luminaire shall be equipped with a 2.4m aluminum single tapered elliptical bracket arm.
Reinstalled Decorative Lnminaires
Luminaires and bracket assemblies to be re-installed are from salvaged equipment as specified in the
Contract Documents
All salvaged luminaries shall be cleaned and re]amped following reinstallation.
617.05.03
Low Voltage Cables
Subsection 6] 7.05.03 ofOPSS 617 is amended with the addition of the following:
The conductors which connect the luminaire shall be RWU-90 cross link, #12 AWG. Include a one metre
coil for connection to the luminaire.
Section 617.05 ofOPSS 617 is amended by the addition of the following subsections:
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
33.
617.05.11
Disclaimer
The Contractor must make such independent investigations and inquiries of the luminaire suppliers, as it
deems necessary, to satisfY itself as to the quality, quantity and timeliness of delivery ofluminaires
required by the Contract, and to ensure that all material supplied by the Contractor satisfies the specific
requirements of this Contract.
If the luminaire supplier(s) is unable to deliver the luminaires required by the Contract in a timely
manner, the Contractor shall only seek its damages from the supplier(s).
617.05.12
Marking
A permanent label shall be provided and attached to the interior of the luminaire indicating the
manufacturer's name or trademark, catalogue number, date of manufacture, photometric curve number
and the ANSIIIES photometric classification and distribution type, the suitable supply voltage and
frequency, the lamp type, the lamp wattage and the nominal operating voltage of the lamp so that it is
clearly visible during maintenance operations.
A label including a wiring diagram shall be attached to each ballast showing the ballast schematic wiring
diagram and shall be visible during maintenance operations.
For asymmetrical luminaires with adjustable optical systems, an externally embossed identification mark
shall be located in line with the horizontal axis of the lamp.
PART'F':
GENERAL ITEMS
SUPPLY AND MAINTAIN FIELD OFFICE - ITEM NO. Fl
Under this Item the Contractor shall supply and maintain a field office for the sole use of the Contract
Administrator as described in Clause 16 of the Special Provisions - General.
Payment shall be made at 50% on the first Payment Certificate and the 50"10 balance will be paid on the
Payment Certificate following issuance of the Certificate of Substantial Performance.
MOBILIZATION AND DEMOBILIZATION - ITEM NO. F2
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.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2007-20
34.
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.4 Moving off the site and removal ofthe 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.
BONDS, INSURANCE AND MAINTENANCE SECURITY - ITEM NO. F3
Reference: RMDSS, Section 01001
Include: .1 100% Performance and Guaranteed Maintenance Bond for 24 months.
.2 100% Labour and Materials Payment Bond.
.3 Liability Insurance based on the Contract Price.
100% payment of this Item shall be made on the first Payment Certificate.
PART 'G': PRICE ADJUSTMENT - ASPHALT CEMENT
ASPHALT CEMENT PRICE ADJUSTMENT - ITEM NO. Gl
Payment shall be made under this Item for payment adjustment for asphalt cement placed in the Contract
in accordance with Clause No. 28 of the Special Provisions - General.
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CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
CONTRACT NO. CL2007-20
DESIGN GUIDELINES
SECTION 900
INSPECTION/CONSTRUCTION
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SECl'ION 900 INSPECTION, MATERIALS AND CONSTRUCTION-J6
1.0 GENERAL
1.01 These pidelines are to be used in c:oojlUlCtion with the conditions set out in the
Subdivision ~ in p;1I1icular Scbedule 01" --Duties of Ownen F~ lIDd
Schedule "L o-Regu\alioas for CoDSlruclion.
1.02 The Owner's Consulting ~ shall provide fuU-time inspection and supervisioa of
all Worts.
I .03 The Consulting Eoginea- shall lake extensive pm:oostructjon photos of SW10IIIding
lands, and shall provide daled/described copies of such photographs 10 Ihe Municipllity.
1.04 Conslruction siles are 10 be maintained 10 preventlllllJCCcsS:.a y ponding of water.
1.05 Prior 10 requesting Ihe inspections (or re-inspections) from the Municipality, Ihe
Consulliog Engineer shall verilY the proper completion of the Wods, and submit a
written request
1.06 All equipment, materials and methods involved in IrenCb backfill, filling, granubrs,
concrele and asphalt shall be monitored and Certified as ac<<ptable by the owner's
Geoledmical Engineer (see attacIted fonn). Unless noted oIhawise, the Ienn "compacted"
shall_ 95% Standard Proctor or higher (native materials) and 98% Standard ProcIor or
higher (granular materials). Such certification shall be in a lOon ac<<ptable 10 the Director
and shall include all supporting documentation and lest results. Mix designs lOr concrete
and asphaIl shall be obtained and approved by Ihe Geotechnical Engineer. The
Geotechnical Eoginea- shall ensure lhatthe type, frequency, location and results of aIItesls
is sufficient 10 ensure certification. FurIhennore, the Geotechnical Engineer shall eusure all
results for a given stage of construclion are acceptable prior to conunencing the next stage
of construction.
2.0 STORM SEWERS
2.01 All materials shall be visually inspecled by the Consulting Engineer upon delivety, to
ensure confonnity with specifications and the approved engineering drawings, and to
ensure any damaged/substandard malerial is marl:ed and removed from the sile
immediately
2.02 Installation of storm sewers shall be conlinually monitored for adherence to proper
bedding, pipe laying, backfilling and compaction procedures All slorm sewers,
catchbasins and manholes shall be conslrucled true to line and grade. Slreel catcbbasins
are to be installed in precise alignment with curb lines, and no tolerances will be
permitted Rear)'llrd catchbasins ihall be accurately surveyed and verified by the
Consulting Engineer for correct location prior to Ihe issuance of a Certificale of
Completion The precast lops of manholes and calchbasins shall be checked for excess
brickwork prior 10 roadbuilding.
INSPECTION, MATERIALS AND CONSTRUmON-37
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2.03 Trench widths sbaU be kept at a minimum, wbiIe providiDg proper widlbs to coable
mechaoicaJ COIIlpaClion. All trmr.hi11g must acIJcrc: to MiDisby of Labour rcquiJancats.
2.04 Manholes are to be backfilled with CIIR1paCted saud, QIlDIi'lg miD. 1.0 III hm the
outside face of!hesCructure. (CatcbbasiDs miD. 30lbm iom !he face of !he $lJu",,,).
2.05 House 00IIlIeCtiGns shall extald 1.5 m iato !he lots and be plugged with approved
removable p\ugs. Bedding sbaIJ be as per approved sbolbn1 4rawing. Tees shaD be pre_
manufactured for pipes 450lmn diameter and smaller, cxmI (on site) if525mm diameter
or larger, and sIWI be sccun: and watertight. The invert of all tees sbaU be located above
the springIine of -.c sewer main and sbaU be a minimum of 600mm from the aearesl
adjacent tee or joint, unless approved otherwise.
2.06 Concrete pipes intwout of manholes sba1I be conm:te cndIcd precisely to !he fust joint.
2.07 All storm sewers, including street and rear yanl calcbbasio leads (and individual service
latecals where dUmed), shall be inspected using approved bigh quality video recording
~uipment and procedures. The inspection shall be carried out in a manner acceptable to
the Mwticipality and all video tapes shall be submitted to tbe Municipality for review and
permanent storage. Video fe-inspections may also be rtqueSted.
2.08 Infiltration shall DOl be permilled into tbe storm sewer system. All leaks shall be
investigated to detennine their source and shall be com:ded to the satisfaction of the
Municipality.
2.<19 Pipes wbich have failed in any manner, including cracking (O.3mm design loading cracks
excepted), exposed reinforcing or other defects, shan ~ removed and replaced to the
satisfaction of the Direclor. No repairs shall be undertaken wilhout the consent and the
direct supervision of the Municipality.
3.0 BACKFlLLING, GRADING AND GRANlILAR ROAD BASE
3.01 Backfill containing organic or frozen material, or excessively moist material which
cannot support conventional compaction equipmenl. shall be deemed unsuitable and shall
not be used. The initiallill. of native backfill shall not exceed 10 m in depth above the
compacted sand cover over the slorm sewer and each additional lift shall be placed in
layers not exceeding 300mm loose measurement (unless pre.authorized by the
Geotechnical Engineer). Each lift shall be compacted until it has achieved the specified
density before any additional lifts are placed
3.02 Backfilling operations shall follow pipe instaUalion as closely as possible and be limited
to 75 metres of open trench maximum.
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INSPECTION, MATERIALS AND CONSTRUCTION-18
3.03 The ~ Eagincer sbaU doclmeot a111ests, including failures and mests, in
sequenlial onIer, cootiauously tbrougbout die project. A CGpy of all lest results sWI be
kept at the site lniIer, in additioa 10 providing daily pJolting of all lest n:salts 00 die plan
and profile drawiugs.
3.04 The Coosukiag Eagincer sbaU eusure Chat !be subgrade is fine graded kI lhe correct
width, and Chat lhe minimum 3% crossfall is coosislendy mainlained, wilh DO
loogiludiaal ruts penoiUcd. The Gcutcc:boical F.I\gineer shall ~Ioy aw."I"iale lcsliog
measures Co assess lite $UitabiJity of lhc subgrade, including proof-rolliog, and shall make
appropriale ~ Co lite Coosalliag Eogiocer md Mllllicipality. Whcuever
possible, ~li7~ soft areas in !be subgrade shall be rcpIaced with suilalJk native
material, DOl grwRIIar material. Wbcn additional graouIars II1USt be used, they should be
considered 00 a sired by sired basis. Subdrains must lheo be lowerM acconlingly, and
10: IIiost Capers must be provided.
3.05 Subdrains $!WI be iostaIled ooly after the subgrade has been proof-rolled and lhe road
structure has been finalized. Subdraios shaII be installed true to line and grade, in a
trench condition, and $!WI be bacldilled with approved granular material having
aggregates DOl exceeding 19nun. All sobdr.Uns shall be sopplied with a filler sock.
3.06 The Geotechnical Engineer shall confirm (in a fonn acceptable to the Municipality) the
acceptability of each stage of roadbuilding prior to subsequent stages commeocing.
Subsequent stages of road construction shall oot proceed wilhout approval from
Municipal staff
3.07 After base curbs are iostaIled, all Gtanular 8 must be regraded and verified by Municipal
staff prior to placing Granular A (Any Granular A placed prior to base cwbs shall be
considered Granular 8).
3.08 Granular material shall be tested in accordance with the latest O.P.S.S. specifications.
Material shall be tested at the pit and also as it arrives on site. Material not conforming to
the specifications shall be rejected and removed from site.
4.0 CONCRETE WORKS
401 Concrete 10 be supplied by MTO. approved sources only All concrde shall be
monitored and all applicable tests (compressive strength, slump, air entrainment, etc.)
shall be carried out by the Geoteclmical Engineer as specified in accordance with the
applicable OPSS and ASTM specifications Any material not meeting specifications
shall be rejected immediately.
4.02 All concrete 10 be placed as per the Municipality's Standard Drawings Contraction joints
shall be in accordance with the Municipality's standard drawings and shall be completed
as early as practical and before any initial cracking occurs. Large cracks or several
INSPEmON, MATERIALS AND CONSTRUmON-39
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smaller aacts between coalr3ction joints in curbs wi. RqUin: ranoval and rqJIacancat
of that scctioa of curb. Sidewalks with distinct cncb wiD also require Rplacaneu.
4.03 Curing ~ aIJaU be geDerousJy appIicd to 311~ c:ooaetc surfaces, repnIIcss
of ambient t~4lRs or season, between I and 2 how1i of finiohillg.
4.04 All ClUbs to be pbced lISing approved curb IIIlICIJioe$. Excess coocnte formed during
curb m"Cbine pJacem.".t sballbe promptly lrimmed _ removed prior to settiug. l1Ie
minimum IeogtIJ of curb to be ranoved and Rplaced sballbe I.S m. No COllCRte patdI
repairs sbaI1be pennitted.
4.05 Prior to placement of top curb, base cwb aIJaU be cleaned and then inspected by
Municipal staff. Base cwb and stimJps sballbe repaimlmdlor replaced as directed.
4.06 The depth oftop curb at the edge of pavemenl shaU not be less than 100nun and shall be
continually verified by lite Coosuhing Engineer.
4.07 Immediately prior to lite Placemenl of lop curb or sidewalk, the existing surface shall be
dampened with water to prevenlleacbing of moisture liom lite ITesb concrele.
4.08 Driveways 10 be as per approved house siting plans, with minimum widths of 4.610 for
single detached homes.
5.0 ASPHALT PAVEMENT
5.01 All asphall pavement malerials shall be supplied by MTO approved sowces, in
accordance with OPSS 310, 1003 and 1150 (Iatesl revisions lhereoQ.
MarshalVexlractionldensity tests shall be carried out by the Geotechnical Engineer in
accordarn:e with OPSS and relating to the approved mix design. Note: Provincial and
Municipal projects differ with respect to conlract administration, paving JlToject sizes,
Quality Control/Quality Assurance procedures and testing frequencies. As such, several
OPSS specifications are not appropriate for Municipal use and shall not apply, as
determined in the sole discretion of the Director.
Since current testing methods do not enable ongoing monitoring (and therefore corrective
action) of the asphalt, the onus shall be on the asphalt suppliers and contractors to ensure,
through their own Quality Control methods, that their product meets the basic standards
with no exceplions for 'borderline' test results permitted. Any reference 10 'borderline'
or to laking 'immediate corrective aClion' based on notificalion of laboralory lest results
shall be deleted and the product deemed unacceptable Ie. OPSS 0310.08.0402 wbicb
permils air voids beyond acceptable limits, provided the conlraclor takes 'immediate
corrective actio,,' shall not apply. Unacceptable wort shall be immediately removed.
Financial compensalion using MTO formulas (10 offset service life redoction in
borderline wort) may be considered, al the sole discretion of Ihe Direclor, provided such
amounl is calculaled by the Consulting Engineer, and all parties are in agreement.
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lNSPECl10N, MATERIALS AND CONSTRUC110N-40
5.02 Prior 10 placing surface asphalt. base aspbaIt shaI1 be swept clean of all dirt, deWis 3Dd
dust Areas of base aspbaIt shall be mJ10Yed and rqJ1aced 15 dinlctcd, usiog a Yatic:aI
sawcul al aU pe.:...a.n The use of a Gco-Grid or 3pprOved equinlent IIla}' also be
direcled by the MlDcipaJity. Low areas sbaU be padded 10 easure a surface IIIal of
uniform thicbess.
5.03 Each manhole is 10 be precisely I3ised to finaJ grade, and verified by the Developer's
Consulting Engineer and MWlicipal staff. .
5.04 Tack coal sbaII be awlied just prior 10 surface paving operations and shall be allowed 10
dry unlil it is in a pruper conditioo of tackiness. The Ieogth of roadway fIrCt-..d shall be
limited to the immediate paving sectiou, to reduce lrackiog. II shall be eveaJy awlied at
the rate of 0.4 IitresIsq. m taking care DOt 10 spray c:w1Is, sidewalks or any other adjacml
surfaces.
5.05 Driveway paving shaD be fully inspected and verified for depths of stone and aspbaIt, and
the compac:tioo thereof, and ensuring that asphalt is at a sufficient temper.ilture for
placement. HLJA (HL3F) will not be permitted, except in special cases with the
approval of the Din:ctor. Crowning or rounding of the limestone will not be pennitted.
Materials testing may be required for driveway apron gravel and asphalt, as directed.
6.0 TOPSOIL, SODDING AND SEEDING
6.01 All areas requiring sod shall rust be fine graded, inspected by the Consulting Engineer,
then prepared with 100mm o'f good quality topsoil. Topsoil and sodding shall meet the
requirements ofOPSS 570 and 571, in addition to meeting any additional requirements
set out in these specificatiollS. Boulevards shall have 2% positive drainage toward the
curb and shall be fully sodded, except in areas covered by driveway aprons or sidewalk.
6.02 All topsoil shall be.free from native till or clay, roots, vegetation, weeds or debris, stones
and clods over 50mm in diameter. Imported topsoil, if required, shall be fertile, loamy,
screened material of a quality acceptable to the Director (containing approximately 4%
organic matter for clay loams and 2% minimum orgarnc matter for sandy Ioams with
acidity range of 60 PH) Topsoil infested by the seeds of noxious weeds will not be
acceptable.
6.03 All sod shall meet the requirements of Ontario Sod Grower's Association No. I Bluegrass
Fescue Nursery sod. The sod shall be taken from good loamy soil and shall be healthy,
well permeated with roots, have uniform texture and appearance and be free from weeds.
Sod must be laid within thirty-six (36) hours of being cut Care must be taken during its
tranliportation and placement to prevenl any drying Qui Sod shall match nosh with all
adjacent surfaces and shall have no open gaps, overlapping edges or uneven joints.
Where adjacent or fronting lands have already been sodded, care must be taken to ensure
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INSPECTION, MATERLfLS AND CONSTRUCTION-41
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drainage is ""'""lined and II SIIlOOlb lnnsitioo is lIdJievcd. On slopes J: IlIDd steeper,
sod shall be stated lIS nlCJlIircd.
6.04 Laid sod shall be immcdilllely rol1cd to produce lIII eveu surface lIDd ~ shall
commence immcdilltdy lben:afta-and shall 00IIliJJue 0lI11 n:guI.- basis lIItil hca1day roots
are well estJbIisIa.,d lIOd pc:rIIJaoCQt If sod fails Co estlIb1Ub immediately, it shall be
removed lIDd rcp1a..QL No lIttClllpC sblII1 be IIlIde to by Co rwstlIblish weak/dead sod
through c:ootinual Wlltering, un1ess specific: pamissioq is grlIDted by the Dim:tor. The
entire wort shaD be dooc in II thoroughly worlmaolike IIIlIIIIIer with lID even sarflIce, and
professiOlllll in lIJIpC.......... Any sod deemed unfit by the Director shlI1I be immediately
removed fiom site lIDd Rplllced. In this n:gard, it is in the best interest of the c:oolrllctoc
to commUDiCllte with residents regarding the needs of newly laid sod ova- the first year.
6.05 Where approved by the Municipality, hydraulic seeding and mulching may be perfonned
provided that it conforms Co the Ontario Provincial Standard Specification No. Sn.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
STANDARD DRAWINGS
P:\12-29561-02\Specs\StandDraw.doc
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STANDARD NO.
C - 101
104
105
108
109
113
301
302
305
307
311
401
OPSD- 216.021
219.110
219.180
351.010
400.010
600.020
608.010
701.010
701.021
704.010
971.101
2000.010
2001.010
2001.020
2001.030
2001.080
2001.090
2101.01
2103.02
2103.05
2103.06
2112.01
2123.03
2210.020
2220.01
2250.01
2255.010
2420.01
2421.010
PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2007-20
DESCRIPTION
1200 mm PRECAST CONCRETE MANHOLE
SINGLE CATCH BASIN
DOUBLE CATCH BASIN
STORM SEWER TRENCH BEDDING
PVC STREET CATCHBASIN CONNECTION
ROUND MANHOLE FRAME AND COVER
PERFORATED PLASTIC SUBDRAINS
STANDARD CURB AND GUTfER
CURB AND GUTTER DETAIL AT CATCHBASIN
CONCRETE SIDEWALK
SURFACE PAVEMENT JOINT TREATMENT
STREET TERMINATION DETAIL
SUBDRAlN PIPE AND OUTLET DETAILS
LIGHT DUTY SILT FENCE BARRIER
STRAW BALE FLOW CHECK
URBAN RESIDENTIAL ENTRANCE
CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED
GRATE FOR CA TCHBASINS
CONCRETE SEMI-MOUNT ABLE CURB AND WIDE GUTTER
METHOD OF TERMINATION, CONCRETE CURB AND GUTTER
1200 mm DIA. PRECAST MAINTENANCE HOLE
MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS
MAINTENANCE HOLE AND CA TCHBASIN PRECAST ADmSTMENT UNITS
FENCE, HIGHWAY INSTALLATION
ELECTRICAL ABBREVIATIONS AND SYMBOLS
ELECTRlCAL LEGEND I
ELECTRICAL LEGEND II
ELECTRICAL LEGEND III
ELECTRICAL LEGEND VIII
ELECTRICAL LEGEND IX
DUCT INST ALLA TION IN TRENCHES
DUCT INSTALLATION PROFILES
DUCT INSTALLATION AT UTILITY CROSSINGS
AUGERING PITS FOR SUBSURFACE INSTALLATION OF DUCTS AND
ENCASEMENTS
ELECTRICAL HANDHOLE PRECAST CONCRETE WITH COVER, 300 mm
DIA.
ELECTRICAL HANDHOLES, ENTRY OF DIRECT BURIED AND ENCASED
DUCTS
INSTALLATION OF DIRECT BURIED POLES IN SLOPES
POLE HANDHOLE LOCATIONS
ALUMINUM TAPERED ELLIPTICAL BRACKETS ON METAL AND
CONCRETE POLES, MOUNTING DETAILS
POLE WIRING DIAGRAM, 120 V SYSTEM
1.8 m AND 2.4 m ALUMINUM TAPERED ELLIPTICAL BRACKET
LAMP WATTAGE LABEL FOR LUMINAIRE
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STANDARD DRAWINGS
CONTRACT NO. CL2007-20
STANDARD NO.
MTOD 2117.02
2250.020
S - 401
501
G-4
2.
DESCRIPTION
ELECTRICAL HANDHOLES
TRUSS BRACKETS, MOUNTING DETAILS
SANITARY, STORM AND WATER (MAIN AND SERVICE) TRENCH
BEDDING DETAILS
PAVEMENT JOINT TREATMENT
IN-LINE STORMCEPTOR, MODEL STC 1500
MQIE.S
1 All precast components to be from approved suppliers.
2 Pipes must not enter at 0 manhole section joint.
3 Uft holes to be completely filled with mortar before backfilling.
4 Aluminum manhole steps os per OPSD 405.020.
5 Precast flat top design only os approved.
6 For manhole depths greater than 5.0m safety grotes required.
7 Max. spacing between safety grates is 4.5m.
8 For depths greater than 7.5m manhole to be custom designed.
9 For benching detail see OPSD 701.021 (use pipe dia. + 100mm
10 Compacted sand backfill within 1.0m of manhole.
11 Semi-cost manholes to be individually designed and approved.
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- ONE AIlJUSTWOfT UNIT. __ JOOmm
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"""'" CONCAEIE IlEHCHOIO
~ or '..... CAIISHER .....
lAIES1ONE(COIlPACIEIl)OH
S1RtJC1IJRAti.y SOUND _
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.
.": .~
., -.:4'
All dtm.n,1onI an In mIIItnetn, unkat otherwI.. noted.
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fRAWE Nt) CCMR AS PER C-l1J
CIlHCREIE CN'
WORTJR lOP N40 8OT1ON ROWS ONlY
(.........AClUROl'S SfJUHr TN'E IIE1WEEN ROWs)
0UlSlDE or llAla<oo... TO Ra::EM: twO
CQl1S or IlIlIMlOUS ..- lllO IIN<HOU:
HOI' lDCAltD II RaOllWAY
POESs ...... OR EIllOY.OUNr
RUIlIIER GASI<ET (WA1ERIIGHI)
f"OtMED ~lt.
CIW:IlE 10 tel .tCIINI
4" ~ .__
.
PRECAST FLAT
TOP
for max hole size).
Services De artment
_II>
--
--
-. 20CM
1200mm PRECAST CONCRETE MANHOLE
C-l0l
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115
1==11-'"
~
CAlOI _
,
..~ l-f-1 ~ ...
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"
"
.~.
.
l00mm I'6lRlAA1m
...-
",
L
~-:
'.
.:.
..
'.
;;
..
200mm 5lltIl
-.. """ ....
:',~
~:
"
..,":
,.
.
..:.'"
'. .:.--..
,
.. .
. .
'. .
. ~>_. -.:"_.... .__6. S... ,r_.... . .
':'. -
7Smm Of 19mm CRUSHER RUN
UWESlONE (~)
SECTION 8-8
SECTION A-A
B
. .
A
NOTES
1 All precast components to be from approved suppliers.
2 Compacted sand backfill within O.3m of cotch bosin.
3 Refer to C-l09 and C-305 for odditional details.
4 Invert of sub-drain and the obvert of catch basin lead are to be level.
5 Lift holes to be completley filled with mortar before backfilling.
B
PLAN
.... dIm....Gn. an In """'"*'- ..... ofM" ...a... noMd.
n
eerin Services De artment
_ID.
--
SINGLE CATCH BASIN
C-104
-
__ 2004
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11.
840
...
~I '700 :-1r
". F1
...
... """"Nt
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.. ,.
'. .'
......
.-
:
.
.
,.
100rnm PERfORATED
SUlIllIWNS
..
N
.,
~
~'",
0'--',
I ,
, ,
, I
, I
" I
--~....... SOUl> W,ou
PW: PIPE
.<
...
'.
".
>.
.,
..'~ ~ .-
-.,; -,t- _;:"':.'.;~-.
'.
'.
....
150 --:-:-~
(~~--j
LUESnlOE (COIoIPACIDl)
,!":-: -:.;"':'. -:- -. ..;~ ,-~ ~
~..
4~-_.' ._
.-.... .
-. ~_....~ : A. ~_,;
SECTION A-A
SECTION 8-8
A
B
8
BfAM
A
NOTES PLAN
1 All precast components to be from approved suppliers.
2 Compacted sand backfill within O.Jm of catch basin.
J Refer to C-109 and C-J05 for additional details.
4 Invert of sub-drain and the obvert of catch basin lead ore to be some elevation.
5 lifting holes to be campletly filled with mortar before backfilling.
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All elI_. ..... In __ un_ .-..... _.
I( 'ci alit of Cl n E
Sernces De ~ent
-...
--
--
-. 2004
DOUBLE CATCH BASIN
C-l05
COIrMW:TED 1e mm CRUSHER
RlJH u.ESroNE t8X SPO
.
COWPAC1O) ......
""" SI'O
_."., .
....
.,-:....--;..<.
. ..
.. .
. : ~ .:. :'~......
-~." - -.. ...-'
. - . .-,. ..~ - '.- -.. ... -
..~_., ~ ;~.:
. .....". ......
.._ .-:0'"- . ~.-..' .._;.., . ~ .. -_ ."
-...;.." .-
. '-
..~..:I~ :"~.:' ~!"!>~~ .~.~_
CLASS B BEDDING
BEDDING AND CLEARANCE
lHSIDE PI'E IlWlETER
to' 10 tOO
1050 AND I..AAGER
01(""'1
.00
.50
. (WI>
JOO
SIlO
AM cI1menslON on In ....MI... ...... othefwIM noted.
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n
. eerin Services De artment
-....
STORM SEWER TRENCH BEDDING
--
C-l08
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MANUfAClURO) SNUD P.v.c.
SUN: (WA1DmGHI)
SOI..&J WALL P.v.c.
ootlf _ IDIl
($.DR. 35)
STORM
SEWER
CATCH
BASIN
-..i-
19mm CRUSHER RUN I.AfESTONE 10
lOP OF PIPE. COWPACTEJ) 10 98% SPD
.. .-. ..
... ....-
".
NOTES
1 Pipe to enter catch basin at right angle
2 250mm dia. lead far double catch basin.
3 200mm dia. lead far single catch basin.
All dlmenelone ... In mIIRm... .. un.... ottwwt.e noted.
Clarin n
I
~.~~.::?.;.~ ~
.,~>,:'~~
.....-_...
-':'::-;,,"
.,.
-,->.
.~:~2~
..,
;~~
..
...
..
-
__ 2004
P.V.C. STREET CATCH
CONNECTION
BASIN
Serrices De ~eDt
-....
--
C-109
FRAME PLAN
4.5mm llAX.
ClEARANC(
51
.7.
633
624
578
575
667
100
SECTION A-A
"lOR Of"
CONSTRIJCII(lN
COVER PlAN
111 2~~~~1
,.--H- 27
."
SECTION B-B
NOTES
1 Allowable tolerance for dimensions of 300mm or less is I 3mm.
2 Allowable tolerance for dimensions greater than 300mm and up to 900mm is I 6mm.
3 The nome of the manufacturer is to be distinctly cost in raised letters.
4 The designation "STORM" and year of construction ore to be distinctly cost in raised letters.
All cI1m....... ... In mUl'Mtrn unInI otMrwtM noW.
n
eerin Services De artment
-....
ROUND MANHOLE
FRAME AND COVER
....
-. 2004
--
C-113
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fHSHED IIllIILVAAIl
CURB NIl GUT1tR
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150_
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,
GAN<<JlM 'A"
IW:l<Fl.I. OR
APl'ROYED
EQUV.lUNf
100mm CORR\JGQED. SlDTltD PlASlIC
Pf"[ WIlH fACltWff 1CSTAl.l.!D
FJJDI fHIRIC.
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tlQIES
1
2
3
4
5
Subdrains are to run continuous on both sides of road.
All subdroins sholl hove sufficient grade to drain into cotchbasin.
Subdrains are to be installed in a trench condition.
If additional depth road granulars used. subdrains must be lowered
Proper connections are to be used when splicing sections together.
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accordingly.
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All dlm.n,'ont on In nM........ ...... 0......... not.d.
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Services De artment
-...
--
PERFORATED PLASTIC SUBDRAINS
C-301
~AY~
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.~. ..
-.'-, .
.
. .
SIIlEW.Ol.J( UIlGE
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.o..._ co ." .. ~..
..: ..... ". .
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-.o ' .... ~. ::...~ ":\ .
. ..
(SEE NOn: .
STANDARD CURB AND GUTTER
R_
ORIY[WAY ~
. .-v- .
_T
. ~. ;,
o. _.
'.
...-.... -...
.....
., "-,- ~"...' -....,' -.
. #
'" -.
. '.
" -~.. .
.. "oil
.., ~ " ',.
.-..
. "....
'.o' ...
.-' ~
BARRIER CURB
NOTES
1 Concrete sholl conform to OPSS specificotions (JONPa. 7% :101.5% air).
2 Contraction joints every 3.Om (moximum). Sow-cuts to be 25% of total depth.
.3 Curing compound is to be sprayed on within one hour of finishing.
4 Additional width required where curb is adjacent to sidewalk.
C-302
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AI ~. are In mIIIIrM"_ unIea .... ..I... noted.
Cl n
Services De artment
-...
--.
STANDARD CURB AND GUTTER
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-----~
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B
A
.
.
SEE
N<TIE 2
B
PLAN
~
.~
.
.'
SECTION A-A
--71
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y'
~~<<A
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:A
-Lt
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1.211I
fill DEPTH
OPN<SIOH JOINT
.,
:i
,!,
,.
ltlP_
BOf'IOW ROWS OHLY
(-.rACllOODrS _ 1N'E .
_ ROWS)
.!!
:,
~
SECTION 8-8
NOTES
1 For grate specifications see OPSD 400.010.
2 Stage I - temporary asphalt filler around catch basin including full curl>.
3 Stage II - remove asphalt filler and complete curl> in one pour.
All dfmMliloM are In mllllmel... unIen otM. _e... ftOted.
--
-. 2004
n
Serrices De ~ent
_Ill
--
CURB AND GUTTER DETAIL
AT CATCH BASIN
C-305
__ _ Of 30m IIEIWEIN EXP_ =\
JOIrffS HI) --.RE SIDEWHJ( A8UTS IH'f RIel)
SIIlIlClURE
- -
'.5
~I
bU€
...
COHCllElE
lNF1Ll
uu-m=w CIJ08
<XllIllI.OC11OM .-.s (lYP.)
1.5
0.15
w
Z
::J
:IX
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- .4_.. . ..
. .
.... ....-
.:4 :.: ....-
-:...
.
-.~' .
. --....
. '".-.
,.
~
30mm
l50rnm AT ~YS
COIlPN:TED NAlM. .....TERW...
(so: NOJ[S 1 AN> 2)
tIQIES
1 Use 100mm compocted granulor 'A' if native material is deemed unacceptable by the Municipality.
2 Subgrode material to be well compacted, then dampened immediately prior to pouring sidewalk.
3 Concrete shall conform to OPSS specifications (30MPa, 7X :!: 1.5X 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 25X of full depth of sidewalk.
7 Surface of sidewalk to hove a broom finish.
All 41_ on In _ ....... oIIMnrtoo noted.
alit of Cl n
. eerin Service8 De artment
-...
--
STANDARD CONCRETE SIDEWALK
C-307
-. 2004
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8I\SE ASPIW..T JOINf
[)(JSJJ4G SURFACE ASPtW.J
TO lIE ROIOYED
PROPOSm PAVEWEHT
.00
<<lmm ILl
H..L EDCES m BE
PMfIU) 'MTH A
8f1\UlOUS 0lUl.SI0fI
SECTION A-A
All dlmentIomI an In mIIIrMtret ...... othet ...... not.d.
TO lIE llD.tlMD
EXISTIfC PA\DVIr
EXIS'fWoIG: PA\DIEHf
Sernces De ~ent
-...
--
--
-. 2004
SURFACE PAVEMENT JOINT TREATMENT
C-311
v.
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_'00 (900x900)
ND1E 2
10 8E fASIENED
WIIH NlAS . BOllS
15Ox150 POST
. .
_ c
E E
E E
'! ....
SOx150 POST
50 M)[ x 50 DEEP
--
......
......
BARRICADE DETAIL
40
7001
4llO
75
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,.... (min.)
NOTES
1 This standard to be read in conjunction with OPSD 912.101.
2 Checkerboard sign os specified in Ontario Traffic Manual.
3 All hardware to be galvani2ed.
4 All wood members ore to be pressure treated.
~
POST DETAIL
All c:ttrn.neIons ore In ............ ..... oth........ nohd.
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Sernces De ~ent
-...
-.....
STREET TERMINATION
DETAIL
__ 2004
C-401
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~ ~,~-"
Area under protection
....
PERSPECTIVE VIEW
Areo under
construction
Direction of flow
~
Area under protection
SECTION VIEW
Silt fence barrier
;,.2
~'! Ar+
.
I 2_3m mox,
I
A4
Direction of flow
~
A
<~
.
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- ......
/ /
.
Typ I
.
Main fun
PlAN OF SILT FENCE BARRIER
I
Stoke
Geotextile
Direction
of flow
c
E
E
E
o
~ Trench ta be
I ~~ckfilled and
~mpacted
Eorth surface
~
o
o
N
o
o
'"
/
300mm m,n ....!..
of geotextile I 200
in trench
/~
SECTION A-A
NOTE:
A All dimensions ore in millimetres or metres unless otherwise shown.
ONTARIO PROVINCiAl STANDARD DRAWING
LIGHT DUTY
SILT FENCE BARRIER
Dote
OPSD
219.110
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Direction of (low
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A
.
. .
.
-j
A
Strow boles
Note 1
Cr+
I
Stokes 150mm
from end of bales
I
I
cl+
PLAN VIEW
FlAT BOTTOM DITCH OR CHANNEL
I
Stokes driven flush
/
I
I
Sottom of end boles
of downstream row to
be higher thon lowest
point of flow check.
Downstream bole position
outlined.
SECTION A-A
I
Direction of flow
I
t_
B
Cr+
I
Stokes 150mm
(rom end 01 boles
I
Strow boles
Note 1
-j
B
I
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cl+
I
driven flush
I
I
BoHom of end
of downstream fOW to
be higher than lowest
point of flow check
Downstream bole position
outlined
SECTION B-B
Ties not to be
in contact with
ground
I
Note 2
1- 1 SOO -J
SECTION C-C
NOTES:
1
Number of bales varies to suit ditch
or channel.
2 Balance of excavated trench to be
backfilled following bole placement
A All dimensions ore in millimetres or
metres unless otherwise shown.
I
I
ONTARIO PROVINCiAl STANDARD DRAWING
1996 02 01
21 9. 1 80
I
STRAW BALE FLOW CHECK
Dote
OPSD
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A~
I
See T Qble
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r-
o
t-
o
>
L Curb ond guller
Sidewalk
I
Entrance
BoulevQfd
I
Dropped
cu,-b
600mm min 300mm I 300mm
min A ~in
PLAN
600mm min
I
5i'Jetlf01k
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o ~ 0
p
I
Bose
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Subbase
Subdr-ai
ISOMETRIC VIEW
I
~3~I3om
. /Vote 1
4%, Note 1
Vo<
sw or sw ond entrance
I
SWfEntmnce
47.mox B
% rt}Ol(
/ Ompped curb
I
I
CREST
","ote '2
e1..
6%. No\e 2
4%. Note 2
SECTION A-A
DRIVEWAY DIMENSIONS
WIDTH
LAND USE
m
I
NOTES
1 Maximum upgrade shall be 10%.
2 Me ximum downgrade sholl be 8%
A All dimensions ore in millimetres unless
Sin Ie
m.n mox m;n mox
Residential
3D 43 6.0 73
I
otherwise shown
ONTARIO PROVINCIAL STANDARD DRAWING
Apr.! 1999
I
URBAN RESIDENTIAL
ENTRANCE
I
OPSD
351.010
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Thickness of
adjacent
sidewalk
Typ
400
Dropped curb
at entrances
Typ
"
:0
. ~ 1 .g
,,:1 ~
.1--1
",::]
. ,
Note 3
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700
700
400mm
Gutter width
.
1'7
1,
~
_5
I
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: ..' .
.,
~ (... -. ..
N -'I-
L"-S
1L25
". Note 3
'.J
725~51
For flexible
pavement
Typ
For rigid pavement
25x75mm keyway
centred in concrete base
Note 1 and 3
Typ
Additional width
where sidewalk is
adjacent to curb
Typ
TANGENT SUPERELEVATED
LEGEND:
S - Rate of pavement superelevation in percent, %.
NOTES:
1 When curb and gutter is odjacent to concrete pavement or base,
this drawing is to be used in conjunction with OPSD 552.010 and 552.020.
2 Flexible and composite pavement shall be placed 5mm above the
adjacent edge of gutter.
3 For slipforming procedure, a 5% batter is acceptable.
A Treatment ot entrances shall be according to OPSD 351.010.
B Outlet treatment shall be according to the OPSD 610 Series.
C The transition from one curb type to another shall be a minimum length of 3.0m,
except in conjunction with guide rail where it shall be according to the OPSD 900 Series.
D All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2006
CONCRETE SEMI-MOUNTABLE
CURB WITH WIDE GUTTER
OPSD 600.020
I
I
I 3_8m Termination 150mm
I r--mm-1
Curb and 1
gutter
I ,
\ ,
\
,
- J \ ,
0 \
I 0
<0 ~\\' i
J
Gutter line Z ,
I
PlAN I ~ 225 l-
on
N END VIEW
I 8
I
ELEVATION
I MOUNTABLE CURB AND GUTTER
Curb and
I gutter 3_8m Termination 150mm
1m;nJ
, .
I ~, \
~ ,
u \
" ~ 1\' :
Guller or >
I z ,
curb line J
PlAN t ---J Varies I-
I on
N END VIEW
0
I
ELEVATION
I BARRIER AND SEMI-MOUNTABLE CURB AND GUTTER
I NOTES:
1 Slope to match existing shoulder.
A This drawing is to be reod in conjunction with
I OPSo-600 series curb and gutter drawings.
B All dimensions are in millimetres unless
otherwise shown.
I ONTARIO PROVINCIAL STANDARD DRAWING
I METHOD OF TERMINATION
FOR CONCRETE CURB AND GUTTER OPSD 608.010
-
I
Tapered top
See alternative C
-
Riser sections
as required
~
-
Monolithic bose with inlet
and autlet openings to suit
See alternatives A and B
Bench or sump
os specified
30Qmm.
Granular bedding
,.
..-..,
.~-.' .
. <
Typ -----l
r-;-
l=" '-.
- . -
--~.=
'1
'--:.......1
NOTES:
1 The sump is measured from the lowest invert.
A Granular backfill sholl be placed to 0 minimum
thickness of 300mm 011 oround the
maintenance hole.
S Precast concrete components according
to OPSO-701.030, 701.031, or 701.032.
C Structure exceeding 5_0m in depth to include
sofety platform occording to OPSO-404.020
o Pipe support according to OPSO- 708020
E For benching and pipe opening details.
see OPSO-701021.
F For adjustment unit and frame installation
see OPSO- 7040 10.
G All dimensions ore nominal.
H All dimensions ore in millimetres
unless otherwise shown_
ONTARIO PROVINCIAL STANDARD DRAWING
PRECAST CONCRETE
MAINTENANCE HOLE
1 200mm DIAMETER
I
I
I
o
..
300mm
Note 1
-
I
~ J <! ...., _ ,
2c'...':j~~""":::--,:,:,,~',,-~':J
Granular ~
bedding
I
SUMP DETAIL
ALTERNATIVES
I
Bottom riser section with
inlet and Outlet openings to
I
Bench or
sump os
specified
t31200
I
,
& - " ".' ~+_,:.-. it.
r .d."'
-'4.... .
Gro:::r~ .....'-----~-'
bedding
I
A PRECAST SLAB BASE
I
Bench or
sump os
specified
I
I
Riser
section
~lS0
" 1'50
t 275
. .-
. .
I
4 .4 300
r. >'"-<~,,. '..,~.:' I
L.:.._~~___~,,",
Steel re;nfon:ement Granular
os specified bedding
B CAST -IN-PLACE BASE
I
Riser
see t ion
Flat cop
I
I
C PRECAST FLAT CAP
I
Nov 2004
I
OPSD
701.010
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6. Dead end
o mox
0/2 min
- '.i. ~: ....
7 _ Wye connection
8. 45' bend
Section
L 50mm
m,n
MAXIMUM SIZE HOLE IN THE .WALL IN PRECAST
Maintenance No. 1-4 No 5 & 6 No.8
Hole Diameter
1200 700 860 780
1500 860 1220 960
1800 lZ20 1485 1220
2400 1485 2020 1760
3000 1930 2450 2300
3600 2195 3085 2730
NOTES:
RISER SECTIONS
No.7
Inlet Hole Outlet Hole
700 860
860 11 70
1220 1485
1485 2020
1930 2450
2195 3085
A Concrete for benchin9 to be 30MPo.
G Benching to be given wood float finish, channel to be given steel trowel finish.
C Benching slope and height to be as specified.
o All dimensions ore nominaL
E All dimensions ore in milimetres unless otherwise shown
ONTARIO PROVINCIAL STANDARD DRAWING
Nov 2004
701.021
MAINTENANCE HOLE BENCHING
AND PIPE OPENING DETAILS
OPSD
m
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Z N <(
AFG
AC
AWG
AMB
BFG
BGRD
BLK
BLU
CCT
CE CODE
CMS
CCTV
COMM
C/W
COND
CONT
COT
CSA
CTMS
DB
DC
EC
EMI
EOPT
ELV
FO
FTMS
GRN
GRD
AI
A
Cu
F
H
Hz
ABBREVIATIONS
Above Finish Grade
Alternating Current
American Wire Gauge
Amber
Below Finish Grade
Bare Ground
Black
Blue
Circuit
Canadian Electrical Code
Changeable Message Sign
Closed Circuit Television
Communication
Complete With
Conductor
Control
Conduit
Canadian Standards Association
Corridor Traffic Management System
Direct Buried
Direct Current
Electrical Chamber
Electromagnetic Interference
Equipment
Extra Low Voltage
Fibre Optic
Freeway Traffic Management
System
Green
Ground
SYMBOLS
Aluminum
Ampere
Copper
Farad
Henry
Hertz
HH
HV
HEC
IGRD
1M PO
IND
ITS
JB
LCS
LV
MH
NEUT
NIC
OESC
PCS
PUC
PXO
RF
RFI
RMS
TS
XFMR
UPC
VDS
WHT
YEL
n
PVC
V
VA
W
Wh
ONTARIO PROVINCIAL STANDARD DRAWING
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2000.010 I
Electrical Handhole
High Voltage
Hydro Electric Commission
Insulated Ground (green)
Impedance
Inductance
Intelligent Transportation
Systems
Junction Box
Lane Control Sign
Low Voltage
Electrical Maintenance Hole
Neutral
Not Included In Contract
Ontario Electrical Safety Code
Permanent Counting Station
Public Utilities Commission
Pedestrian Crossover
Radio Frequency
Radio Frequency Interference
Ramp Metering Station
Traffic Signal
Transformer
Underpavement Crossing
Vehicle Detector Station
White
Yellow
Ohm
Polyvinyl Chloride
Volt
Volt Ampere
Watt
Watt Hour
ELECTRICAL
ABBREVIATIONS AND SYMBOLS
Date
OPSD
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DUCTS AND CABLES
--
----
Exp
................tt...
111111111111
~
~ I
V
===
I~-
J
-~-~
""*LCU--*""LCU""*
-ll-LCA~LCA-#-
\
Ducts and/or Cables, Underground
Ducts and/or Cables, Surface Mounted
Ducts and/or Cables Embedded. "Exp" Indicates
Expansion Joint
Cables, Installed in Existing Ducts
Cables, Aerial
Cables, in Pavement Slot
Ducts and/or Cables, Future by Others
Underpavement Crossing Identification Code, Note 1
Reference Point with Identification Code, Note 1
Duct Stub with Plug, Note 1
Existing Cables and/or Ducts to Remain in Place
Existing Cables and/or Ducts to be Removed
Existing Cables and/or Ducts to be Abandoned
Identification Codes For Existing Duct or Coble Usage:
IDENTIFICATION CODES, Note 2
BCU Bell Coble, Underground
CCA Communications Coble, Aerial
DC Extra Low Voltage Detector Coble
GC Guy Coble
HC Hydro Coble
LC Lighting Coble
PC Power Coble
TS Traffic Signal Coble
TV Television Coble
NOTES:
1 The duct symbol shown is for illustration only, other duct and/or coble
symbols may be used.
2 Add suffix U for Underground or suffix A for Aerial.
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND I Dote
OPSD
2001.010
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- 2001.020 I
MANHOLES, JUNCTION BOXES
~ I MH32 I Electrical Maintenance hale with Identification Code
O I JB36 I Junction Box. Embedded or Surface Mounted with
. . Identification Code
@ I HH21 I Electrical Handhole. Underground with Identification Code
PADS AND FOOTINGS
[I] I CP33 I
@ I F43 I
.ffi.. I F44 I
. I SF3 I
POLES
. I P24 I
o I EP32 I
L.S
L.S
~ I R33 I
Concrete Pad with Identification Code
Footing in Earth or Rock with Identification Code
Footing on Structure with Identification Code
Sign Footing with Identification Code
Pole with Identification Code
Existing Pole to Remain with Identification Code
Identification Codes for Existing Pole Usage:
A Authority Owned Pole
B Bell Pole
C Communications Pole
GP Guy Pole
H Hydro Pole
HM High Mast Lighting Pole
LS Lighting Pole
TS Traffic Signal Pole
TV Television Pole
Existing Pole to be Removed with Identification Code
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND
II
Date
OPSD
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I LUMINAIRES
o
d
<J
D
Luminaire
Luminaire with Shield
Floodlighting Luminaire
Underpass or Surface Mounted Luminaire
o
Luminaire, Number Shown Indicates Luminaire
Locotion on High Mast Ring with Respect to
Pole Handhole, Note 1
--0
--QQ
~
Luminaire with Bracket, Note 1
Existing Luminaire to be Removed, Bracket to Remain, Note 1
Existing Luminaire and Bracket to be Removed, Note 1
---{)F
Future Luminaire and Bracket, Note 1
1118 I
Luminaire Identification Code
POWER SUPPLY
IZI
&
Power Supply Equipment
Transformer
@
Generator
[I]
Power Supply Equipment, Pad and/or Footing Mounted, Note 2
SUPPLY 'A'
120/24OV, 1_ 3W
Power Supply Equipment Identification Code
Other applicable description may be used for
tronsformer, generator, etc..
~
Photoelectric Controller
NOTES:
1 Luminaire symbol shown is for illustration only, other luminaire
symbols may be used.
2 Power supply equipment symbol shown is for illustration only,
other equipment symbols such as generator, transformer, etc.,
may be used.
ONTARIO PROVINCIAL STANDARD DRAWING
1996 09
ELECTRICAL LEGEND III Date
OPSD
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2001.080 I
MISCELLANEOUS
~
Ground Electrode(s)
"
/
Cable Protection Bricks, Concrete Cap, or Marker Tape
in Trench
I R12 I
Identification Code for Removal Equipment
WIRING DIAGRAMS
Conductors, Single or Multiple, Identified by Note
()
Indicates Cables to be Installed in the Same Duct
Indicates Spare Duct for Future Use
2-19 C
14 TS- 75mm
T '
Wiring
Identification Note
Duct Size. Aerial, or Direct Buried
Type of Cable:
TS - Troffic Signal
HV - High Voltage
LV - Low Voltage
ELV - Extra Low Voltage
CONT - Control
BGRD - Bare Ground
IGRD - Insulated Ground (Green)
CSA designations. may also be used
AWG Size of Conductor
Number of Conductors in Cable;
Not Required for Single Conductor
Number of Cables
4
-+-
In-line Cable Splice; Number Denotes Number of Cables
-eL3
r -, OR r \
L-.J '-.......
Tap Cable Splice; Number Denotes Number of Cables
Wiring Enclosure. Monhole. Junction Box, etc.,
Identification Code Matches Layout Drawings
DORO
Equipment Item; Identification Code Matches
Layout Drawings
ONTARIO PROVINCIAL STANDARD DRAWING
ELECTRICAL LEGEND VIII
Date
OPSD
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WIRING DIAGRAMS . CONT'D"
Single
Phase 2 Wire
BLK
WHT
GRN
System:
Black, Line
White, Neutral
Green, Ground
Single Phase 3 Wire System:
RED Red, Line 1
BLK Black, Line 2
WHT White, Neutral
GRN Green, Ground
Three Phase 4 Wire System:
RED Red, Line 1, Phase A
BLK Black, Line 2, Phase B
BLU Blue, Line 3, Phase C
WHT White, Neutral
GRN Green, Ground
IA RED 71
Circuit Identification Code:
'A' denotes Supply Location 'A'
'RED' denotes Red, Line 1
'7' denotes Breaker or Switching Device No, 7
NOTES:
A Wiring Diagrams use Electrical and Electronic symbols common to industry
practice. Refer to CSA Standard Z99 for symbols not included in this Legend,
B Symbols for 'Existing' and 'Future' items are included only for widely used
items. In general, existing features are shown in screened or light hnes and/or
shown with a letter 'E'; new construction is shown in bold or heavy lines; and
future work by others is shown in light dashed lines and/or shown with a
letter 'F'. Prefix 'E' or 'F' in identification code indicates 'existing' or 'future'
respectively
C Where Quantity Sheets are not used, location, size, quantity and type of
equipment to be installed may be indicated by notation on the Layout drawings.
o Symbols crossed out with an 'X' indicates 'for removal', Symbols crossed out
with a double stroke . / / " indicates "to be abandoned",
ONTARIO PROVINCiAl STANDARD DRAWING
ELECTRICAL LEGEND IX
199~ 09_ 15IR~I_ ~
Date ______
OPSD - 2001.090
50mm min
Typ
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50mm min I
Typ
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TABLE 1
MINIMUM TRENCH WIDTH FOR ONE LAYER AND
TWO LAYER DUCT ARRANGEMENT
No OF No OF NUMBER OF 50 mm DUCTS
100 mm LAYERS
DUCTS 0 1 2 3 4 5 6 7 8 9 10
1 N/A 150 205 300 460 610 N/A N/A N/A N/A N/A
0 N/A N/A N/A N/A
2 205 300 350 460 460 610 610
1 150 255 460 610 610 N/A N/A N/A N/A N/A N/A
1 N/A N/A
2 N/A 205 255 300 460 460 610 610 610
1 300 460 610 N/A N/A N/A N/A N/A N/A N/A N/A
2 N/A N/A
2 150 255 255 460 460 610 610 610 N/A
1 460 610 N/A N/A N/A N/A N/A N/A N/A N/A N/A
3 460 N/A N/A N/A N/A
2 300 300 460 610 610 610
1 610 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
4
2 300 460 460 610 610 N/A N/A N/A N/A N/A N/A
NOTES:
1 Instoll ground wire in the duct. or trench as indicated in the contract.
A Install cable brick. or concrete slab, marker tape, concrete duct morker
where indicated in the contract. See OPSD-21 00.05.
B This drawing is used in conjunction with OPSD-21 03.02.
C Contractor has the option of installing one, or two layer duct arrangement.
D N/A - Not Applicable. undesirable, or exceeding equipment limits.
E All dimensions are in millimetres or metres unless otherwise shown.
ij
>
o
oN 0
cO
'j" ...;
00
eN
E I
Elil
au.
Ground .. . .. ~ g ~
;~~ J I-J L:: OO~:;:; .;.
Finished grade
Backfill
material
Duct
e
'j"
E
E
o
U)
...
e
j"
E
E
o
U)
...
Duct
min
ONE LAYER
ARRANGEMENT
IN ROCK IN EARTH
ONTARIO PROVINCIAL STANDARD DRAWING
50mm min
Ground wire
Note 1
..' .
."0..
;1.
o
.00
Duct
min
TWO LAYER
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Date
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Date
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Utility depth
Duct or outer edge
of conc encasement
Typ
Depth of
duct or
encase duct
CROSSING OVER UTILITY
Finished grade
Typ
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Slope to avoid low point
where elevations permit
mm
min
CROSSING UNDER UTILITY
NOTES:
A The required clearance 'x' between the utility
and the ducts or concrete encasement is:
UTILITY 'x' mm min
Ducts, Direct
Buried or 100
Encased
All other pipes 300
High Voltage cables 300
All other cables 300
450mm min
Utility depth
CROSSING OVER CONCRETE
ENCASED UTILITY
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where elevations permit
mm
min
CROSSING UNDER CONCRETE
ENCASED UTILITY
B Trench widths shall be kept to the
minimum required for working space.
Manual excavotion and backfill methods
shall be used. with the utility supported
in place where required. where crossing
under a utility is necessary.
C All dimensions are in millimetres or
metres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING Date
Date
DUCT INSTALLATION
AT UTILITY CROSSINGS
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DIRECT BURIED POLE IN CUT
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DIRECT BURIED POLE IN FILL
NOTES:
1 Offset dimension as specified.
2 Burial depth shall be measured fram the lowest grade elevation at pole.
3 This OPSD to be read in conjunction with OPSD 2225.010. 2232.010. and 2238.01.
ONTARIO PROVINCIAL STANDARD DRAWING
INSTAllATION OF
DIRECT BURIED POLES IN SLOPES
OPSD 2210.020
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ground wire to luminaire(s)
Note 1
Compression connectors.
copper to copper with
insulating covers
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Low voltage {
cobles
Line
Neutral
#6 AWG bare stranded copper
ground wire
Cable to cable ground connection
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1F--- Ground electrode located
U as indicated on lighting
layout drawings
NOTE:
1 Broken lines indicate additional conductors for double luminaire installation.
ONTARIO PROVINCIAL STANDARD DRAWING
POLE WIRING DIAGRAM
120V SYSTEM
Date
OPSD
2255.010
_ A~r~ ~~o~ _ ~e~ _4 ~
~ :.a,~
/ilj -W<'
L
BRACKET
DIMENSION
1.Bm 204m
H L 1.Bm 204m
H 0.9m 1.2m
4.775mm wall thickness
Elliptical 64x10B 70x125
Section mm 00 mm 00
Elliptical section
-r;=- 1081 00
~'": "F
~ 11 I
< >-
~S. 62 A'5
SECTION A-A
II
II-
I t
II
It
II
II
II
II
It
U
I L '\
II \
I I /'
II \ <,0
II V
I I
l""t-
I,-
II
32mm dio hole
J
A
25mm dio hole
A
DETAIL A
- ---r
0>
BRACKET BASE PLATE
NOTES:
A For mounting details, see OPSD 2250.01.
B All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
1.8m AND 2.4m ALUMINUM
TAPERED ELLIPTICAL BRACKET
OPSD 2420.01
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N
g; N I
N 0>
N
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Lamp wattage label
Lamp wattage label
Background colour
Note 1
Block
numerals
Note 2
75mm min
LABEL DIMENSIONS
25mm min
BOTTOM VIEW
LJ 25mm min
SIDE VIEW
1
TYPICAL LAMP WATTAGE CODES
IDENTIFYING
NUMERAL
7
10
15
25
35
40
LAMP
WATTAGE
70 W
100 W
150 W
250 W
350 W
400 W
c
'E
E
E
10
I'-
J
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NOTES:
1 A gold background shall be used for high pressure sodium and fluorescent red
background for the metal halide labels. Labels shall be made using high visibility
reflective sheeting.
2 All numerals on the labels shall be black and made fram 9mm wide line and
numerals shall be minimum of 50mm high.
A Do not cover manufacturer's label.
B Labels shall be the peel and stick type.
C All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
LAMP
FOR
_NO" 2005 Ro" 0 ~
_ _ _ _ _ _ _ _ _ _ ':9i-l@
WATTAGE LABEL
LUMINAIRE
OPSD
2421.010
Hondhole cover
Ground lug attached to
metal frame mounting bolt
Note 2
Handhole frame
Finished grade
1000
Flexible duct
# 6 AWG system
ground wire
Dud entry hole
Typ, Note 1
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Flexible duct
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lh :
L ~_______________J
Ground rod where required
Rigid duct
19mm clear crushed stone
drainage pocket and foundation
NOTES:
1 For duct entry details see OPSD-2123.03.
2 For handholes with metal frames, ground wire shall be attached to frame using a
ground lug suitable for #6 AWG stranded copper wire.
3 For handholes with metal covers and non metallic frames, the ground wire shall be
attached to the hand hole cover using a ground lug suitable for #6 AWG copper wire.
4 In raised traffic islands, install 12mm expansion board at back of curb.
A For specific handhole details see OPSD-2112.01, 2112.02, 2112.030, 2112.040
2112.05,2113.010 and 2115.01.
B All dimensions are in millimetres unless otherwise shown.
MINISTRY OF TRANSPORTATION ONTARIO DRAWING
February 2006
ELECTRICAL HANDHOLES
GENERAL INSTALLATION REQUIREMENTS
MTOD
2117.02
Rev
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12mm dio stainless steel hex
head bolt, flat washer,
lock washer and nut, 4 required
80.- 0
_.:-:~ I")
-...-rT\.~~~
..... 1'1-
~, ,I,
....~~'l
',It-,
'~-
...~::-....
Detail 'A'
~
??????
Concrete pole
I
Bracket damp plote
40x6mm min thick steel
hot dip galvanized
TRUSS BRACKET
Rubber gromment
20m m ID
Brocket mounting plate
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SECTION A-A
FOR SINGLE MOUNTING
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,
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.--
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Bracket clomp plate
40x6mm min thick steel
hot dip galvanized
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12mm dio stainless steel hex
head bolt, flat washer,
lock washer and nut. 8 required
,
,
,
,
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,
,
,
,
,
,
,
,
,
d
"
"
"
"
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,
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Rubber gromment
20mm ID
Bracket mounting plate
DETAIL 'A'
I
SECTION A-A
FOR DOUBLE MOUNTING
NOTES:
A Bracket mounting plate to be aluminum
alloy 6063 - T6.
B All dimensions are in millimetres unless
otherwise shown.
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I
MINISTRY OF TRANSPORTATION ONTARIO DRAWING March 2001 Rev
I
TRUSS BRACKETS
MOUNTING DETAILS
MTOD
2250.020
I
r---O.o + 600-,
I (UIN. 9(0) I
. ... .- .....
:" =: '0.250 WITH A .' ;;
:....... . MIN. Of 100 .- .
';"":0" '.:.'.:;
. . -
".01" .
,
'.
'.-
. -
.".',
~gN~~~TE ..~-;4_:..." ~ ~~.~ '.~: ~--.
CONCRETE ENCASEMENT
DETAIL
NOTES
1 PVC WATERMAlN MAY NOT BE CONCRETE ENCASEO
2. CONCRETE (NCASEJ.l[NT ()f" GRAVITY SANITARY
SEwERS MUST EXTEND fROM PIP[ JOINT lO
PIPE JOINT
3. THIS DETAIL APPLIES TO PROPOS[O PIPING ONLY
,-00. + 6OO~
I (M1N 900) I
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CLASS B
CONCRETE AND CPP
l, '" 1 9
r-oo + 600~
I (MIN 9(0) I
SAND COVER COMPACTED
TO 98% PROCTOR DENSITY
19 mm CRUSHER RUN
LIMESTONE COr.APACTEO
TO 98 ~ PROC TOR
DENSITy
____ Hl8 BU;:NO OF
CRUSHED ClEAR
STON(
WET TRENCH
PVC.
CLASS P
PE AND VC
SAN IT ARY,
(MAIN AND
AND CONCRETE
r--- 0.0 + 600 -,
I (MIN. 900) I
SANO COVER CQWPACTEO
TO 98% PROCTOR DENSITY
,-0.0 + 6OO~
I (MIN. 900) I
PlAIN OR REINfORCED
CONCRETE MIN. 15 MPo
.-..."'4.<-"'" --..' ...4~. ....4
'!;_ ','4:~.-:':-_,-4'..\i:.'_: _~:<_
.. ..."11 -.. ..".... ......6. .....,41
-1: ,'cfl~~_......,. .~.~-_~~:-..
" : '.~ .4~
ORY TRfNCH
19 mm CRUSHER RUN
LIMESTONE COW'ACTED
lO 96 % PROCTOR
OENSlTV
WfT TRF"NCH
Hl8 BLfNO Of"
CRUSHED CL[AR
,JON[
4.f4'0'~i~T
..6>~ do.! '4100
. . .' .00
".......... ",. ... !
. i4.~ ~.~..,~i "-4:.d lOa
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CONCRETE ARCH
R[lNFQRCEO As
R[lNf"ORCEO As
PuIlN
SAND COVER COMPACTED
TO 98% PROCTOR ()[NSITY
SANO 8(OOING ANI) COVER
COMPACfED IN 150 mm LAYERS
TO 98X PROCTOR (l(N'SITY
____ DRY TRENCH
---- 19 mm CRUSHER RUN
UU(SfONE COMPACTED
TO 98 % PROCTOR
DENSITY
wn TRENCH
Hl8 BLEND or
CRUSHED ClEAR
STONE
PIPE
DUCTILE
CONCRETE CRADLE
CLASS A
1.0% Lf'" ..8
'" 0..% If''' 3.4
If = 2.8
,-00 + 600-------,
I (MIN. 900) I
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()
'00
CLASS D
IRON AND COPPER
PIPE
I~oo. + 600-1
(MIN. 9(0)
DRY TRENCH
PIPE
LEGEND
D.O. = OuTSIDE DIAMETER Of PIPE
Lf '" LOAD FACTOR
A... '" AR[A Of STEEL
NOTES
I 8EOOlNG MATERIAlS SHALL BE tuLLY EXTENDED
AND COMPACTED AG^,NST TRENCH WALLS
BEDDIN(; MA T[R1Al S SHAll 8( PlACED AND
COMPACTED IN 150 mm LAYERS
2 NO MECHANICAL COMPACTION EOUIPMENT SHAll
8( USED ON TOP or PIP( PRIOR TO PLACING
A MINIMU,", OF 300 mm COVER
.3 PIPE SHAll BE 8EDDED TO PROPOSED UNE
AN{) GRA(}( WITH UNIFORM AND CONTINUOUS
SuPPORT FROM Bf.!)OING BLOCKING WITH ANY
HARD OBJECT SHAll NOT 8( USfO TO BRING
THE PIPE TO GRADE
~ I 9 mm OIA CRUSHER RUN LIMES TONE TO
OPSS 1010 ~ GRANUlAR A SPEC - TABLE 2
(WHEN SPEClrtED)
5 Hl 8 BLEND CRUSHER ClEAR STONE TO
OPSS 1033 - TABLE 2 (WHEN SPEClnED)
6 CONCRETE TO QPSS '350 (WHEN SPEClFI[O)
STORM AND WATER
SERVICE) TRENCH BEDDING
ENCASEMENT DETAILS
All DO.4EN$lONS IN ""llllM[fRES EXCEPT 'M-iERE NOTED
owe GAlE 1978 OJ
REVlS/C1N NO 7
REv DA IE 200~ 05
SCALE N,TS
WORKS DEPARTMENT
8-401
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LONGITUDINAL LAP JOINT TREATMENT
FOR PROPOSED LANE WIOENlNGS
40 mm OEPTH~
(MIN.)
NOTES
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VERTICAL FACE AND BOTTOU
OF KEY SHALL BE SWEPT CLEAN
AND PAINTED WITH BITUMINOUS
EMULSION
I
I
ROAD
~ _ _ SURF ACE COURSE
_ t BINDER ASPHALT
EXISTING
I
END TREATMENTS
FINAL un OF ASPHAlT SHAll BE PlACED IN FOLLOWING YEAR
I
EXISTING
-----t:i----
ROA(} 2.5 m RAUP
NOTES
I
AlL VERTICAL FACES OF JOINTS
SHAll BE SWEPT CLEAN AND PAINTED
wITH BITUMINOUS EMULSION PRIOR
TO PAVING.
I
I 25 m RAMP I
DEPTH.
0' _ f _~)}Jfry;j
LAP JOINTS
;:.~f---.-
/ I I I 1-------- APPROXOMATE
).0 m cur
80 mm
(lAIN)
I
EXISTING
ROAD
PROP, BINO~:R ASPHALT
I
NOTES
I
ALL VERTICAl FACES OF JOINTS
SHALL BE SwePT C LEAN AND PAINTED
WITH BITUMINOUS UAUlSION PRIOR
TO PAVING
20 DEGREE SKEW (TYPICAL)
I
40 mm DEPTH
(WIN)
0.5 m CUT
1=: m RAMP REMOVED 4-
_-:..------- l fiNAL UfT or ASPHALT
------
EXISTING
I
0.5 m
EXISTING BINDER
ASPHAlT (2 uns)
ROAD
I
END TREATMENTS
AS~_' ~ ,,_
:::ING__~__ _______ :::'NG
~ APPROXIMATE
3.0 m cur 3.0 m CuT
3.0 m WIDE cur I SURFACE OVERlAY or ASPHAlT
i____L.___
---------
NOTES
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AlL vERTICAl FACES Of" END
JOINTS SHAll BE SWEPT ClEAN AND
PAINTED WITH BITUMINOUS EMULSION
PRIOR TO PAVING
20 DEGREE SKEW (TYPICAL)
I
40 mm DEPTH~
(M/N)
EXISTING ROAD 1
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.
All DIMENSIONS IN MlllIMETRES EXCEPT WHERE NOTED.
owe.. DA TL 1986 04
REVISION NO,: 5
REV. OA TE: 2006 04
PAVEMENT JOINT TREATMENT SCALE N.J.S
8-501
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WORKS DEPARnlENT
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152'" ORIfiCE
FLATE
RECESSED TROUGH COLLECTS STANDING
WATER m~ TOP OF INSERT
TO SUIT
FINISHED
GRADE
(TRANSITION
TO 1200 mm
AS REOUIRED)
t
PLAN VIEW
.
305
.
r
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"0
FIBERGLASS
INSERT
635:i
642
OUTLET
RISER
PIPE
914
3073
.'-.
'.
1219
"
THE STORl\.-lCEPlOR SYSTEM IS
PROTECTED BY ONE O~ MORE
OF THE FOLLOWING PATENTS-
CANADIAN PATENT NO 2,009,208
CANADIAN PATENT NO. 2,137,942
CANADIAN PATENT NO.2, 175,277
CANADIAN PATENT NO.2, 180,305
CANADIAN PATENT NO.2, 180,383
C6,NADlAN PATENT NO 2,206,338
1829
178
3D5
/"
SECTION VIEW
I
SAFETY GRATE TO BE INSTALLED
OVER RISER P'PE
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ACCESS OPENING TO BE
ORIENTED OVER OIL CLEANDUT
PORT AND RISER PIPE
I
FRAME AND COVER EMBOSSED
"STORMCEPTQR"
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CR.ADE AO~IUSTERS
TO SUIT F1NISHm GRADE
1520 OIL CLEANOUT PORT
TO BE RAiSED TO E1EV..\TlDN
A,S CLOSE TO THE UNDERSIDE
OF THE FLAT CAP
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-OUTLET PIPE. SIZE BASED m~
SEWER Of:SIGN. FLE:<IBI.E 80()1
OR GROUTED TO CONCRETE
RISER SECTION
I
600.-; RISER PiPE. NOICHED
AND TAPERED FOR INSTALLATION
I
-- CONCRETE RISER AND SLA.B
COMPONENTS C/W NITRILE
GASKETS FOR JOINTS
MANUF,ACTURED TO CSA AND
OPS STANDARDS
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3000 DROP TEE.
NOTCHED .I;NO TAPERED
FOR !NSTALLATION
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SEDIMENT
CAPACITY
Il)
6205
1500 CAPACITIES
Oil I TOTAL
CAPACITY I C....PACITv
(L) ! L IMP GAL)
915 727C (1600)
**NOT FOR
CONSTRUCTION**
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...
...
...Hanson
R.R.~,CAIII~,OHTAFIlO_5SJ
TEL 51!H122-7i!74
.~
FAX519-al~3:l_0ff'la
51~1.T1~lECHNICAl.SEJIYICES
~
StonnoopIa.
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IN-LINE STORMCEPTOR
MODEL STC 1500
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G-4
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
GEOTECHNICAL INVESTIGATION
(Borehole Logs)
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Reference No ; 5084-7-3 Borehole No : 1 Enclosure No: 2
Client: Torten Sims lIuhicki Associates Lid,
Project: Stevens Road Extension Method: Auger
Location: C1ltrington Bh:d to R Rd 57, Bowmam:ille Diameter: IIOmm
Datum Elevation: GeodcHc Date: Manh 27. 2007
SUBSURFACE PROFILE SAMPLE
j [: Standard Water %
- . Pendration Plastic Limit Remarks
'0 - . , Blowsl300mm Liquid Limit
~ . " . ..
> c- o .. 0 I c- >- !
"" . ... ~ , ... i 20 40 60 8,01~0 1,0 20 30 40 S,O
"' Q en Z f-
~ 0 Ground Surface
. 300 m m T OIJsoil II ,
SII.TY SAND I 5S 5 P , .
- I.oose to com pad. Iraee topsoil ....... ,
at the top, wet II
120 (Cultivated Soil)
f---'- -I
1- 2 SS 21 0
,
,
. 3 55 22 0 .
i
2-
- CLA YEY SIL T ,
1 Vcr)' stitT to hard. with intuhcdded 4 5S 23 0
thin layers of sandy silt. brown. moist
to wet
!
3- i
5 S5 19 0 .
,
!
.
116.8
I---'- 4 ?:
.
. CLAY ~
Firm. grey. wet ~ p
6 S5 8
~ '/
5
End of Borehole ,
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V.A. WOOD ASSOCIATES LIMITED Disk No :
Sheet: 1 of 1
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Reference No: 5084-7-3
Borehole No : 2
Enclosul'"t No: J
Client: Totten Sims lIuhicki Associates Ltd.
Pmject : Ste\'cns Road Extension
Method: AugCl'"
Location: Clarington Rlvd to R Rd 57, Bowmanville
Diameter: IlOmm
Datum Elevation: Geodetic
Date: Much 27, 2007
SUBSURFACE PROFILE SAMPLE
- I Standard Water %
c E I - . Penetration Plastic Limit Remarks
.5 "0 - - , Blowsl300mm Liquid Limit
:; .c .c .c -;
> c. I E .!! I E -
. c. ;-
- . , 20 40 60 80100 1020 304,05,0
iii I ~ '" ~ Z
" en Z f-
1121.2 Ground Surface I I
0 II
300 mm TOI)soil
- CLAYEY SILT )
Suft to firm, trace organics. rootlets, S5 6
-
120,6 brown, wet -.1 ,
- (eulth'ated Soil' i
- 261
1- 2 55 0 .
- :
-
- 3 5S 32 0
21 eLA YEY SIL T
1--
~ Very stiff to hard. with interbedded
thin layers of sandy silt, brown, moist
4 5S 39 0 .
.
. ,
3- i
. 5 S5 32 0
iron oxide stained
!.!22
. to:nd of Bon'hole
4- I
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V.A. WOOD ASSOCIATES LIMITED DiskNo:
Sheet: I of I
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Refertnce No: 5084-7-3
Borehole No : 3
Enclosure No : ~
I
Client: Totten Sims lIubicki Associates Ltd.
I
Project: Stevens RO<ld Extension
Method : Au~cr
Location : Clarin~t(Jn Blvd to R Kd 57, Bowmanvillc
Diameter: 1lOmm
I
Datum Elevation: Geodetic
Date: March 27. 2007
I
SUBSURFACE PROFILE SAMPLE
E I I I Standard Water %
c E " I " Penetration Plastic Limit Remarks
'E .c ~IEi~1 c Blows/JOOmm Liquid Limit
. " "
> Q. c. >
" c . c 20 4060 80100 1,0 2,0 3,0 4,0 50
W ~ ~ ~ Z ~ Z
c 1 f-
~ 0 Ground Surface i i I
300 mm Topsoil ill i
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SILTY SAN!) 0
1120.8 Compact. trace topsoil. organics. 1 S5 19 .
greyish brown. wet /
\ - (Cultivated Soin
1-. 2 SS 30 0
~ ."
J CLA YEY SIL T 3 55 33 I 0 .
,
'Very stiff to hard, with inferbedded
. thin layers of sandy silt, brown, moist
4 I SS 28 0 ,
;
3-' I
iron 4l'lide stained 5 55 20 0 .
~ .
- l<:nd of Borehole ,
j
4-' ,
-
S-
j .
V.A. WOOD ASSOCIATES LIMITED Disk No:
Sheet: 1 of 1
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Refercnce No: 5084.7-3
Borehole No : 4
Enclosure No : 5
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Client: Tolten Sims lIubicki Associates Ltd.
Project: Slevens Road Extension
Method: Au~c,.
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Location: C1:drington Rlvd to R Rd 57. Uowmanvillc
Diameter: 110mm
Datum Elevation: Geodetic
Date: .'\11lrch 27. 2007
I
SUBSURFACE PROFILE SAMPLE I
e Standard Water % i
c e " . Penetration Plastic Limit I Rema rks
.~
.. Q " . . Blows/JOOmm Liquid Limit
..c ~ . ~ . ..
> c. e ;; e Co ;>-
. . . >> 2~ 4,0 60 80100 1020 304050
<;; >> ;l: Z
Cl '" Z ...
!.:.!d. 0 Ground Surface
250 mm TOllsoil II
SILTY SANI) J ,
,
I.oose, trace organics. some wood I S5 5 I
Borchnlc ollen and
fragments, brown, wet II' , dr")' l~n completion
120.6 (Cultivated Soil) I
-
1- CLA YEY SIL T TILL 2 5S 29 0 ' , .
Very stitT to hard. trace fine gravel, I
l!!:2. brown, moist
3 55 29 0
21 CLA YEY SILT ..
l
J Vcry stifftn hard, with interbedded
thin layers or sandy silt, brown. moist >- ,
! '"
118.5 1 c i
I--- i
SANDY SIL T TILL
3- Compact to \'ery dense, trace fine . .-
gravel, brown, moi~t 0
4 S5 52 .
!!2:! - ;
- ":nd of Bon:hole
;
- ,
4-
!
-
,
- I
i
5- I
-
V.A. WOOD ASSOCIATES LIMITED DiskNo:
Sheet: 1 of 1
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Reference No: 5084-7-3
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Client: Totten Sims Ilubicki Associates Ltd.
Project: Sfc\'cns Road Extension
Borehole No
Location: Clarington Blvd to R Rd 57. Uowman\"iIIc
I
Datum Elevation: Geodetic
SUBSURFACE PROFILE
I
E I
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120.8
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Ground Surface
.J
250 mm Topsoil
SILTY SAND
Loose, trace organics, brown, wet
(Cultivated Soil)
1-
.
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SANDY S/L T TILL
J-
.
.
.
Dense to very dense. trace fine gravel,
brown, moist
4-
.
End or Borehole
5-
]
SAMPLE
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ill
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25542
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S5 93
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Standud
Pendration
BlowslJOOmm
20 40 60 8.0 100
6 )
- -
0:
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Enclosure No: 6
Method: Auger
Diameter: llOmm
Watcr%
Plastic Limit
Liquid Limit
to 2.0 3,0 4,0 5,0
.
.
V.A. WOOD ASSOCIATES LIMITED
4
5S 100+
5
SS 100+
Date: ;\1a.-ch 27. 2007
Remarks
Borehole ope n
on completion
Disk No:
Sheet; I of I
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Reference No: S084-7~3
Borehole No
6
Enclosure No: 7
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Client: Totten Sims Hubicki Associates Ltd.
Project: Stevens Road Extension
Method: Auger
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Location: Clarington Blvd to It Rd 51. Buwmanvillc
Diamctu: llOmm
Datum Elevation: Geodetic
Date: March 27, 2007
I
SUBSURFACE PROFILE SAMPLE i
, I I Standard Water %
E I
,
c I - Penetration Plastic Limit Remarks
-E E ~
I "0 - . ~ Blowsl300mm Liquid Limit
. -" -" . .0 . -;;
> Co 11 .. E Co ;;-
. c 20 406,0 8,01?0 I~ 20 30 40 50
'" . ~ ~ Z
Q I Z f-
1121.5 0 (;round Surface
250 rom Topsoil i I !
CLAYEY SILT P
Firm. trace topsoil. organil's. greyish SS 5
Borehole ollcn
brown, wc:t on completion
120.8 - (Cultivated Soil)
I--
1- 2 SS 100+ 0 .
I ,
-
SANDY SIL T TILL 3 SS 100+ 0
2- ,
Very dense. truce fine gravel, brown.
moist .~
,
. I .
I
3- -
~ ..,:. 4 SS 18 0
. ~~.~
..".
GRA VELL Y SAND TILL ~.;
4- ..:.. I
Compact, with subroundcd fine to ~~;~~ ,
coarse gravel, brown. wet
.....
.~; , wash~d ~ravel
~ 5 SS 28 0 . recovered
End of Borehole
5- I
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VA. WOOD ASSOCIATES LIMITED
Disk No :
Sheet: 1 of 1
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Reference No: 5084-1-3
Borehole No : 7
Endosure No: 8
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Client: Totten Sims Hubicki Associates Ltd.
I
Project: Stcnns Road Extension
Method: Augcr
Location: Clarington R1vd to It Rd 57. Bowm:.mville
Diameter: llOmm
I
Datum Elevation: Geodetic
Date; March 27. 2007
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Reference No: 5084-7-3
Borehole No: 8
Enclosu...e No : 9
Client: Totten Sims lIubicki Associates Ltd.
Project: Stc\'ens Road Extension
Method: !\bnual
Location: C1aringtoR Blvd to R Rd 57, Howmanville
Diametu :
Datum Elevation: Geodetic
Date: Ma...ch 28. 1007
SUBSURFACE PROFILE SAMPLE
E I , I I I Standard Water %
c I I Penetration Plastic Limit Rema...ks
.~ E . .
'0 . c Blows/300mm Liquid Limit
. .c .c ; I .c . ..
.. Q. E :; C Q. >-
. . ;; >. 20406,0801?O ',0 2,0 3fl 4,0 50
&j I ~ ~ Z
Q '" Z '"'
~ Gmund Surface ! ! I !
0
~~~ I- I 1~
...x.k:
1:l:...:l:
PEAT l~i~ ,
...~~~ I SS I .
V cry loose. mixed o~anic material ~~..:
and sandy silt, o~anic odou.... da...k 1:11:.J..:l: I
g...eyish b...own. wet l~l~ I
:t.x;t.k:
(Mixed alluvium and peat) 11i~
liJ&.k.JI:.
110.6 i~?
- 1
2 S5 18 0 .
SANDY SIL T TILL
Compact to very dense, trace fine
gravel. grey. moist 3 SS 57 6 .
2-
I
109.3
I- ,
End of Rorehole
I
,
3- I I
,
I ,
- I
- I
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- ;
1 I
,
- ,
I ,
I I
S-
V.A. WOOD ASSOCIA TES LIMITED
DiskNo:
Sheet: 1 of 1
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2007-20
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 CONDmONS OF CONTRACT
Table of Contents
SECTION GC 1.0 .INTERPRETAOON
GC 1.01 Caplions................................................................................................................... 1
GC 1.02 Abbreviations ........................................................................................................... 1
GC 1.03 Gender and Singular Referenoes............................................................................ 1
GC 1.04 Definitions ................................................................................................................ 1
GC 1.05 SubslantiaI Performanoe......................................................................................... 5
GC 1.06 Completion............................................................................................................... 6
GC 1.07 Fmal Aa;eptal1Oe ..................................................................................................... 6
GC 1.08 Interpretation of Certain Words ............................................................................... 6
SEcnoN GC 2.0. CONTRACT DOCUMENTS
GC 2.01 Reliance on Conlrac:t 000umenIs.........................................................~.................. 7
GC 2.02 Order of PIeoedenoe ............................................................................f.................. 7
SEcnoN GC 3.0 - ADMlNISTRAnoN OF THE CONTRACT
GC 3.01 Conlrac:t Administrator's Authority .......................................................L................. 8
GC 3.02 Working Drawings ................................................................................................;.. 9
GC 3..03 Right of \he Conlrac:t Administrator to Modify Methods and Eq~ ................. 9
GC 3.04 EmeIgency Siluations...........................................................................~................ 10
GC 3.05 Layoul...................................................................................................,................ 10
GC 3.06 Working Area.........................................................................................................10
GC 3.07 Exlension of Conlrac:t Tune ................................,.................................................. 10
GC 3.08 Delays.................................................................................................................... 11
GC 3.09 Assignment of Contract ......................................................................................... 11
GC 3.10 SlAl<:ollbacling by \he COltlraGtOl.......................................................................... 11
GC 3.11 Changes .............................................................................................M.................12
GC 3.11.01 Changes in the Wollc..........................................................................~................. 12
GC 3.11.03 Addllional Work ..................................................................................................... 12
GC 3.12 Notices................................................................................................................... 12
GC 3.13 Use and Occupancy of the Work Prior to 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.,3.14.04 Negotialions........................................................................................................... 14
GC3.14.05 Mediation ............................................................................................................... 14
GC 3.14.06 Payment................................................................................................................ 14
GC 3.14.07 Rights of Both Parties............................................................................................ 15
GC 3.15 Engineering Arbib..lkn, ........................................................................................... 15
GC 3.15.01 Conditions for Engineering Arbilration................................................................... 15
GC 3.15.02 Arbitration Procedure............................................................................................. 15
GC 3.15.03 Appointment of ArbitJator....................................................................................... 15
GC 3.15.04 Costs...................................................................................................................... 16
GC 3.15.05 The Decision.......................................................................................................... 16
GC 3.16 Archaeological Finds ............................................................................................. 16
SECTION GC 4.0 . OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01 Working Area......................................................................................................... 17
GC 4.02 Approvals and Permits .......................................................................................... 17
GC 4.03 Management and Disposition of Matarials ............................................................ 17
GC 4.04 Construction Affecting Railway Property .............:..............................................:..18
GC 4.05 Default by the Conlractor...........................................................................,........... 18
GC 4.06 Notification of Default ............................................................................................ 18
GC 4.07 Contractor's Right to Correct a DefauIt................................................................... 18
GC 4.08 Owner's Right to Coneet Default........................................................................... 18
GC 4.09 Tennination of Contractor's Right to Continua the Work....................................... 18
T_of~.1I
OPS o.neo.I CoI_. of ConIr8cI- kp_l8ll9
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GC4.10
GC4.11
GC4.12
GC4.13
Final PlIyment to ContraclDr..................................................................~............... 19
Tenninalion Of the COntract...................................................................~............... 19
Continuation of COntraclDI's Obligations............................................................... 19
Use of Pefformance 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 M$terial........................................~.........................................f............... 20
Quality Of MaleriaI.................................................................................................. 20
Rejected M$terial................................................................................................... 20
Substitutions .......................................................................................................... 20
OWner SUpplied Material.......................................................................................21
Ordering of Excess Material.................................................................................. 21
Care of MalllriaI...................................................................................+.............. 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.b4
GC 6.03.06
GC 6.03.07
GC 6.04
Plotec:tion Of WOlf(, Persons and Property............................................................ 23
Indemnification ...................................................................................................... 23
c....lba<.Vs Insurance........................................................................................... 24
General..................................................................................................;...............24
General UablIity Insurance .................................................................................... 24
,
Automobile LlabiIity Insurance............................................................................... 24
Aircraft and WDaall 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
Conbador's Equipment Insurance ........................................................................ 26
Insurance Requirements and Duralion..................................................~............... 26
Bondlng..................................................................................................................27
GC 7.01
SECTION GC 7.0 - CONTRACTOR'S RESPONSIBILITIES AND CONTROL OF 1lIE WORK
General..................................................................................................................28
T_af~.i1
OP8Gene1a1c......_afCol*Mt-"~" ......,_
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
GC7.12
GC 7.13
GC 7.14
GC7.15
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 Inte/TUption of Utility Services ....... 31
Approvals and Permits .......................................................................................... 31
Suspension ofWoll< .............................................................................................. 32
ContractoI's Right to Stop the Work or Tenninate the Contract............................ 32
Notices by the Conbactor .................:.................................................................... 32
0bsIructi0ns........................................................................................................... 33
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Umitations of Operations....................................................................................... 33
Cleaning Up Before Acceptance ........................................................................... 33
Warranty ................................................................................................................ 33
SECTION GC 8.0 - MEASUREMENT AND PAYMENT
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
Payment................................................................................................................ 35
Price for Work........................................................................................................ 35
Advance Payments for Mateliat.....................................................!...................... 36
Certification and Payment ..................................................................................... 36
Progress Payment Certilic:ate..... ..... ................................................................ ...... 36
Certification of Subcontract Completion .............:.................................................. 37
SubcontJact Statutory Holdback Release Certilic:ate and Payment...................... 37
Certilic:alion of Substantial Pertormance............................................................... 37
Substantial Perfonnance Payment and Substantial Perfonnance Statutory
Holdback Release Payment Certil"1Ca1e&............................................................... 38
Certilic:alion of Completion ....................................................................................38
CompIelion Payment and Completion Statutory Holdback Release
Payment CertiIicates ................................................................................. ...... ...... 39
InteAlst..................................................................................................... ....... ....... 39
InteAlst for late Payment...................................................................................... 39
InteAlst for Negolialions and Claims ..................................................................... 40
0Wner's Set.()ff ................ ............. ........................... .................... ..... ........ ...... ...... 40
T_of~.'"
0P8 GenlnI ~.. 01 ConII8c:I- Sepee.._ 18119
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GC 8.02.03.12 Delay in Payment ..................................................................................f............... 40
GC 8.02.04 Pa~on a Tillie and Material Basis...............................................+.............. 40
GC 8.02.04.01 DefitlitiollS..............................................................................................................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 WoIking Tme ........................................................................................................ 42
GC 8.02.04.06.02 Standby Tme ........................................................................................................42
GC 8.02.04.07 Payment for Hand Tools..............................A........................................................43
GC 8.02.04.08 Payment for WOrk by SubcontIadors.................................................................... 43
GC 8.02.04.09 SUbhlission of Invoices.......................................................................................... 43
GC 8.02.05
GC 8.02.06
FmaI Acceptance Cer1ificate..................................................._........................... 43
Payment of Workers ..............................................................................................44
Records .................................................................................................................44
Taxes and Dulies...................................................................................................44
. liquidated Damages..............................................................................................45
GC 8.02.07
GC 8.02.08
GC 8.02.09
OPS-..eoo_.arCclnllad.I .. ......1_
T-,ar Con**' y
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OntariQ Provincial Standards
for
Roads and PubIc Wortcs
September 1999
GC 1.01
GENERAL CONDITIONS OF CONTRACT
SECTION GC 1.0 ~ INTERPRETATION
Captions
.01 The captions appearing in these General Conditiolls have been i.ned as a matter of convenience .
and for ease of ...1Wence only and in no way define. limit or enlarge the scope or meaning of the
General Conditions or any provision heteof.
GC 1.02
AbbreviatIons
.01 The abbreviations on the left below are commonly found in the COnlract Documenls and represent
the organiLaliolls and phrases listed on the right
"MSHTO"
"ANSI"
"ASTM"
"AWG"
"AWWA"
"CESA"
"CGSB"
"CSA"
"CW8"
"GC"
"MOE"
"MTC"
"MTO"
"MUTCD"
"OPS"
-"OPSD"
"OPSS"
"PEO"
"SAE"
"SSPC"
"UL"
"ULC"
GC 1.03
-American Association of State Highway Transportation Officials
- American NaIionaI Standards Institule
- Amelican Society for Testing and MaterlaIs
- American We Gauge
- American WllBrWorb AssociaIion
- Canadian Engineering Slandards Association
- Canadian General Standards Board
- Canadian S1andards .4ssocialion
- Canadian Welding Bureau
- General Conditiolls
- Minisby of the Environment (Ontario)
- Ministry of Transportation (0nIari0)
- Ministry of Transportation (Ontario)
- Manual of Uniform TraIIic Control Devices. published by MTO
- OntarIo Provincial StandaId
- Ontario Provincial StandaId Drawing
- Ontario Provincial Standard SpecificaIion
- Profelliooal Ellgineers Ontario
- Society of Automotive Engineers
- StIUoturaI Steel Painting Council
- Underwriters laboratories
- Underwriters l.abOIatories Canada
Gender and Singular References
.01 References to the masculine or singular thIOughout the COnlract Documents shal be considered to
include the feminine and the plural and vice versa as the context requires.
GC 1.04
DeflnItIons
.01 For the purposes of this COnlract the following definIIions apply:
Actual Measurement means the field msellol8l.18I1l of that quantity within the lIppIOVBd limite of the
Work.
OPS_eo...._"'c..r.ct-SI~II.......t_
...'
Additional Work: means work I1Clt provided for in the Contract and not considered by the Contract
Adminisbator to be essential to the satisfactofy completion of the Contract within its intended scope.
Base: means a layer of material of specified type and thickness placed immediately below the pavement,
driving surface. finished grade. curb and gutter, or sidewalk.
CertIficate of Subcontract Completion: means the certificate issued by the Contract Administrator in
accordanee with clause GC 8.02.03.02, Certification of Subcontract Completion.
Certificate of Substantial Performance: means the certifICate issued by the Contract Administrator at
Substantial Performance.
Change Directive: means any written instruction signed by the Owner. or by the Contract Administrator
wheruo authorized. directing that a Change in the Work or Extra Work be performed.
;it':;
Change In the Work: means the deletion, extension. increase. decrease or alteration of fines, grades,
dimensions, quantities, methods, drawings, substantial changes in geotechnical, subsurface. surface or
other conditions. changes in the character of the Work to be done or materials of the Work or part thereof.
.within!the intended scope of the Contract.
Change Order: means a written amendment to the Contract signed by the Contractor and the Owner, or
the Contract Administrator whele so authorized, covering contingencies, a Change in the Work, Extra
Work, AddItional Work and changed subsurface couditlons, and establishing the basis for payment and the
lime anowed for the adjustment of the Contract Tme.
Completion Certificate: means the certificate issued by the Contract Administrator at completion.
Constructor: means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act, R.S.O. 1990, c.O.1, as amended and amendmentslhereto,theColdladorwho executes the Contract.
Contract: means the undertaking by the OWner and the Contractor to perform their respective duties,
responsibilities and obligations as presaibed in the Contract Documents.
Contract Administrator: means the person, partnership or corporation designated by the Owner to be
the Owner's representative for the purposes of the Contract.
Contract Documents: mean the executed Agreement between the OWner and the Contractor, the
Tender. the General Conditions of Contract, the Suppiemenlal General Conditions of Contract. Standard
Specifications, Special Provisions, Contract Drawings. addenda incorporated in a Contract Document
before the execution of the Agreement, such other documents as may be listed in the Agreement and
subsequent amendments to the Contract Oocuments made pursuant to the provisions of the Agreement
Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any
Subsurface Report and other reports and information provided by the Owner for the Work, and without
limiting the generardy thereof, may include soil profiles, foundation investigation reports, reinforcing steel
schedules, aggregate sources lists, Quantity Sheets, cross-sections and standard drawings.
Contract TIme: means the time stipulated in the eo.~llacl Documents for SUbstantial Performance of the
Work, including any extension of Contract TIRle made pursuant to the Contract Documents.
Contractor: means the person, partnership or corporation undertaking the Work as identified in the
Agreement
Controlling Operation: means any component of the Work, which, if delayed, wi" delay the completion of
the Work.
Pege 2
OPS ~ CcII...... of~. ........bef 1999
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Cost Plus: see"Tme and l"rlnial".
Cut-Off Date: means the date up to which payment will be made for WOIk peIfonned.
Dally Work Records: mean daily Records detailing the number and categories of Wlllkers 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 Worlc.
equipment means aft machinery and equipment used for preparing. fabricating, conveying or erecting
the Work and normally referred to as construcliOn machinery snd-equipmenl
EstImate: means- a calculalion of the quantity or'tost-oHheWork or1'lilt-ditidepeftding on the context.
Extra Work: means WOIk not pIOIIided for in the Contract as' awaRIed' but consIderecI by the COntract
Admiltilltl.m.. to be essenIiaIlD the'satisfaclDly completion of theConllact- within lis intended scope,
lnclucfmg unanticipated WOIk required to comply with legislation and regulations which affect the Worlc.
Final Acceptance c...1lflca18; means the c:ertifk.ate issued by the Contract Administrator at f"1Il8I
AccepllJnce of the Work.
" final DetaIled StiItement: means a complete evaluation prepared by the Contract Administrator showing
the quantities, unit prices and final dOllar amounts of aD items of WOIk completed under the Contract,
including variations in tender items and Extra Work, all as set out in the _ general form as the, monthly
estit .llIteS.
Force Account: see "Tine and MaIeriar'.
Geotechnical Report: means a report or other information identifying soil, rock and ground water
. conditions'in the area of any proposed excavation or iii.
GracIe: means the required elevation of that part of the work.
Hand Tools: means tools that are commonly called tools or.implementsof-the trade and include smaD
power tools.
Hlgh_y: means a CO!Th.1OII and public highway any part of which is intended for or used by the general
public ror the passage of vehictesand includes the area between the IaterI!Il p10perty 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 ectuaI or estimated
tender quantity, whicheller is the 1aIger, mulliplied by its tender unit price, which is equal or gr....M than
the lesser of,
a) $100,000, or
b) 5% of the tolaI tender vaJue calculated on the basis of the tolal of all the estimated tender
quantilies and the tender unit prices.
MaterIal: means material, machinely, equipment and fixtules forming part of the Work.
OPSo.w.IC",.dIIMaafc.-.s ,11_'_
"-3
OWner: means the party to the Contract for whom the WOIk is being perfonned, as identified in the
Agreement, and includes, with the same meaning and import, . Authority".
Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic
concrete, hydraulic cement concrete - Portland cement COI'ICIete, or plant or road mixed mulch.
Performance Bond: means the type of security furnished to the OWner to guarantee completion of the
WOIk 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 Woll< as shown in
the Contract Documents.
Project means the construction of the WOIk as contemplated by this Contract.
Quantity Sheet: means a list of the quantities of WOIk to be done.
Rate,Clf Interest means the rate determined by the Minister of Finance of Ontario and issued by, and
avaHal:lle from, the Owner.
--:'n",
Records: mean any books, payroUs, accounts or other information which relate to the Wall< or any
Change in the WOIk or Claims arising therefrom.
Roadway: means that part of the Highway designed or intended for use by vehicular traffic and includes
the Shoulders.
Shoulder: means that portion of the Roadway between the edge of the wearing surface and the top
inside edge of the ditch or fill slope.
Special Provisions: mean special directions containing requirements peculiar to the WOIk.
Standard Specification: means a standard practice required and stipulated by the Owner for
performance of the Work.
Subbase: means a layer of material of specified type and thickness between the SUbgrade and the Base.
Subcol ,tractor: means a person, partnership or corporation undertaking the execution of a part of the
WOIk ~ virtue of an agreement with the C,,"b co..M.
'"'b
SUbgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
SUbbase and Pavement
~i. _
Subsui18ce Report: means a report or other information identifying the location of utilities, concealed and
adjacent structures and physical obstructions which fall within the influence of the Work.
Superintendent: means the Contraclol's authorized representative in responsible charge of the Work.
Surety: means the person, partnership or cocporation, other than the Contractor, licensed in Ontario to
transact business under the Insurance Act, R.S.O. 1990, c.1.8, as amended, executing a bond provided by
the Contractor.
Tender:' means an offer in writing from the Contractor, submitted in the format prescribed by the Owner,
to complete the Work.
Time and Material: means costs calculated acconIing to Clause GC 8.02.04, Payment on a Tme and
Material Basis. Where "Cost Plus. and "Force Accounf' 8fll used they shall have the same meaning.
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utility: means an aboveground or underground facility maintained by a municipaIty, public utility authority
or regulated aulhorlty and includes services such as sanllary sewer, storm sewer, water, etedrk;, gas, oil,
steam, cjala transn 'J ',it, tels...11one and cable tele.islorL
Warranty~: means the period of 12 months from the date of SUbsIaldial Perfomllln<:e or such
longer period as may be specified for certain Materials or some or all of the Wori(. Wheie a date of
Substantial Perfonnance is not established, the Wananty Period shall commence on the date of
Completion.
Waitt: means the tolaI construction and related services required by the Contract Documenls.
Working Area: means all the lands and easements owned or acquired by the Owner for theconstruclion
of the Wori(.
Working Day: means any Day,
a) except Saturdays, Sundays and statutory holidays;
. II) ,'. except a'Dayasdeterriliiled'bY'lhe Contr/iCt'AdminlslralDr;'on'"tVhich'1twOonlrac;torispreJllnted by
. . incIer1l8nt'.. B lIlher or COl "lions reeuIting iInm4d' .aIL" 1b....41""~. rrom proceeding 'Wilh'a-ConlrolIing
.0000000000...Fclrthe pUrpcsesofthis deliniIion,1his will be a Daydurin!Jwhiclrthe Cuhba..t...camot
proceed willi at least 60% of the nonnal labour and equipment force ..elft.dilIeIy engaged on the
Controlling Operalion for at least 5 hours;
c) except a Day on which the Co.dla\.h" is prevented from proceeding with a ControUing Operation, as
determined by the Contract Administrator by reason of,
l any breach of the Contract by lhe Owner or If such prevention is due to theOwner', another
contractor hied by lhe Owner, or an emplOyee of anyone of them, or by anyone else acting on
behalfoftheOwner'. .
ii. on-deIivery of Owner-supplied materials.
Iii. any cause beyond the reasonable conlrol of the ec..,ba.:;to( which can be substantiated by the
Co! ,b acIIOr to the satisfaction of the Contract Administralor.
WorkIng.Drawings: or WorIcIng Plans: . means any DrawIngs or Plans prepared by the Contractor for the
execution of the Work and may, wilhout limiting the generally thereof, include faIsework plan$. Roadway
protection plans, shop drawings, shop plans or erection diagrams.
GC 1.85
Subslantial Performance
.01 The Work is subslanlially peIfOnned, .
a) when the Work b be perforhled under the Contract or a subslanlial part:theleof is ready for use
or Is being used for the purpose intended; and
b) when the work to be performed under the ContractiS'c;apabIe'ofcomplelionor, where \here Is a
known defect, the cost of COITeG1ior'~ is not more than
l 3% of the first S5OO,ooo of the Contract price,
R. 2% of lhe next S5OO.ooo of the Contract price, and
Ii. 1% of lhe balance of lhe Contract price.
.02 For the purposes of \his Contract, where the Work or a subslantial part thereof is ready for use or is
being used for lhe purpc s e s intended and lhe remainder of' the Work cannot be completed
expedlliously for reasons beyond the control of the Co.dl-.h.o or, where the Owner and the
Contractor agree not b complete the work expedIliously, the price of the services or materials
remaining to be suppled and required to complete the Work shaI be deducted from the Contract
price in determining Slibstalllial Perfonnance.
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GC 1.116
Completion
.01 The Work shall be deemed to be completed aI1(I services or Materials shall be deemed to be last
supplied to the Work when the price of completion. correction of a known defect or last supply is not
more than the lesser of,
a) 1% Otthe Contract price; or
b) $1.000.
GC 1.117
F"mal Acceptance
.01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the
best of the Contract Administrator's knowledge at that time. the Contractor has rectified. aU imperfect
work and has discharged an of the Contractor's obHgations under the Contract
GC 1.08
Interpretation of Certain Words
.01 . ..J)1e words "ac:ceptabIe", "approvar, "authorIzed", "considered "eN II a y", "directed", "required",
-:"::~satIsfactOIy", or words of like impoIt, shaft mean approval of, directed, required, consideled
. -. necessary or authorized by and acceptable or satisIac;tory to the Contract Adminlslrator unless the
context clearly indicates otherwise.
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GC 2.01
SEC1"ION GC 2.0 - CONTRACT DOCUMENTS
Ren- on Contract Documents
.01 The Owner warrants that the iI,rormation furnished in the Contract Documenls can be relied upon with
the following lmilalions or E!lCCeptio.lS:
a) The Ioc8lIon of all mainline underground utiIIlies 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 wwrant intefpretations of data or opinions expressed in any SUbsulface
Report available for the perusal of the cc...baclDl and excluded from the Contract Doc:unlems; and
c) Other Information spec:lficaIIy excluded from this warranty.
GC 2.02
Order of Prececlence
.01 In the event of any inconsistencY or conflict in the c:onfe!.\lS of the. folloWing documenls. such
doaIments shaH take precedence and govern In the following order:
a) Agreement
b) Addenda
c) Special Provisions
d) Contract Drawings
e) Stalldatd Specifications
f) Tender
g) SUpp/emeI,ta1 General ConditionS
h) Genelal Conditions
i) Working Drawings
Later dates shaD. govem wilhln each of the above categories of documents.
.02 In the event of any conftict among or inconslslency in the information shown on Drawings. the
following rules shaD apply:
a) Dimensions shown in figures on a 'Drawing shaD govern wheIe they differ from dimensions scaled
from the same dlawing;
b) Drawings of larger scale shaD govern over those of smaller scale;
c) 0etalIed Drawings shaD govern over general Drawings; and
d) Drawings of alaler dale shaH govern over those of an earlier date in the same series.
.03 In \he event of any contIct in the contenls of Standard . SpeGlfic;ations the following order of
precedence shaI govern:
a) Ontario Provincial Standard Specific;alions; then
b) Other Standard Specifications. such as those produced by CSA. CGSB. ASTM and ANSI. and
referenced in the Ontario Provincial Standard Specificatiolls.
.04 The Contract Documents are complementary. and what is required by any one shaH be as binding as
if required by all. "
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SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01
Contract Adminlsbatuts Authority
.01 The Contract Adminisob.olor wilt be the OWner's representative during construction and until the
issuance of the Completion Certificate or the issuance of the Final Acceplance Certificate whichever
is later. All inslructions to the Cu..b aGb" including instructions from the OWner will be issued by the
Contract Administrator. The Contract Administrator will have the authority to act on behalf of the
Owner only to the extent provided in the Contract Documents.
.02 All claims, disputes and other matters in question Illlating to the perfonnance and the quality of the
Work or the interpretation of the Contract Documents shall be referred to the Contract Administrator.
.03 The Contract Administrator Will inspect the Work for its conformity with the plans and specificatioos,
agd 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
,....,!ump sum price contract.
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.04 .The Contract Administrator Will determine the amounts owing to the Contractor under the Contract
and will issue certificates for payment in such amounts as provided for in Section GC 8.0,
Measurement and Payment
.05 The Contract Administrator will with reasonable promptness review and take appropriate action upon
the ConlIactor's submissions such as shop drawings, product data. and samples in accordance with
the Contract Documents.
.06 The Contract Administrator will investigate an aRegations of a change in the character of the Work
made by the Contractor and issue appropdate instructions.
.07 The Contract Administrator will prepare Change Directives and Change Orders.
.08 Upon written appflC8tion by the Conlractol, the Contract Administrator and the Contractor wilt jointly
conduct an inspection of the Work to estabrlsh the date of Subs1antial Performance of the Work
and/or the date of Completion of the Work.
.09 The Contract Administrator wilt be, in the first instance, the interpreter of the Contract Documents and
the judge of the performance thereunder by both parties to the Contract. Interpretations and
deCisions of the Contract Administrator shaD be consistent with the intent of the Contract Documents
and in making these decisions the Contract Administrator will nOt ~ pMiaIity to either party.
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. .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 inoOI.....cllcd in the Work
or not, which has been rejected by the Contract Administrator as failing to conform to the Contract
Documents shaD be removed promptly from the Work by the Contractor and replaced or re-executecl
promptly in accordance with the Contract Documents at no additional cost to the Owner.
.12 Any part of the Work destroyed or damaged by such removals, rep/acements or re-executions shall
be made good, promptly, at no addiUonal cost to the Owner.
.13 If, in the opinion of the Contract Administrator, It is not expedient to correct defective work or work not
performed in accordance with the Contract Documents, the OWner may deduct from monies
otherwise due to the CoBb actor the difference in value between the work as performed and that
called for by the Contract Adm~.
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.14 NotwilhstancIing any inspeclions made by \he Contract AdmInIslrator or \he issuance of any
certificaIes or \he making of any payment by \he OWner, the failure of the Contract AdminisIrator 10
reject any defec:live work or Material shall not constilUle accepIaIlCll of defec:live work or Malerial.
.15 The Contract AdmklMldluo will have the auIhority 10 temporarily suspend the WOIk, for such
reasonable lime as may be necessary 10 fa> ilil~e the checkill!I d any portion' of the Contractor's
construcIion layout or the inspection of any portion d the Work. There shall' not be any extra
compensation for the suspension of work.
GC 3.G2
WOrking DnIWlngs
.01 The COllb -.11M' shaR arrange for the preparation of clearly identified and dated WOIking Drawings as
called for by the Contract Documents.
.02 The Co. dlCldor shaD submit WoOOng DrawingS to the Contract AdI1....dIuo with reasonable
promplness and in 0Id8l1y sequence so as to-not c:8u$e delay in the-WorK ',If!li\her theContl8Ctor or
the Contract Admilli$bator so requests they shaljoIntIy prepare 'lIsc:hl1dlile filcing the.dates for
submission and return ofWOlking Dtawings. WOIking Drawings shalbesubmitled in printed form.
At the time of submission the Contractor shaD notify the Contract Admi ..dlor in writing d any
deviations from \he Contract requirements that exist in the Wortdng DrawIngs.
.03 The Contract AdminislralDr wll review and retwn WOIking Drawings in accordance with an agreed
upon schedule. or otherwise, with reasonabIa promptness so as not to cause delay.
.04 The COntract AdmInlllLdIuo"'s review wiD be to d1eck for COI.formily tIO the designcollcept and for
general anangement only and such review shaI not relieve the COlllractol of respollsibility for enors
lII: omissions in the Working Drawings or of rasponsibiIily for meeting all requiIemenI:s of the Contract
Documents unless a deviation on the Worlcing Drawings has been appI oved in writing by the Contract
AdminillLatu. .
.05 The Contractor shall make any changes in WorIcingDrawings which the ContractAdmiliahator may
require consistent with the Contract DoaImenls and resubmit unless olhelwlse diIecled by the
Contract Adrni..ator. When rasubmilting. the Contractor shalnotify the Contract Administrator in
writing of any revisions other than those requesledby the Contract Ad.,......
.06 Work related 10 the Wortdng Drawings shaH not ~ unlB the WOIkiII!I Drawings have been
signed and dated by the Contract AdminisIr8tor and marked with the words "Reviewed. PermIssion
to oonstruct plll8d..
,07 The Contractor shaD keep one set of the .revieWedWorkingDraWingS; marl(edas above. at the site at
all limes.
GC 3.03
RIght of the Contract AdmInistratOr to Modify Methods and Equipment
.01 The Cohbactor shaR, when requested in writing. maItil aIterations'in the melhod. Equipment or work
force at any time the Contract AdminislralDr considers the CUllb-.l1M's ections to be unsafe. or
damaging to either the WOIk or existing facIilies or the environment.
.02 The Cullb........' shaI. when requested in writing, aIler the sequence of ils operaIions on the Contract
so as tIO avoid ilderference with work being performed by others.
.03 NotwIthstanding the foregoing. the Co..bactol shaD ensure that al ne<BIIIIY saI'ety precautions and
pooteclion are n... ..led ttwoughout the WorK
OPS~COI-"_ dCOnll1llll- SI)tl v'oeIllll1l1
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OPS o.n.nl CondIiacIa aI ~ - S&plamber 1lKl9
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GC 3.04
Emergency Situations
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.01 The Conlract Adminlslrator has the right to determine the existence of an emergency situation, and
when such an emergency situation is deemed to exist, the Contract Administrator may instruct the
Conlraclor to take action to remedy the situation. If the ConlracIor does not take timely action, or if
the ConlracIor is not available, the Conlract Administrator may direct others to remedy the situation.
.02 If the emergency situation was the fault of the ConIractor, the remedial work shall be done at the
Contractor's expense. If the emergency situation was not the fault of the Contractor, the Owner will
pay for the remedial work.
GC 3.05
Layout
.01" The Contract Administrator will provide baseline and benchmark information for the general location,
, .aignment and elevation of the Work. The Owner will be responsible only for the correctness of the
',~ provided by the ConlractAdministrator. .
GC 3J& Working Area
. --*'
.01 The COnlractor's sheds, site offices, Ioilels, 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
atan limes.
.02 The Contractor shall confine his oonstruction operations to the Working Area. Should the Contractor
require more space than that shown on the Conlract Drawings, the Conlraclor shall obtain such
space at no adcfdional cost to the Owner.
.03 The Conb'actor shall not enter upon or occupy any private property for any purpose, unless the
Contractor has received prior written permission from the property owner.
GC 3.07
Extension of Contract TIme
.01 An application for an extension of Contract Title shaH be made in writing by the Contractor to the
Contract Administrator as soon as the need for such extension becomes evident and at least 15 Days
prior to the expiration of the Contract Tme. The application for an extension of Contract Tme shall
enumerate the reasons, and stale the Ienglh of extension required.
.02 ,Circumstances suitable for consideration of an extension of Contract Time.inctude the following:
a) Delays; See subsection GC 3.08.
b) Changes in theWOItc; SeeclauseGC 3.11,01.
c). Extra Work; See clause GC 3.11.02.
d) Additional Worj(; See clause GC 3.11.03.
.03 The Contract Administrator will, in considering an application for an extension to the Contract Time,
take into account whether the delays, Changes in the Work, Extra WoIk or Additional Work involve a
Controlling Operation.
.04 The Contract Tme 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 shal continue for such extension of Contract Time.
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GC 3.08
Delays
.01 If the Co.dr;)ClI)r is delayed in the perfonnance of the Work by,
a) war, b/oclCadeS, and civil commotiolls, errors in the Contract Documents; an act or omission of the
OWner or COnItact AcImirlil:;bAlllr, or anyone employed or engaged by them ~ or indinlcIIy,
contrary to the provisions of the Contract DocumenIS;
b) a stop work order Issued by a court or public aulhority, provided that such order was not issued as
the result of an act or omission of the Colllaactor or anyone employed or engaged by the
Co. dI...b..or direclly or indlJeclIY;
, , c) lhe'COnlractAdministralDrgiving notice undersubsectiooGC-7.09;SUspension of Work;
d) abnormaIlncIement weather; or
- e) 'ardlaeologlcal finds in .....o.da.a wilh subseclior'l GC 3.16. Archaeological FII1ds.
then the Co.dI....h.o shall bereimbunled by the owner for-reasonable CXI$lS incuned by-the Cot ,bactor
as the result of such. delay, provided that in the case of an applIcaIion for an extension of Contract
Tillie due toilbnonnal illc.tilrnent weather; 1he'Cullb....h.o '8haIt,wilh'lhe -CoIlIIllCtllr'sapplic;ation,
submit evidence from EnviIonment Canada in_supportofsuch8A...~tion."i:ldensionofCo.ib....l
Tme win be granted in ac:cordance with subseclionGC3,07; Extension of,ContractTme.
.02 If the WoIkdis delayed by labour disputes, &trikes or Iock-outs - including Iock-ools dea'eed or
recommended toils memberS by a 'recognized c:ontradDr's ,ssooialion, of wtllCbthe Conlrac:tor is a
member or to Whic:hthe CUOdl......... is otherwise bound - Whic:hare beyond the Conlr8c:tDr's control,
then the Contract Tme shII'be' ~ in' a..(X)Idelawillnubsec:tion GC. 3.07; ExtensIon of
Contract Tillie. In no case shaD the extension of Contract TIme be lesslhan the lime loItas the
result of the event causing the delay, unless a shorter extension is agreed to by the COIIII actoI; . The
Co..bcdJ), shall not be 811tilJ;,d topaymenl for costsinc:uned as theresutt of,such dalaysunless such,
delays are the result of actions by the owner.
GC 3M
Asslg~ of Contract
.01 The Conlraclor shaD not assign the ConlJad. either in whole or in part. without the WIillen consent of
the OWner.
GC 3.10
subcontracting by the Contractor
. .01 The Contractor may ~jla..ctany part of the Work; subject to these General Conditions and any
limitations specified in the Contract Documents.
.02 The Cot,bactor shall notify the Contract Adniinislrator,inwrilinlf:,oflhe hdl.',lion to sw.......bact. SUch
nolification shan identify the part of the Work; and the SUbco.,b ac:tol with whom it is intended.
.03 The Contract Aclmioistlaliolwin, wilhin 10 Days of receipt of such r.ulllilAIiOiI,.ac:cept or reject the
intended ~diactor. The rejedion wi! bem writing'and win include the reasons for the rejection.
.04 The Co.llIactor shII not, wiIhout the WIillen c:onsent of the OWner, change a SUIx:ontractor-yJho has
~ engaged in ac:cordance with subsedion GC 3.10 SlAb..uo,blaAiil9 by the Collllactor.
;05 The ConlnlclOr shall preServe and protect the rights of the parties under the Contract with respect to
that pert of the Work to be.perfonned under slAlc:ordJact and shal,
a) enter into ag-ms with the intended SUbcolobactors to require them to peIform their work in
8IXlOIdanOe with the Contract Doc:umenls; and
b) be as fUlly nlSponsibIe to the Owner for acts and omissions oftheCo."~sSubcoldractols and
of persons ~ or lndireclly employed by them as for acts and omissions of persolls direclly
employed by the Coo obactol.
ops~eo. ~~..<JIConnoI.11I.1 JM.1lll111
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.06 The OWner's consent to subcontnlcling by the Contractor shall not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any liability upon the OWner.
Nothing contained in the Contract Documents shaD aeate a conlracluaI relationship between a
Subcotobactor and the OWner.
GC3.11
Changes
Changes in the Work
GC 3.11.01
.01 The OWner, or the Contract Administrator where so authorized. may, by order in writing, make a
Change in the Work without invalidating the Contract. The Contractor shall not be required to
proceed with a Change in the Work until in receipt of a Change Directive. Upon the receipt of such
Change Directive the Contractor shaH proceed with the Change in the Work.
.02 ...:!;!Je Contractor may apply for an extension of Contract Time according to the terms of subsection GC
3:07. Extension of Contract Tune.
.03 If.the Changes in the Work relate solely to quanlities, payment for that part of the Work will be made
-according to the conditions specified in clause GC 8.01.02, Variations in Tender Quanlitiel.. If the
Changes in the Work do not solely relate to quantities, payment may be negotiated pursuant to
subsection GC 3.14, Claims, Negotiations, Mediation or payment may be made according to the
conditions contained in clause GC 8.02.04, Payment on a Tune and Material Basis.
GC~.11.l12
Extra Work
.01 The OWner, or Contract AdmillMldM where so authorized, may instruct the Contractor to perfonn
Extra Work without invalidating the Contract. The Contractor shaD not be required to proceed with the
Extra Work until in receipt of a Change Directive. Upon receipt of such Change Directive the
CoI,baclur shall proceed with the Extra Work.
.02 The Coull a..tu. may apply for an extension of Contract Tme according to the terms of subsection GC
3.07, Extension ofContractTme.
.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 Tune and Material Basis.
GC 3..1.1.03
Additional Work
.01 The OWner, or Contract Administrator where so authorized, may request the Contractor to perform
Additional Work without invalidating the Contract. If the CoI,bacb..r agrees to perfonn Additional
Work, the Contractor shaD proceed with such Additional Work upon receipt of a Change Order.
.02 The Conlractor may apply for an extension of Contract Tune according to the terms of subsection GC
3.07, Extension of Contract Tune.
.03 Payment for the Additional Work may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiations, Mediation, or payment may be made IlCCOld~19 to the conditions contained in clause
GC 8.02.04. Payment on a Tme and Material Basis.
GC3.12
NotIces
.01 Any notice permitted or required to be given to the Contract Administrator or the Superintendent in
respect of the Work shall be deemed to have been given to and reoeIved by the addressee on the
date of delivery if delivered by hand or by facsimile transmission and on the fifth Day after the date of
mailing if sent by mal.
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OPS GenerIII eo.........1II ~ - S&PlIollbeo 11199
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.02 The c.,..t........ and the OWner shall provide each olher with the mailing eddresses. telephone
numbers and fac$imIIe Ieh.linal numbers for the Conlrad AdmilIslrator and the Superinlendent at the
commencement of the WoIlc.
.03 In the event of an emergency situation or olher urgent matter the Conlrad AdministJator. or the
SUperintendent may give a verbal notice, provided that such notice is confirmed In Wrillng within 2
Days.
'.04 Any noticepermitled or' required to be given to the OWner or the Contractor shall be given in
accordance with the notice provision of the ConIracl
GC 3.13
Use atId Occupancy of the Work Prior toSubstanllal Performance
.01 'Wheteit is notcontemplaledefsewhere in'the Conlrad Documenls; the Owner may use or occupy
the Work or any part thereof prior to SUbslanlilltPel fI....oculC8; providecL1hatatteast30 Days' written
notice has been given to the c.,.,t...ctor.
.02 The use orocx:upancy of the Work or any partthereofby1he OWnerprioHo Slibstanlial Perfo."l8nce
shan not c:onstilule an acceptance d the Walk, or parIS so occllpied. In'adlIiIk.n. the use or
occupancy dthe Walk shaI not I1lIieYe the eu.lh..ctor or the Conlracto(s Surety from any liability
that has arisen, or may arise, from the pelfl."ll8IiCedtheWortIn acc:ordance.withtheCcntract
Dcc:umenIs. The OWner wi! be responsible for any damage that occurs because d the 0wneI's use
or occupancy. 'SUch use' or 0CCI1pancy of any part d the Wort by the OWner does not waive' the
0Wner's right to charge . the COllbaclDrliquidaled damages in accordance with thetenns of the
ConIracl
GC3.14
GC 3.14.01
Claims, Negotiallons, Medlldion
Continwnce of the Work
.01 Unless the .Contract has been terminated or completed, the Co.,t........ shall in every case. after
serving or recelvIng any notiIicalion'of a claim or dispule;'verbaI or wrlIlen, continue to proceed with
the Work with'due diligence and' expedition. It'is undelstood by the parties that such .actiori will not
jeopardiZe any claim it may have. .
GC 3.14.02
Record Keeping
.01 Immediately upon commencing work which may result In a claim, 1heCo.,t........ shall keep Daily
WOlk Records during the course of the Work, sulIicIent to subslanliale the eu.lba..klo's claim. and the
Contract AdminIslralllr wID keep Dally WOrk'Records'lIr be used In' f! !: t ~ 'lithe Cu.flI..clioI"s claim.
au in IlCCCII'dance with clause GC 8.02.07. Records.
,02 The Contractor and the Contract Administrator shall reccnciIe their respec;live Daily Work Records on
a daiy 'basis. to sirnpIify Ievlew d the claim. when submilled.
.03 The keeping of Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records with those d the Co.,lIactor shall not be construed to be acceplance of the claim.
GC 3.14.03
au. Procedure
.01 The Co.llllldl)r shall give verbal notice of any situation which may lead to a cIa/m for additional
payment immediately upon becoming aware of the sIluaIicn.
.02 The Co.lll......... shall provide written notice In the slandanf form "Notice of Intent to CIain'l" within 7
Days of the commencement of any part cl the Walk which may be "Ifo..lbd by the sltualion.
OP8~r- ." _ofo.nract.t .. ."1_
P-eet3
.03 The Contrador shaH submit detailed claims as soon as reasonably possible and in any event no later
lhan 30 Days after completion of lhe work dlft:dt.d by lite situation. The detailed claim shall:
a) identify lhe item or Hems in respect of which lhe cla8n arises;
b) state,lhe grounds, contraclual or otherwise, upon which lhe claim is made; and
c) include lhe Records maintained by lhe Contractor supporting such claim.
In exceptional cases lhe 30 Days may be increased to a maximum of 90 Days with approval in writing
from ~ Contract Administrator.
.04 Within 30 Days of lhe receipt of lite Contractor's delaiIed claim, lhe Contract Administrator may
request lhe Contractor to submit any further and other particulars as lite Contract Administrator
considers necessary to assess lhe claim. The Contractor shan submit lhe requested information
within 30 Days of receipt of such request.
.05" Within 90 Days of receipt of lhe delailed claim, lhe Contract AdminislratDr shall advise lhe Contractor.
in writing, of lhe Contract Adminislrator's opinion with regard lD lhe validity of lhe claim.
,",>
GC3o>14.G4 NegotiatIons
.~.: -
.01 -The parties shaH make an reasonable eIforls lD resolve their dispute by amicable negotiations and
agree to provide, without prejudice, open and timely disclosure of relevant facIs. Information. and
,documents lD faclfllate these negotiations.
.02 Should the Cot dractor disagree with lhe opinion given in paragI8ph GC 3.14.03.05, with respect to
any part of lhe claim, lhe Contract Admilti$bcduo shaH enter into negotiations with lhe Cuub-u lD
resolve lhe matters in dispute. Where a negotialed setIIement cannot be reached and it is agreed
that payment cannot be made on a Tme and Material basis in accordance with clause GC 8.02.04,
Payment on a rnne and Material Basis, lhe parties shaH proceed in accordance with clause GC
3.14.05, Mediation. or subsection GC 3.15, Engineering Arbitration.
GC 3.14.05
Mediation
.01 If a cIain is not resolved satisfac:lDlily lItrough lhe negotiation sIage noted in clause GC 3.14.04.
Negotiations, within a period of 30 Days foIIa.ving lhe opinion given in paragraph GC 3.14.03.05. and
, lhe Contractor wishes to pursue lhe issue further, lhe parties may, upon mutual agreement. utilize lhe
services of an independent third party mediator.
.02 The mediator shaD be mutually agreed upon by lhe OWner and Co.,b.........
.03 The mediator shall be knowledgeable regarding lhe area of lhe disputed issue. The mediator shaH
,.1JI!Hl! with lite parties together and separately, as necessary. lD review all aspects of lhe issue. In a
. IiOlit attempt to assist lhe parties in resolving lhe issue themselves prior lD proceeding to arbilnltion
lite mediator shall provide, without prejudice, a non-binding recommendation for settlement
.04 The review by lhe mediator shall be completed within 90 Days following lhe opinion given in
paJagraph GC 3.14.03.05. '
.05 Each party is responsible for its own costs related lD lhe use of lhe third party mediator process. The
cost of lhe lItird party mediator shall be equally shared by lhe Owner and Contractor.
GC 3.14.G6
Payment
.01 Payment of lite claim will be made no later than 30 Days after lhe date of resolution of lite clllIim or
dispute. SUch payment will be made 8QCOrding lD lhe terms of Section GC 8.0, Measurement and
Payment
~14
OPS ~ CoIdIIoo.. d Connc:I-lleI*h_18l19
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GC 3.'t4.07
Rights of BoIb Parties
.01 It is agreed that no action taken under lhis subsection GC 3.14. CIalms. NegotiatiOns. Mediation. by
either party shaN be'construed as a reIUICiation or waiver of any of the Jighls or ~ available to
the parties. provided that the requIremenls set out In lhis subseclion are Mfilled.
GC 3.15
GC 3.15.01
Engineering Arbltration
~1tIons for Engineeriilg ArtJIb.lIon
.01 If a claim is not RlSOIved satisfactorily through the negolialion stage noted In clause GC 3.14.04.
NegotiaIion$. or the mediation stage noted In clause GC 3.14.05. Melfialion. either party may invoke
the provisions'of subsection GC 3;15. engineering MlIbctlk.n. by giYIng written notice to the other
party.
.02 NoIIfi(;ation that 81bib.dk..n shall be imp/emented to resolve the issue$hall.'communicated in writing
as soon as possible and no 1aterlhan""60"Days.foIIowin!r1he OplniOh1JMln In flllI89I8Ph GC
3.14.03;05. Whenetheuseofa thint partymediatorw;lSillplernetd.ed:I~ ~ bewi\hin 120
Days of the opinion given In paragraph GC 3.14.03.05.
.03 The parties shall be bound by the decision of the arbitrator.
.04 The rules and pnx:eduresof the ArbiIration Act, 1991. S.O. 1991. c.17. as amended, shall apply to
.any arbibdllu.l conducted hereunder except to the extent that they are modified by the express
provisions of this subseclion GC 3.15. E~i..g Arbfu.6..l. .
GC 3.15.02
ArbIIratIon PlOCedure
.01 The following provisions _ to be included In the agreement to arbilraIe and are subject only III such
rightofappeal'as exist wheIe theadlilrator has exceeded 'his orherjuJisdicllon or have otherwise
d"1SqU8Iified hinl or herself:
a) AD existing acIions In-.espect of themallersundera.tlibCilionwil.be.stayed pending arbIb.6..l;
b) AD outstanding claims and malIeIs to be setIJed _to be set out In a schedule to the agreement
Only such cIairns and rnalIers as are in the schedule will be 81bibdtt.d; and
c) Before proceeding with the arbllralion. the Cu.jbaCllOt Shan COIm.n, that an mailers In dispute are
set out in the schedule.
GC3.15.03
AppoIntment of AtbIbodor
.01 The adlilrator shall be muluaIIy agreed uponby1he OWnerand ConIraclllf1Dadjudicate the dispute.
.02 Where the OWner and Corotractor cannot agree on a sole arbilIalor within 30 Days of the noIificaIion
of a((:.roallu.l noted in paragraph GC 3.15.01.02, the OWner and tile Coubactor shall each choose an
appointee within 37 Days of the notice of lIIbilJaIion.
.03 The appointen shall muIIIaIIy agree upon all 8IbilICifl)( to adjudicat8the dispute within 15 Days after
the last appointee was chosen or \hey shaIIlllfer the matter to the ArbiIraIion and Mediation Institute
of Ontario Inc. which will select all albilrator to adjudicate the dispute wIIhIn 7 Days of being
requested to do so.
.04 The 1II'bib.... shall not be interested financiaUy in the Contract nor In either party's business and shan
not be empJoyed by either party.
.05 The arbItralor may appoint Independent experis and any other 1181-* to assist hinI or her.
opso.wwc. _. .."ceanct.lljll_'lIlllI
~16
.06 The arbitrator is not bound by the rules of evidence which govern the trial of cases in court but may
hear and consider any evidence which the arbitrator consldeIs relevant
.07 The hearing will commence within 90 Days of the appointment of the arbitrator.
GC 3.15.04
Costs
.01 The arbitrator's fee shall be equally shared by the Owner and the Contractor.
.02 The fees of any independent experts and any other persons appointed to assist the arbitrator shall be
shared equally by the Owner and the Contractor.
.03 The arbitration hearing shall be held in a place mutuaRy agreed upon by both parties or in the event
the parties do not agree, a site shan be chosen by the arbitrator. The cost of obtaining appropriate
fac:iIities shall be shared equaBy by the Owner and the Co"b ....M.
~-;;:.,,~..
.04 . The arbitrator may, in his or her disaetion, awartl reasonable costs, related to the arbitration.
GC 3.15.05
The Decision
.01 The reasoned decision will be made in writing within 90 Days of the conclusion of the hearing. An
extension of time to make a decision may be granted with consent of both parties. Payment shall be
made in accordance with clause GC 3.14.06, Payment.
GC 3.16
Archaeological Finds
.01 If the Contractor's operations expose any items which may incflC8le an archaeological find, such as
building remains, hartlware, accumulalions of bones, pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area Identified by the
Contract Administrator. Notification may be verbal provided that such notice is confirmed in writing
within 2 Days. Work shan remain suspended within that area until otheIwise directed by the Contract
Administrator in writing, in 8ccordance with subsection GC 7.09, Suspension of Work.
.02 Any delay in the completion of the Contract that is caused by such a suspension of Work wiD be
considered to be beyond the Contractor's control in ac:colllance with paragraph GC 3.08.01.
. .03 Any work directed or authorized in connection with an archaeological find will be considered as Extra
~ Work in accortlance with c:Iause GC 3.11.02, Extra Work.
.,oz ,
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"'16
OPSGenoniI~OI~-Sepleo,lIlet 1999
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SECTION GC .u . OWNER'S RESPONSlBIUTIES AND RIGHTS
GC 4.01
WorIdng Anta
.01 The OWner wiD acquire all property rights which are deemed n8Cet5ary by the Owner for the
conslrUction of \he Work, including temporary working easemenls, and will indicale \he full extent of
\he WoIking Area on \he Contract Drawings.
:02 The Geotechnical Report and.Subsurface Report which wiD be provided by the OWner as part of the
tender documents shall fonn part of \he Contract Drawings.
GC 4.02
Approvals and Permits
.01 The OWner wiI pay for all plumbing and building permils.
.02 The Owner will obtain and pay for allpennits, licenses and .certifio ..,.....tnIely.JeqlIiredfor Project
approval. .
GC4.03
. Management and Disposlllon ofllaterillls
.01 . The OWner willdentify in the Contract Documents the materials to be moved within or removed from
\he Working Atea, and any characteristics' of those malt..ilIh. which will nee essitale special malelials
management and disposition.
'.02 In ac:l::OI'danc8 wiltl'tegutations under \he Occupetional Heelth8lld-SafetyAct; R;S.O.1990. c.O.1; as
amended, the Owner advises that
a) \he designated substances sHica, lead and arsenic are generally present throughout the Working
Area occuning naI1nIy or as a result of vehicle emissioi1S;
b) \he designated substance asbestos is present in asb as'os conduils for uIililies;
c)'the.ftiIIowinghazardous.maIelials are ordinarilY present in c:onslructioIHlcllvili8$:' li~,
gypsum, marble, mica and Portland cemenl; and
d) exposure 'to 1hese subslBnces mayOCCllr as'a result of activilIes by \he Cu..b....M such as
sweeping, grinding, crushing, drilling, bIaslIng; culling and abrasive blasting.
.03 The Owner wiD Identify in \he Contract Documents any desIgnal8d substances or hazardous
materials other than those Idenlified above and lheir localioI. in the Working Area.
.04 If \he OWner or Co..b4Ctol discovers or is adl/Isec:l'of ,\he' p1lsence:.of.cIesigr1medsubstances or
hazardous materials which are in addilion to those Iisled in paragraph GC. 4.03.02, or not c/earty
identified in \he'Contract DocumentnlCl:o'ding'1D'1*colPCIItAI.OO'4,93:03;.1hen:verbaI notice wiD be
pI'OIIided to \he other party immedialely with written CQI,lilm"t\un.wIthin 2 Days.' The Contractor wiD
stop work in 1he area1mmedialely and wiI delennine \he neceesarysteps required to complete the
work in accordance with applicable legislation and regulalion.
.05 The OWner wiI be responsible for any reaSthlllble addllional costs of removing, managing and
disposing of any maIelial' not identified in the Contract Documenls. or where oondllions exist that
could not have been reasonably foreseen at \he. lime of lei'Ideriolg.AIl work under this paragraph
shal be deemed to be Extra Work.
.06 Prior to commer ICllIl'IllIIt of \he Work, \he Owner will provide to \he Contractor a list of those products
CQI,bOlled under \he V/oI1cpIaoe Hazardous Materials Infolmaticlh System or WHMlS, which the
Owner wiD supply Of use 011 the Contract, together with oopies of the lla leriaIs S8fely Data Shtlels for
these producls. All contalnlrs used in the epplIcation of products .......uIlt.d under WHMlS shall be
1lIbeIIed. The Owner wiI notify the ec..lb aclol in writing of c:hang8s to the 1st and provide relevant
Material Satety Data Shel.
OPSOener.I CcIIldIlIOna oI~' 8.~1l _1.
P8ge 17
GC 4.04
ConstructIon Affec.1Ii", Railway Property
.01 The Owner will pay the costs of allllagging and other traffic conIroI measures required and provided
by the railway company unless such costs are solely a function of the Contractor's chosen method of
completing the Work.
GC 4.05
Default by the Cc:.lIbacCor
.01 The ContracIor shall be in default of the Contract if,
a) the CoI11ractor fails to commence the Worl< or execute the Work properly or otherwise fails to
comply with the requirements of the Contract to a subslanliaJ degree; or
b) if the Contractor is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because of insolvency. .
GC .4dJ6 Notification of Default
,:-'~~--
.01.tThe Owner will give written notice of a default to the Contractor as soon as the Owner becomes
aware of the aleged default but failure to give such notice in a timely way shall not constitute
condonation of the default. The notice will ilclude inslructions to COITect the default within 5 Worl<ing
Days.
GC 4.07
Contractor's Right to Conect a Default
.01 The ContracIor shall have the right within the 5 full Working Days following the receipt of a notioe of
default to COITect the default and provide the Owner with satisfactoIy proof that appropriate corrective
measures have been taken.
.02 If the correction of the default cannot be compleled within the 5 full Worl<ing Days following receipt of
the nolice, the Contractor shal not be in default if the Contractor,
a) commenoes the correction of the defauI within the 5 full Worl<ing Days foIowing receipt of the
notice;
b) provides the Owner with an acceptable schedule for the progress of such correction; and
c) completes the correction in accordance with such schedule.
GC 4.08
Owner's Right to Correct Default
.01 If the Contractor falls to COITect the default within the time specified in subsection GC 4.07,
,.J~pnbacto.'s Right to Correct a Default, or subsequenlly agreed upon, the Owner, without prejudice to
.8!'Y other right or remedy the OWner may have, may correct such default and deduct the cost thereof,
as certified by the Contract Administrator, from any payment then or thereafter due to the Contractor.
GC 4.09
Tennination of Contractor's Right to Continue the Work
.01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.07,
Conlractor'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 ContracIor's right to continue the
Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner tenninates the CoIdrac;to(s right to continue with the Work in whole or in part, the Owner
wi! be entitled to,
a) take possession of the Working Atea or that portion of the Working Atea devoted to that part of the
Work lennlnated;
b) utilize the Equipment of the Contractor and any Material within the Working Atea which is intended
liD be incorporated Into the Work, the whole subject to the right of third parties;
c) withhokl further payments liD the Contractor with respect to the Worl< or the portion of the Worl<
withdrawn from the Contractor until the Worl< or poItion thereof withdrawn is compleled;
"'18
OP8~CoI"--"ConncI.SIIII._I_
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d) chaIge the co.lbaGlor the additional cost over the Contract price of completing the WOIk or portion
thereof wiIhdIawn from the eo....6CIOr. as certified by the Contract Administrator and any
additional c:ompansation paid to the Contract Admi ilob ..tv. for such addIIionaI service arising from
the c:orrecIicln of the default;
e) chaIge the co.......... a reasonable allowance. as determined by the Contract AdmlnistralDr. to
cover c:orrecIion to the WOIk performed by the Contraclor that may be required under subsection
GC 7.15. wananty;
f) charge the Contractor for any damages the Owner may have sustained as a result of the default;
and
g) charge the Contractor the amount by whic:ll the cost of c:orreclions to the WOIk under subsection
'GC 7.15. Warranty. exceeds the allowance provided for such c:orrecIions.
GC 4.10
final payment to Contrac:toI
.01 If the Owner's cost toc:orrect and compIetetheWOlkin.whole or in part is ,less than the amount
withheld from the (;()jdlaclDrunder subsedion'GC4.09: Terminalion.of.,,~s Right to
Continue the Work; the Ownerwil pay the'balanoe to1l1tJeo.tb...Au.associn'. the final accounting
for the Conlracl is complete.
GC4.11
TennInation of the c....b6Cl
.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.termi _ the Contract by gMngwrillen notice of ter'rJlinalion to the
ContracIor. the Surety and 'any 1nJstee'orrec:et_ acting 011 behalf of-the Co.diacta's estate or
crediIDrs.
.02 If the OWner eIecIs to terminate the Conlracl the OWner win provide the ContracIor and the trustee or
receiver with a complete 8CCClUIIting to the dale of tenninaIion.
GC4.12
ContInuatIon of Contractor's Obligations
.01 The c...............s. obligation under the Conlract as to quality; CXlmICtion and W$lT8IlIy of the Work
performed prior to the time of termination of the Conlract or terminaIion of the COhllaclor'Sright to
continue with the WOlle in whole or in part shall continue to be in force after such termination.
GC4.13
Use ofPerfom_ Bond
.01 If the Contraclor is in default of the Contract and the co..hacb 'has' provided-a Performance Bond.
the provisions of this SecIlon shaD be exercised'in accordaIlCe with the 1XlIld1liOns of the P8rf0rmance
80nl:l.--
OPS ~ CoIIIIlIa..IllC01nct.II~.........'M
... ,.
GC 5.01
SECTION GC 5.0 - MATERIAL
Supply of Material
.01 AU Material necesSlllY for the proper completion of the WClIk, except that listed as being supplied by
the Owner, shaD be supplied by the Conlraclor. The Conllacl price for the appropriate tender items
shall be deemed to include full compensation for the supply of such Material.
GC5.oZ
Quality of Material
.01 All Material suppled by the Contractor shall be new or unless otherwise specified in the Contract
Documents.
.02 Material supplied by the Contractor shall oonfonn to the requirements of the Contract.
.03 As specified or as requested by the Contract AdminislJator. the CoI,baca..' shaD make available for
>~spection or testing a sample of any MateriaJ to be supplied by the CUllb ....M.,
,~
.04 ,The Contractor shaD obtain for the CoI,b ....t Administrator the right to enter upon the premises of the
Material manufacturer or supplier to cany out such inSpection, sampling and testing as specified or a
. requested by the Contract Administrator.
.05 The Contractor shaD notify the Contract Adminisb..to. of the soun:es of supply sufficiently in advance
'. of the Material shipping dates to enable the Contract Administrator to perform the required inspection,
. sampling and testing.
.06 The Owner will not be responsible for any delays to the Co.oli....tur's operations where the Contractor
fails to give sufficient advance notice to the Conllacl Administrator to enable the Contract
AdminMl..b.K to cany out the required inspection, sampling and testing before the scheduled shipping
date.
.07 The Contractor shall not change the source of supply of any Material without the written authorization
of the Contract Administrator.
.08 Material which is not specified shan be of a quality best suited to the purpose required and the use of
such Material shaD be subject to the approval of the ContractAdmilioib..b.K.
GC 5~ Rejected Material
.:,....- ,
.01 ~ected Material shaD be removed from the Working Area expeditiously after the notification to that
~ from the Contract Administrator. Where the CoI.b...... falls 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 ConIIacl Administrator considers to be the most appropriate manner and the
Contractor shall pay the costs of disposal and the appropriate overhead charges.
GC 5.04
Substitutions
.01 Where the specifications require the Coub....tu. to supply a Material designated by a trade or other
name, the Tender shaD be based only upon supply of the Material so designated, which shall be
regarded as the standard of quaiIy required by the specification. After the acceptance of the Tender,
the Contractor may apply to the Contract Administrator to substitute another Material identified by a
different trade or other name for the Material designated as aforesaid. The application shall be in
writing and shall state the price for the proposed substitute Material designated as aforesaid. and
such other information as the Contract Admlnisb ..to. may requie.
P8ge 20
OPS ~ CooIlllloo.lIl Contract. SepIember 19119
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.02 Rulings on a proposed substilulion wit not be made prior to the aooeplance of the Tender.
SubstilutionS shall not be made without the prior approval of the Contract AdminisIl...... The
approval or rejection of a proposed substitution will be made at the discrelion of the Contract
Administrator.
.03 'If the proposed subslilution is approved by the Contract Admirlillll......... the CoIItl acIof' shaD be enliUed
to the firsl $1000 of the aggIeg8te saving in cost by reason of such subslilutiQn and to 50% of any
addilional saving in cost in excess of such $1000. Each such approval shaD be conveyed to the
, . COlllractor in writing or by issuance of a ee.lifiCllte of Equality on the Owner's .slandard form of
"Ceftificalion of EqualIty". and. if any adjuslment to the' Contract price'is made by reason of such
subslilulion a Change Order shall be issued as well
GC 5.05
GC 5.os.o1
OWner Supplied Material
Ordering of Excea MaterIal
.01 Where Material is supplied by the OWner and where this MatedaI,1soORleledctly the Conlrac:torin
excess of the amount specified to complete the Work;.:.suchoextUl.Ml1lerial shall become the
prOperty of the Co"baclot on completion of the Work and shall be charged to the COlllractor al cost
plus appflCable overheads.
GC 5.os.02
Care of Material
,01 .TheConlractor shaD. in advance of receipt of shipments of MallIriahupplied by the OWner, provide
, adequate and proper storage facirdies acceplable to the ContractAclrninllltl........ and on the rec:eiptof
such Material shall promptly place it in storage except where it is to be lncorporatedfolthwith into the
Work.
.02 The Conlractor shall be responsible for acceptallce 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 conlnlI of the Co"ba<.b... it shall be replaced or repaired by the Co.41...... al no eJlP8I1S8 to
the Owner. and to the satisfaction of the Contract Admiuilitl........ If such Material is rejecledby the
Contract Administrator for reasons which are not the fault of the.Co.dllllCb it shall remain in the care
and at the risk of the Cuilb....tv. until its dispositiQh has been determined by the Contract
Administrator.
.03 Where MateriaJ supplied by the Owner anives at the delivery point in a damaged oonditionor where
there are discrepancies between the qU811t1ti_ reoei\1ed'and1he:qu&.Uliushown on the bills of
lading, the Cotdlactor shall immediately report such damage or discrepllllcles to the Contract
Administrator who shall arrange for an-irnnlediIdelnspection .,of.:the.Jshlpalllllt and provide the
Contractor with a wriIIen releSlM from responsibility for such damage or'~. 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 shaft be made good by the COull....tv. at no extra cost to
the Owner.
.04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the
Contractor and such Material shall be at the risk of the Conbactol after taking delivery. Such Material
shall not. except with the wriIIen permission of the Contract Administrator. be used by the Conlrac:tor
for purposes other than the performance of the Work under the Contract.
.05 Empty reels. crates. containers and other type of packaging from Malerialsupplied by the Owner
shall become the property of the Conlractor when they are no longer requied for their original
purpose and shall be dispceed of by the Cot ItractoI' unless otherwise specified in the Contract
Documents.
OPS Genoqj CoIlfll1,na" COlIlNCl- .'.11 ...... 1189
... 21
.06 The Contraclor shan provide the Contract Adminislratllr, immedialeIy upon receipt of each shipment,
copies of bins 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 Conlract 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 Older when the Contractor took charge
of it and any damage or deficiencies reported thereafter sha8 be made good by the Contractor at no
extra cost to the Owner.
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PIoge 22
OPS o.-at Calldllo...", ConlNcI.......- 1899
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GC 6.01
SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
PlotectIon of Work, Persons and Property
.01 The Contractor, \he contractor's agents and aD workers employed by or under the control of the
Contractor. including Subcontraclols, shall protect the Work, persons and property from damage or
injwy. and shal be responsible for all losses and damage which may arise as \he result of the
Contrac:lor's operations under \he Contract unless indicated to the contrary below.
.02 The Contractor is IeSpOIISibIe for \he fun cost of any neeessary temporary provisions and the
restoration of aD damage where \he Contractor damages the Wort< or property in \he perfonnance of
\he Contract. If \he Conlraclor is not responsible for the damage that occurs to the Work or property
the Conlraclor shaD restore such damage, and such work shaD be adrninisteled &CCOldillg to these
General Conditions.
.03 The Conlraclor shaD immediately informthe.COntract Administrator of alt-clamage and injuries which
occur during \he teRn of \he Contract
.04 The Conlraclor shaD not be responsible for loss and damage that occurs as a result of.
a) war;
b) bbckades and civil c:ommolions;
c) enors in the Contract Documents; or
d) acts or omissions of the OWner, \he Contract Administrator, their agents and ~, or.others
not under \he control of \he Conlraclor, but within the Working Nea with \he Owner's permission.
.05 The Conlraclor and his Surety or SUreties. shan not be released from any teRn or provision of any
responsibility, obligation or liabifdy under \he Contract or waive or impair any of \he righls of the
Owner except by a release duly executed by the Owner.
GC 6.02
Indenmlflcation
.01 The Conllador shaD indemnify and hold harmless \he OWner and \he Contract Administrator, their
agents, officers and employees from and against all claims, demands, losses, expenses,. costs,
damages, actions, suits or proceedings by third parties, hereinafter caDed "claims", directly or
indireclly arising or aleged to arise out of the performance of or \he failure to perform \he Work,
provided such claims are,
a) atlributable to bodily injury, sickness, disease. or desth or to damage to or destruction of langible
property;
b) caused by negligent acts or omissions Of \he;Contractor or anyone.for;whose acts \he Contractor
may be liable; and
c) made in writing within a period of 6 years from the date of Subslanliat-Performance of the Wort< as
set out in.\he CerUficale of SUbstanlial Performance of \he Work or, where so specified in the
Contract from the date of certific;ation of Final Acceptance.
.02 The Contractor shall indemnify and hold harmless \he OWner from all and f!Nery claim for damages,
royalties or fees for \he infringement of any patented invention or copyright occasioned by the
Contractor in connection with \he Work performed or Material furnished by \he ec.. III actor under the
Contract
.03 The OWner expressly waives \he right to indemnity for claims other than those stated above in
paragraphs GC 6.02.01 and GC 6.02.02.
.04 The Owner shaIIlndemilify and hold harmless the Contractor, his agents, officers and employees
from and against aU claims, demands, losses, expenses, cOsts, damages, actions, suits, or
proceedings arising out of \he eo. Ib actor's performance of the Contract which are attributable to a
lack of or defect in tilIe or an aIeged lack of or defect In tilIe to the Working Area.
OPS o.n..I CondilIona aI~,"",_lll99
Page 23
.05 The ContractDr expressly waives the right to indemnity for claims olher than those stated above in
paragraph GC 6.02.04.
GC 6.G3
GC 6.G3.o1
Contractor's Insurance
General
.01 Without restricting the genenllity of subsection GC 6.02. Indemnlfication, the ContractDr shall provide,
maintain and pay for the insurance coverages Iisled under c1allses GC 6.03.02 and GC 6.03.03.
Insurance coverage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when so
specified in the Contract Documents.
GC 6.03.02
General liability Insurance
.01 General liability insurance shaH be in the name of the COnb acloI, with the OWner and the Contract
. ~ named es additional insureds, with limits of not less than 5 milflon:dollars inclusive per
".~ for bodily injury, death, and damage to property including loss of..use thereof, with a
.~ damage deductible of not !TlClAI than $5000. The form of this inSurance shan be the
I~ Bureau of Canada Form IBC 2100, dated 8-87. .
.02 ; Another form of Insurance equal to or better than that required in IBC Fonn 2100 may be used,
provided an the requiremenls Iisled in the Conlract are included. Approval of this insurance wiH be
oondilional upon the eo. dl~ oblainIng the services of an insurer licensed to underwrlte insurance
in the Province of 0n1ari0 and oblaIning the insurer's cefliIicalt of equivalency to the required
Insurance.
.03 The insurance shaH be maintained continuously from the COI/l1.1el1Cet1lellt of the YVork untl12 months
following the date of SUbstantial Perionnance of the Work, es set out in the Cartificat& of Substantial
Performance of the Work, or until the Final Acceplance CeItifiGale Is Issued, whichever Is later, and
with respect to completed operations coverage for a period of not less than 24 months from the date
of FII18I Ac:ceptar.ce of the YVork es set out in the Final Acceptallce CerllIicale, and thereafter to be
mail,laiooad for a ful1her period of 4 years.
.04, The Cu.lb....a.. shal submit annuaRy to the Owner. proof of continl.l8llon of the completed operations
coverage and if the ec.. dlacto. fails to do so, the Imilalion period for claiming indemnity described in
paragraph GC 6.02.01 c), will not be binding on the OWner.
.05 SbouId the Contractor decide not to employ Subcol,baclors for operations requiring the use of
el!Prosives for blasting, or pile driving or caisson work, or removal or weakening Of support Of property
~.ing or land, IBC Form 2100 es required shal include the appropriate endorsements.
"tt..-.r.
.06 The policies shaI be endorsed to provide the Owner with not less than 30 Days' written notice in
advance of cancellation, change or amendment restricting coverage.
.07 .CIaims Made. insurance policies wiD !lOt be pennilled.
GC 6.03.03
AutomobUe UablIlty Insurance
.01 AuIllmobIIe lability insurance in respect of licensed vehicles shall have f1mils of not less than 5 mlIion
dollars. inclusive per occurrence for bodily injury, death and damage to property, in the following forms
elldor&edto provide the Owner with not less than 30 Days' written notice in advance of any
calfc fillion, change or amelldmellt restricting coverage:
a) 8landard non-owned autohlOblle poley including standard .....iba..hlalllabllty endorsement, and
b) SlllIndard owner's form lIUtomobIe policy providing It*d party lability and accident benefits
inluwlce and covering Iioensed vehicles owned or Clt-1l d by the ConlraclDr.
Peoe 24
OPSo.w.ICllI1lill'I)j.d~-1IIpll._189l1
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GC 6.03.Cl4
Aircraft and Watercraft Liability Insurance
.01 Airaaft and walelaall Hability insurance with respect to owned 0/" non-owned aiR:rall and watercraft if
used directly 0/" indireclly in the penormallce of the Work, including use of additional premises, shall
be subject to lirriils of not less than 5 milion dollars inclusive per occummce for bodily injury, death,
and damage to property including loss of use thereof, and Iimils of. not less than 5 mllrron dollars for
aircraft passenger hazard. . Such Insurance shan be in a form acceptable to the Owner. The policies
shaD be endorsed to provide the Owner with not less than 30 Days' written notice in advance of
cancellation, change 0/" amendment restricting coverage.
GC 6.03.os
GC 6.C13.o5.01
Property and Boller Insurance
P,..,..,ny Insurance
. .01 . AD risks property insurance shaD be in the name of the .COI~,withJbe..Owner,and the Contract
Administrator named as additional insureds,insuringnot..Iess,tI1an;.the:sum..ofthe .amount of the
Contract price and the. full value, as may..be stated in .the.,Supplemeolal.GeneraLConditions, of
Material that Is specified to be provided by'the'Owner;for~.incOIpo.ation:lntothe Work, with a
deductible not exceecfll19 1 % of the amount insured at the site of the Wor1c. ThIs instnnce shaD be in
.. a form acceplable to the Owner and wi be maintained continuously unbl .10 Daysafter' the date of
Fmal Acceptance of the Work, as set out in the Final Acceptance Cerlilicate.
GC 6.o3.os.02
Boller Insurance
'.01 "Boiler insurance insuring the intenests of the Contractor. the Owner and the Contract Administrator for
not less than the replacement value of boilers and pressure vessels forming pert of the Work, shall be
in a form acceptable to the Owner. This insuranceshal be llIaihlained continuously from
commencement of use 0/" operation of the property insured until 10 Days after' the date of Final
Acceptance of the Work, as set out in the Final Acceptance Certific;ate.
GC 6.03.os.03 .
Use and Occupancy of the Work'Priorto CompletIon
.01 Should the Owner wish to use 0/" occupy pert 0/" aD of the Work prior,toSubslalltial Performallce. the
OWner will' give 30 'Days' written notice to the .Co.,b...Au. of the Intended purpose and extent of such
use 0/" occupancy. Prior to such use 0/" occupancy the Contractor shall nolIfy the OWner in writing of
the ad<fdional premium cost, if any, to maintain property and boiler Insurance, which shall be at the
OWner's expense. If because of such use 0/" occupancy the Co. ,b....h.. Is unable to provide
coverage, the OWner upon written notice from the.Cu..b...Au. 'and..prIor:-Jo:sucb:use 0/". occupancy
shall provide,' maintain and pay for property andboilerinslnllCeinsuring.thli.fullvaIue of the Work,
including coverage for such use 0/" occupancy, and shaD. provide the -Conlmclor with proof of such
insurance. . The COI0tract0r shall refund to the OWner the uneamedpremiums applicable to the
Contractor's policie& upon termination of coverage.
.02 The policies shall provide that, in the event of a loss 0/" damage, payment shall be made to the OWner
and the Cor,baclo( as their respective inleresls 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 0/" damage
payment with the insurers. When the extent of the loss 0/" damage Is determined the Cor,bactor shan
proceed to restore the Wor1c. Loss 0/" damage shall not affect the righls and obligalIons of either party
under the Contract exoapt that the Contractor shall be entitled to such reascli'lable extension of
Contract Tnne relative to the extent of the loss 0/" damage as the Contract Administrator may decide
in consullatlon with the Contractor.
OPS Gener8I CooIdllllwl6 01 ~. t 1,1 ob.. 18911
PlIge 26
GC 6.03 05.04
Payment for a.- or Damage
.01 The Contractor shaD be entilIed to receive from the Owner, in addition to the amount due under the
Conlract, the amount at which the Owner's interest in restoIalion of the Work has been appraised,
such amount to be paid as the restoration of the Work proceeds and in accordance with the
requirements of Section GC 8.0. Measurement and Payment. In addllion the Coub....tur shall be
entilIed to receive from the payments made by the insurels the amount of the Contractor's interest in
the restoration of the Work.
.02 The Contractor shan be responsible for deductible amounts under the porlCies except where such
amounts may be excluded from the Contractor's responsiblllty by the terms of lI1is Contract.
.03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or
others, lI1e Owner shaD pay the eo. .......... the cost of restoring the Work as the restoration of the
Work proceeds and in accordanc:e with the requirements of Section GC 8.0, Measurement and
Payment
GC 6.03.G6
Contrac:tDr's equipment ..._
.01 An risks Col.bcllJui's equipment insuIance covering construction machineIy and equipment used by
the Contractor for the performance of the Work, incI\Idlng boiler insunInce on temporary boilers and
pressure vessels. shaD be in a fonn acceplableto the Owner and shaI not allow subrogation claims
by the insurer against the Owner. The poIcies shaI be endorsed to provIcle the Ownerwilh not less
lI1an 30 Days' wrilIen notice in advance of Gahcelllllion, change or amendment reslnding coverage
Subject to salisf.u...y proof of till8nC1a1 GaI.abilily by the Coub...tu. for self-insurance of the
CUlIb.....tul's Equipment, the Owner agrees lD waive the equipment insInnce requirement, and for
the purpose of this Contract. the Col,b ac:lDr shaD be deemed to be insured. This policy shaD be
amei1ded to provide permission for the CollbO!lGlDr to grant.prior releases with respect to damage to
lhe eo..b.....tvl's Equipment
GC 6.03.07
~ Requirements and Duration
.01 Unless specified otherwise the duration of each insurance policy shan be from the date of
comrnencement of the Work until 10 Days after lhe date of final Acceplance of the Work, as set out
in the 1="11181 Acceptance Certilicate.
.02 The Contractor shaI provide lhe Owner. on a fonn ac:ceptable to the Owner. proof of insUIance prior
to conmencement of the Work, and signed by an officer of lhe ConbaclDr and eilI1er the undl!lWliter
or lhe broker.
.03 The Conb ador shaI. on request. promptly provIcle the Owner with a certified true copy of each
insurance policy exclusive of infonnalion pertaining to premium or premium bases used by the insurer
to detennine lhe cost of the insurance. The certified true copy shan include a signature by an officer
of the Contraclor and in addlIion. a signature by an officer of the insurer or lhe undelwriter or the
broker.
.04 Whele a policy is renewed lhe Contractor shaI provide lhe Owner. on a fonn aoceptable to the
Owner, renewed proof of insurance immediately foIowIng completion of renewal.
.05 Unless spedfied otherwise the Co..Cotkw" shal be I8SpOIl8ibIa for the payment of deduclible amounts
under the pollcles.
.06 If lhe Col,bacll..' falls to plOVide or maintain insurance as required in subsection GC 6.03.
ConlnIclor's Insurance, or eIsewt1ere in the Contract Documents, then the Owner will have the right to
provide and maintain such insurance and give evidence thereof to lhe Contrador. The Owner's cost
thereof shan be payable by the CUlIll...tol to the Owner on demand.
'"- 2lI
OPSGener8lCr"'1 ..ofCoNnlca.Sec*<."" ltll18
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.07 If the Contractor fails to pay the cost of the insurance placed by the Owner within 30 Days of the date
on which the OWner made a tonnal demand for reimbursement of such costs the Owner may deduct
the costs thereof from monies which are due or may become due \10 the Contractor.
GC 6.04
Bonding
.01 The Contractor shan provide the Owner with the surety bonds in the amount required by the tender
documents.
~02. Such bonds shall be issued bya duly licensed surety company authorized to transact a business of
suretyship in the Province of Ontario and shan be maintained in good standing until the fulfilment of
the Contract
CPS 0entrII Colldlllol. 01 CcnnIct. SelllM.1beo ll1ll8
P8ge 27
SECTION GC 7.0 - CONTRACTOR'S RESPONSIBIUTES AND CONTROL OF THE WORK
GC 7.01
General
.01 The Contractor warrants that the site of the Work has been visited during the preparation of the
Tender and the character of the Work and all local conditions which may affect the performence of
the Work are known.
.02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the
. Contractor has reoeived a written Older to commence the Work, signed by the Contract Administrator.
.03 The Contractor shaH have complete control of the Work and shaH effectively direct and supervise the
Work so as to ensure oonfonnlty 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 Wolle.
'm-;.. .
.04 The Contractor shall have the sole responsibility for the design, erection, operation,maintenance and
, .~ 01 temporary struclures and other temporary facilities and the design and execution of
",cOnstruction methods required in their use.
.05 'Notwithslanding paragraph GC 7.01.04, where the Contract Documents include designs for
temporary struclures and other temporary faciIilies or specify a method of construction in whole or
part. such facilities and methods shal be considered to be part of the design of the Work, and the
Conbactor shall not, be held responsible for that part of the design or the specified method of
oonsbuction. The Cot,bactor shaI, however. be responsible for the execution of such design or
specified method of construction in the same manner that the Contractor is respon$lble for the
execution of the Work.
.06 The Contractor shall execute the terms of the Contract in sbict oompIiance with the requirements of
the Occupational Health and Safely Act, R.S.O. 1990. c.O.1 (the "Act") and Ontario Regulation
213191 (which regulates ConsbuclIon Projecls) and any other regulations under the Act (the
"Regulalionsj which may affect the performance of the Work, as the "oonstruclOI" or "employer". as
defined by the Act, as the case may be. The Coo,b actor shall ensure that
a) worker safely is given first priority in planning, pricing and performing the Work;
b) its oIfic:ers and supervisory employees have a wor1dng knowledge of the duties of a "consbuctor"
and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work,
and a personal commilment to comply with them;
c)- a copy of the most current version of the Act and the Regulations are avaUable at the Contractor's
..office within the Working Area, or, In the absence of an office, in the possession of the supervisor
, :';,responsible for the pert'ormance of the Work; ,
,d):'wortcers employed to carTy out the Work possess the knowledge, skills and protective devices
"requlred by law or reconvnended for use by a recognized industry 8lIsoc:iation 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 Subcollb actots and their employees are properly protected from injury while they are at the
work place.
.07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy
and program at the pre-start meeting, and shaI respond promplly to requests from the OWner for
confirmation that its methods and procedures for carrying out the Work comply with the Act and
Regulations. The Contraclor shall cooperate with representalivas of the Owner and inspectors
appointed to enforce the Act and the Regulations in any investigations of worker health and safely in
the performance of the Work. The Cot.bactor shall indemnify and save the Owner harmless from any
additional expense which the OWner may incur to have the Work performed as a result of the
Contraclor's failure to comply with the requirements of the Act and the Regulations.
.... 21
OPS ~ CoIl111lll1l1U:OI_- Sepleo,lber 1999
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.08 Prior to oommencement of the Work the COlltraclDr shall provide to the Contract Administrator a list of
those products controtIed under the WorkpIaoe Hazardous Materials Information System or WHMIS,
which the ec" ,bed,,{ expects to use on the Conlrac:l Related Materials Safety 0aIa Sheets shall
accompany the submission. AI containers used in the application of products controlled under
WHMIS shall be labelled. The Contractor shall notify the Contractor Administrator of changes in
writing and provide relevant Material Safety 0aIa Sheets.
.09 The Contractor shaH have an authorized representative on the site while any work is being performed,
to acl for or on the 'Contractor's behalf. Prior to commencement of construction, the Contractor shall
, notify the Contract Administrator of the names;- addIesses.. positions and telephone numbers of.the
Contracto(s representatives who can be contacted at any lime to deal with matters relating to the
Contract.
.10 The ec"dlactot'shal,.at no' additional oosttotheOwner.fumish aI reasonable aid. facilities and
'assistance'required by the Contract Administralorfor the:proper inspeclionand examination of the
Work or the taking of measurements forthepurpose.ofipayment . ..',
.11 The Contractor shall prepare. and update as required, aconslruclionschedutEtlndicalillg the timing of
the'majorliiil critical activities of the Work. ' The schedule'shaH be, designed to ensure confOrmity
with the specified Contract Trme. The schedutEt shall be submitted to the Contract Adll)inistrator
wilhln 14 Days from the date of the Contract award.
.12 Where the Contractor finds any error, inconsistency, or omission reIaIing to the Contract, the
"ContractorshaH promplIy.report itto the Contract Administrator and shall not proceed wilhthe activity
affected until receivingdireclion from the Contract Administrator.
.13 The Contractor shall arrange with the appropI late utility authorities for the stake out of aU
underground utilities and service connections which may be affected by the Work. The Conbactor
shall be responsible for any damage done to the underground utifilies by the Conlractor's forces
during oonstruclion if the stake out locations are withinlhe toteranoes given in' paragraph GC
2.01.01a).
GC 7.02
Layout
.01 Prior to commencement of oonstruclion, the Contract Administrator and theContraclDr will locate on
site those property bars, baselines and benchmarks which are necessary to delineate the Working
Area and to lay out the Work. all as shown on the Contract DrawIngs.
.02 The Contractor shall be responsible forthepreservalion of a1lproperty'bani; while the Wort< is in
progress, except those property bars which must be removed to.faciJitaIe'.Jhe Work. Any other
property bars distiIrbed. damaged or removed by the Contractor's operalionsshal be replaced by an
Ontario Land SUrveyor, at the Contraclor's expense.
.03 At. no extra cost to the Owner,the ec",bactor shall provide the Contract Admirlilobcdur 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 persClI'ilet to lay out and establish aU lines and grades
necessary for oonstrucIion. The Contractor shall notify the Contract Administrator of any layout work
carried out. so that the same may be checked by the Contract Administrator.
.05 The Contractor shall install and maintain substantial alignment martcers and secondary benchmarks
as may be required for the proper execution of the Work. The Col,b acto. shall supply one copy of all
alignment and grade sheets \0 the Contract Administrator. '
OPS GennlCol_ ofCanncl., L.I .w t_
"- 29
.06 The Contlacll:lo shIIII -.me fuI responsibility for alignment, elevations and dimensions of each and
aU paris of the Work, reganlIess of whether the Contractor's layout work has ben checked by the
Contract Adminislralor.
.07 All stakes, marks and reference points provided by the Contract Adminislralor shall be carefully
preseIVed by the Contraclor. In the case of their destnlction 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 ConlracIoI's expense.
.....-.:
GC'7.03
Damage by Vel1lc:1es or OIlIer Equipment
.01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be,
done to any Roadway or any improvement thenlon, outside the Working Area, by the Contractor's
. vehicles or other equipment, whether licensed or unlicensed equipment, the CoI"l~ shaH, on the
d~ of the Contract AdminIstrator, and at no extra cost to the OwneI:, make changes or
,$jibslilutions for such vehicles or equipment, and shaH alter loadings, or in some other manner,
'r8lnove the cause of such damage to the satisfac;tion of the Contract Admlnislralor.
'....
GC 7.G4
I('x( III Loading of MotorVehIcIes
.01 "Where a vehicle is hauling Material for use on the Work, in whole or In part upon a Highway, and
where motor vehicle regh.1idliuol is required for such vehicle, the ec...bcaL shaI1 not cause or pennit
such vehicle to be loaded beyond the IegaIIlmIt epecified In the Highway TI8iIic Act. R.S.O. 1990,
c.H.8, as amended, whether such vehicle is reyill red In the name of the Contractor or otherwise,
"8xcept where there are designaled areas within the WOrking Area where overloacflllg is permitted.
The CQllb....tur shaD bear the onus of weighing disputed loads.
GC 7.05
Condition of the WorIdng Area
.01 The COllb...-b shall maInlaIn the WOlIdng Area In a tidy condition and free from the 8CCI.I1lulation of
debris, other than that caused by the OWner or others.
GC 7.G6
MaIntainIng Roadways and Detours
.01 Where an existing Roadway is affec:ted by construction, It shaI1 be kept open to traffic, and the
Co.lb....k.o shaH, except as otherwise provided in this subsection, be responsible for provicfmg and
mainlalning for the dunIlion of the Work, a road through the Working Area, whether along an exIslIng
Hignway. including the road under construclion, or on detours within or adjaoent to the Highway. In
accortIance with the MUTeD.
.02~Contractor shaD not be required to maintain a road through the Working Area until such time as
the Contractor has cornmenced operations or during snsonaJ 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 snowpIowIng.
.03 Where localized and separated sections of the Highway only are affec:ted by the Contractor's
operations. the Contractor wiI not be required to mainlaln Intervening sections of the Highway until
such limes as these sections are IoclJIled within the limits of the Highway affected by the Contractor's
general operations under the Contract
.04 Where the Contract Documents provide for or the Contract Admlnistrator requires detours at specific
locations. payment for the construclion of the detours, and If requhd. for the subsequent removal of
the detours. will be made al the Contract prices appropri8te to such work.
"- 30
0P8 GeneNI CclldIo.. at CanneI- SI~1 ...... 18
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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 win include any detour constructed in
accardance with the Contract Documents or required by the Contract Adminislrator. Compensation
for an labour. equipment and materials to do this woIk shall be at the Contract prices appropriate to
the work and, where there are no such prices, at negotiated prices. Notwithstanding the foregoing,
the cost of blading required to maintain the surface of such roads and detours shall be deemed to be
included in the prices bid for the various tender items and no addItlonaI payment win be made.
'.06 'Where work underthe'Contract is discontinued for any extended period including seasonal shutdown,
'the Contractor shall. when directed by the Contract Administrator. open and place the' Roadway and
detours in a passable. safe and satisfaclory condition for public travel
.07 Where the Contractor construcIs a detour which is not specifically provided for in the Contract
Doculnents; or required by the ConlraCtAdmlnistrator. the construcIion of the detour and. if required,
the subsequent removal shall be performed at the.Cu.'h.......,.s expense. , ,The detour shall be
constructed and maintained tostruCtui'lll"lII'IiI'geometricstarJdall:ls::;IppI:p~ by ,the Contract
'Administrator. Removal and silerestolationshalLbe perfonnecl:as~<lil,~ by the Contract
Administrator,
.08 ,Where, with the prior written approVal of the ContractAdminislrator, the Highway is closed and the
'traffic diverted entirely off the tfl!lhwayto any other tflghway. the eo.lllaGkli shall, at no extra cost to
the Owner.suppJy;erect and malnlaintraffic control devices in accordance with the MUTCO.
.09 Compliance with the foregoing provisions shall in no way relieVe the Contractor of obIigalionsunder
" subseCtionGC6.01;'ProtectioIl -of Work, Person$ and"Property. dealing, with the Couh....to(s
responsibility for damage claims, except for claims arising on sedioIlS of Highway within the Working
Area that are being maintained by others.
GC 7.07
Access to Properties Adjoining the Work and lliterruptlon of UtIlity
Services
.01 The ConIractor shan provide at allimes, and at no extra cost to the Owner.
a) adequate pedestrian and vehicular access; and
b) continuity of UliIlty seIVices
to properties adjoining the Working Area.
.02 The ConIractor shan provide at aI times and at no extra cost to the Owner access to fire hydranls,
and water and gas vaJves located in the Working Area.
.03 Where any interruptions in the supply ofUtilityselVices' are 'required. and ,are authorized by the
Contract Administrator. the Co.dlactorshall 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 Pennlls
,01 Except as specified in subsection GC 4.02. Approval and Permits. the Contractor shal obtain and pay
for any pennits, licenses.. and c:ertificates which at the date of tender closing. are required for the
perfornl8llCe of the Work,
.02 The eo..lraGlor shall arrange for all necessary inspections required by the approvals and permits
specified in paragraph GC 7.08.01,
OPS ~Col_.ofConlnlcl.S.pk ..... Il1llll
PIIge 31
GC 7.os
SUspensIon of Work
.01 The Contractor shaD, upon written notice from the Contract AdnWlistrator. GlSCOI\tinue or delay any or
aU of the Work and work shaD not be resumed until the Contract Administnltor so directs in writing.
Delays, in~ circumslanoes. will be administered according to subsection GC 3.08, Delays.
GC 7.10
Contrac:tor's RIght to Stop the Work or Tennlnate the Contract .
,.,
.01. If the Owner is adjudged banknJpt or makes a general assignment for the benefit of aeclitors because
"of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without
prejudice to any other right or remedy the ConlJactor may have, by giving the Owner or receiver or
trustee in bankruptcy written notice. fenninate the Contract. .
J _. . _;,. '"', .
.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 pubflC authority and provided that such order was not issued as the result of an act or fault of
. ,,~ Contracb' or of anyone direclIy employed or engaged by the Contractor"the Conttactor may,
.~ prejudice to any other right or remedy the ConlJactor may have. by giving the Owner written
~, tenninate the Contract.
.03 The ConlJactor may notify the OWner in writing, with a copy to the Contract AdmilJibb",tor, that the
Owner is in default of ......,b....tual obligations if.
a) the Contract Administrator falls to issue certilicalle$ in acconIaIlCe with the provisions of Section
GC 8.0, Measurement and Payment;
b) the Owner fails to pay the c...lh....tul". within 30 Days of the due dates identified in clause GC
. 8.02.03. Certification and Payment, the amounts c:er1Ified by the ConIract Admirlb.ll.m..' or within
30 Days of an award by an 81bibcllur or court; or
c) the OWner violates the requirements of the Conlracl
.04 The Contractor's written notice to the Owner shaD advise that if the default is not corrected in the 7
Days irmIediately following the receipt of the written notice the Coub IIlCh.o may, without prejudice to
any other right or remedy the eo..b~ may have, stop the WoIk or termIllllte the Conlracl
.05 If the Contractor terminates the Contract under the conditions set out in this subsection, the
Contractor shall be entIIIed to be paid for aft work performed according to the Contract Documents
and for any losses or damage as the COI,bactor. may Sl.IStUl as a result of the termInaIion of the
Conlracl
GC 7 ~11
NoIIc:es by the Contractor
.01 Before work is caniecI out which may affect the property or Operations of any Minisby or agency of
90vemment or any person, company. partnership or corporalioo, including a municipal corporation or
any board or commission thereof. and in addllion to such notices of the commencement of specified
operations as are prescribed elsewhere in the Contract Documents, the eo.,b actor shaD 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 affeded.
.02 In the case of damage to, or Interferenca with any utilities, pole lines, pipe lines, conduits, farm tiles,
or other public or privately owned works or property. the COhbactor shaD immediately notify the
Owner and the Contract Administrator of the location and deIaiIs of such dM1age or interference.
PIoe 32
OPSo.n..l CMIIIoll.af~. 8eplol._lll18
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GC 7.12
Obstructions
.01 Except as othelwise noted in these General Conditions, the COllb 4Cll)( 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 Conlraclor shall not make any claim against the Owner for
any loss, damage or expense occasioned thereby.
'.02 Where theobstJUctionis.a Utility or other man-made' object. the Cot.tractor shall not be required to.
assume 'the risks 'and responsibiIitie' arising out of such obstruc:tion. unless the location of the .
obstruction is shown on the plans or described in the speclficalions and the location so shown is
within the tolerance spedlied in paragraph GC 2.01.01 a). or unless the presence and location of the
obstruction has otherwise been made known to the Contractor or could have been determined by the
visual site investigation made by the -Contractor in accordance with these General Conditions.
.03 During the course of the Contract, it isthe'.Collb~s'responsi)iIity:tcU:onSllhvlth Utility companies
, ; or other appropriate authorities for further:infonnatlonin;regaai;to,theelCactJoi:idion ,of these Utilities.
to elCercise the ne<ssulYcanl in constructio!ropelatiolls,"snd'io1ake'SllCh-olherprecautions as are
necessalY to safegU8rd the Utility from damage.
GC7.13
UmltatiOll8 of Operations
.01 Except for such work as may be required by the Contract AdmhMdlorto mainteinthe Work in a safe
and satisfactory condition. the Contractor shaD not C8rIY on operations under the Contract on
Sundays without permission in writing from the Contract Administrator.
.02 The Contractor shaH cooperate with other COllb.....turs. Utility companies and the Owner and they
shaH be allowed access to their work or plant at all reasonable times.
GC7.14
, Cleaning Up Before Acceplance
.01 Upon attaining SubslanIial Performance of the Work, the Contractor shall remove surplus materials.
, tools. construction machinery and equipment not required for the performance of the remaining Work. "
The Contractor shal also remove all tempolalY works and debris other than that caused by the
Owner, or others and leave the Work and Working Area clean and sullable for occupancy by the
Owner unless otherwise specified.
.02 The Work shall not be deemed to have reached CompletiommtiltheContractor has removed surplus
materials, tools. construclion machinery and 'equipment The Cot Itrac;lor shaI also have removed
debris. other than that caused by the Owner, or others. ' -
GC 7.15
Warranty
.01 The Contractor shal be responsible for the proper performance of the Work only to the extent that the
design and specifications pennit such performance.
.02 Subject to the previous paragraph the Contractor shall correct prompUy. at no additional cost to the
Owner, defects or deficiencies in the Work which appear.
a) prior to and during the period of 12 months from the date of Substantial Performance of the Work.
as set out in the Certificate of Substantial PertonnalIOe of the Work.
b) where the work is completed after the date of Substantial Perfonnsnce. 12 months after
Completion of the Work,
e) where there is no Celtilicale of Substantial Performance. 12 months from the dale of Completion
of the Work as set out in the Completion Certificate, or
OPS~CoI_of~.&eploI."",,_
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d) suclllonger periods as may be specified for cedaln Materials or some of the Walk.
The Con\laCt Administrator will promptly give the Collb aclDr wrilIen notice of observed defects or
defic:iencies.
.03 The Con\IaCtor shaH correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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OPS o.nor.r CooICllllclM cI ContnlCt. '.~I 1_1lllll1
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01
Measurement
GC 8.01.01
QuantIties
.01 The Contract Admhd$bator will make an estimate once a month, in writing, of the quantity of Work
performed. The first estimate will be the quantity of Work performed since the Contractor
commenced the Contract, 'and every subsequent'estimate; except the final one, will be of the quantity
of Work performed since the preceding estimate was made. The Contract Administrator will provide
the copy of each estimate to the Contraclor within 10 Days of the Cut-Off Date.
, '.02 ' Such quantities for progresspaymenls shall be construed and held to approximate. ,The final
" quantities forthe issuance of the Completion Certificate shall be' based on the measurement of Work
, comple\ed.
.03 MeasUrement of the quantities of theWorlc perfoImed"wiD be'eilher:by~AcluaI Measurement or by
Plan Quantity p1;.1CipIes as indicatecl inthe'CoIilract:-Adjusbdel'lls.tmPJanoQuantity measurements
will normally be made using Plan Quantity principles but may,where' approixiate, be made using
Actual Measurements. Those items ideiItified on 1heTenderby tI1enotation (P) in the unit column
. shall be paid acoordingto the 'Plan Quantity. Items where thenotalion (P) does not occur shaD be '
paid according to AcluaI Measurement.
GC 8.01.02
Variations in Tender Quantities
.01 Where II appears that the quantity of Work to be done 'and/or Malarial to be supplied by the
COllllactol under a unit price lIender iIem wiI exceed or be less than the lIender quantity, the
Cu..b.duo shall proceed to do the Work and/or supply the Material required to complete the tender
item and paymel'll wiD be made for the aclual 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 Ilemwhere the quantity of Work perfonned and/or MaIeriaI supplied by the
Contraclor EOO:eeCIs the tender quantity by more than 15%, eilherparty to the Coo.b...... may make
a written request to the other partytonegotiale a revised unit price for that portion of the Work
peIformed and/or'MateriaI supplied which exceeds 115% of the tender quantity; The negotiation
shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based
on the reasonable cost of doing the Work and/or supplying the Material under the tender iIem plus
a reasonabfe aIowance for profit and applicable overhead.
b) 'In the case of a Major Item where the 'quantily'of'Workperfolmed 'andlor'MateriaI supplied by the
ConIrador is less than 85% of the tender quantity, the Cot,bacto. may make a written request to
negotiate for the portion of the aclual;overheads'and, fixed;COSts, applicable to the amoul'll of the
undenun in excess of 15% of the tender quantity; For purposesoflhe'negoliation, the overheads
and fixed costs 'appflC8ble to the iIem are deemed to' have' been pronIted unifonnly over 100% of
the lIender quantity for the item. OVerhead costs shall be CO! ofllTlaed by a statement certified by the
Contractor's senior financial officer or auditor and may be audited by the OWner. AJtematively,
where both parties agree, an allowance equal to 10% of the' unil price on the amount of the
undenun in excess of 15% of the tender quantity wiD be paid.
Written requests for compensation must be received no later than 60 Days after the issuance of the
Complelion Certificate.
GC 8.02
GC 8.02.01
PllJlll8llt
PrIce for Work
.01 Prices for the Work shall be fuR compensation for all labour, Equipment and Material required in lis
performance. The term "all labour, Equipmel'll and Maleriar shaD include Hand Tools, supplies and
other lncidel'llals.
OPS General eo._. "'~ - Sepml._l899
Page 35
.02 Payment for work not specifically detailed as part of any one Item and without specified details of
payment win be deemed to be included in the iiams with which It is associated.
GC 8.02.02
Advance payments for MaterIal
.01 The OWner win make advance payments for Material intended for incorporation in the Work upon the
written request of the Contractor and according to the following terms and conditions:
a) The Co"b....tur shaD, in advance of receipt of the shipment of the Material, arrange for adequate
and proper stllrage facilities and notify the Contract AdminlstralDr of their locations.
b) The value of aggregates, prcK U S! ~ and stockpiled, shall be ass as sed by the following procedure:
i. Sources Other Than Commercial
(1) ~ranular 'A', 'B' and 'M' shall be assessed at the rate of 60% of the Contract price.
(2) Coarse and fine aggregates for hot mix asphaIIic concrete, surface treatment and Portland
cement concrete shall be 'Hused at the rate of 25% of the Contract price for each
aggregate stockpiled.
r. . Commercial Sourt:es
.. Payment for separated coarse and fine aggnsgates win be considered at ~ above rate when
..';F" such nl8lelials are stockpiled at 8 ..o.,.._daI8C1l1Rl1l where further prcK I S I blQ Is to be carried
out before iftCOl1lOl8llng such materials into a final product. AdvanCe paymeI .Is for other
materials 10- AIM at a commelcial 8CIlIRlIl wII not be made.
. c) Payment for aft other nl8lelials, unless otherwlse specified elsewhere in the Conlract, shan be
based on the irMlice price, and the Collbacto. shall submit proof of cost to the Contract
Administrator before payment can be made by the Owner.
d) The payment for an Materials shall be pro.tlb.d against the appIopIiate tender Item by paying for
sufficient units of the Item to COiIer the value of the m8t8rial. SUch payment shall not exceed 80%
of the Contract price for the Item.
e) All Materials for which the C<l,.b....tln. wishes to receive advance payment shall be pIaoed in the
designated storage location immediately upon reoaipt of the material and shaH thenceforth be held
by the Colllladur in tIUst for the Owner as collateral security for any monies advanced by the
. Owner and for the due completion of the Work. The CM lb....tln shall not exercise any act of
ownership inconsistent with such security, or remove any Mldb.iaI from the storage locations,
except for inclusion in the Work, without the 00l1Sellt, in writing. of the Contract AdminislratDr.
f) Such materials shall remain at the risk of the Cotlllaclr:lf who shall be resporlSllle for any loss,
damage, theft, inproper use or desIruclion of the nl8lerial haw8wr caused.
"
.02 'Where the Owner makes advance paymen1s subject to the condlions listed in paragraph GC
8.02.02.01, such payment shaD not constitufe ~1Cll of the Material by the Owner. Acceptance
~ only be determined when the material meets the requirements of the appropriate speciIication.
GC 8.ll2.O3 CertIficlIIIon and Payment
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GC 8.02jl3.01
Progress Payment Certificate
.01 The value of the Work performed and Material supplied win be calculated once a month by the
Contract AdminislralDr in accordance with the Contract Documents and.clause GC 8.01.01,
Quantities.
.02 The progress Payment Certificate wII show,
a) the quantities of Work performed;
b) the value of Work performed;
c) any advanced payment for Materials;
d) the amount of statutoIy holdback, lens, Owner's set-off;
e) the amount of GST as appIic:abIe; and
f) the amount due the CM,b....tur.
Pege 3&
OPS GenelIII CclndIlIol" of ConIract - s.,Ao.,""" 1.
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.03 One copy of the progress Payment Certificate will be sent lD the Cot ,baclDr.
.04 Payment will be made within 30 Days of the Cut-Off Date.
GC 8.02.03.G2
CertIfIcation of Subcontract Completion
.01 Before the Work has reached the stage of Substantial Performance. the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
Contract Administrator certify tile completion of such subcoI,bact.
.02 The Contract Administrator will issue a Certificate of Subcontract Completion if the sidlGOI,bact has
been completed satisfac;tofily, and aU required inspection and testing of the WOIks c:overed by the
sulx:ontract have been c:anied out and the resuIls are satisfactory. . .
.03 The ContractAdministralDr will set out in the~tirtClilleofSubc;o.l~ the date. on which
the subc:ontractwas completed and wilhin7 Days' of;tIIe date.the:subc:ontmGNs certified complete,
the Contract Admir.h.b.... will give a copy llfthe cerlilic:ate.1lt.the~Co..b~, aod:lD the Subcontractor
c:onc:emed.
GC 8.02.03.03
SUbcontractStatutoly Holdback ReI_ Certlficatund ~
.01 Following receipt of the CeItiIic;ate of Subcontract Completion, the Owner will release.and pay the
Contractor the statutory holdback retained In respect of the sutx:ontracL Such release shall be made ..
46 Days after the'date the.subcontract.was oertIfiedcompleteand providing.the. ContIaclDi:submiIs
the fo/lOWIng to the ContIact AdmInistralIOr:
a) a documentsatisfado.t to tile Contract AdministralDr that will refuie the Owner from aB further
claims relating to the subcontract, qualified by stated exceptions such as holdback monies;
b) evidence satisfactoly lD the Contract Adminislratcr that tile SubcontlactDr has discharged all
liabilities incurred in carrying out the subcontract;
c)a satisfactory clearance certific;afe or IetIer from !he Workplace Safety and Insumnce Bo8Id
relating to the SlIb.....'b...... and .
d) a copy ofthe/X)lobact belweenthe Cu..b....lur and tile Subcontractor andasali$Lo.:to.ystatement
showing the lDtaI amount due the SubcoldJac.tor from the Contractor.
.02 Paragraph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and !hen only when the Contract
AdministralDr specificaly requests It
.03 Upon receipt of the statutory holdback. the Contractor'shaII'forIhwilhgive:the SlAA.u.lb....tur the
payment due under the SlIbcoo,b..c;L
.04 Release of statutory holdback by !he Owner in respect of a'subcontract shall not relieve the
Contractor, or !he Contractor's Surely, of any of their responsibilities.
GC 8.02.03.04
CertIfIcation of Substantial Perfonnance
.01 Upon application by the Contractor and where the Contract has been substantially performed !he
Contract Administrator will issue a Certificate of Subs1ahtial PeIformance. .
.02 The Contract Administrator will set out in the Certificate of Substantial Perfonnance the dale on which
the Contract was substantiaBy perfonned and within 7 Days after signing !he said cerIiIicate the
Contract AdministralDr will provide a copy to !he ContraclDr.
.03 Upon receipt of a copy of the Certificate of Substantial Perfonnance, tile Contractor shaI forthwith, as
required by Section 32(1) Paragraph 5 of the Construction Lien Act, R.S.O. 1990, c.C.30, as
amended, publish a copy of !he certifICate In a constIUction trade newspaper, Such publication shall
include placement in the Daily ComrnelcIaI News.
OPS ~ ~.. 01 ConInIoI- ......... Illl18
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.04 Where the COllba..a.. fails to publish a copy of the Cert/focale of SUbslantial Performance as required
above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the
Owner may publish a copy of the certifiGale at the Co.4>....tutS 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 ~fened to in clause GC 8.02.03.05, Substantial Performance
Payment and statutory Holdback Release Payment CertifICate!., shaD commence from the dale of
publication of the Certific;ate of SUbstantial Performance as provided for above.
GC-8.02.03.05
Substantial Perfolmance Payment and Substanlial Perfonnance Statutory
Holdback Release Payment CertIficates
.01 V\Ihen the Contract Admilli$b coM issues the CerlIIic;ate of SUbslanlial Performance the Contract
- Administrator wiD also issue the Substantial Performance Payment Cerlificate and the SUbstantial
performance statutory Holdback Release Payment Certific;ate or where 8ppIOpriate. a combined
,~nt~le. :
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.02,"" SUbstantial Perfonuance Payment CerlifIOcib:. wi! show,
-jflhevalue of Work Pedormed to the date of Substantial Performance;
. b) the value of oulslandIng or incomplete Work;
'c) the amount of the statutory holdback, allowing for any previous relmes of statutory holdback to
the Contractor in respect of completed subcoodl-Al. and deliveries of pre-selected equipment;
d) the amount of maintenance security requied; and
e) the amount due the Cot dJactor.
.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 Certilicate wl1l be a payment
certificate releasing to the eo. tb....b the statutory. holdback due in respect of Work performed up to
the date of SUbstantial Performance. Payment of such statutory holdback shaJI be due 46 Days after
the date of publication of the Certific4tl.. of Substantial Pelfom..lC8 but subject to the provisions of
the Constntction Lien Ad and the submission by the COIll1acb of the following documents:
a) a release by the Cot,baclDf in a fonn &ati&fac:to., to the Contract AdministralDr releasing the
Owner from aU further claims relating to the Contract, qualfied by stated -=eptions such as
ouIstanding work or matters arising out of subsection GC 3.14, Claims, Negotiatious, Mediation;
b) a statutory declaration in a form satisfactory to the Contract AdministralDr that allliabUlties incuned
,~by the Contractor and the c....b....tuts SUbcontractors in canylng out the Contract have been
:>3'diSCharged except for statutory hoIdbecks propeI1y retained; -
c:) a saIisfactory Certificate of C~ from the Workplace Safety ancIlnsurance Board; and
<mproof of publication of the Certificate of SUbstantial Performance. -
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GC 8.02.03.06
Certification of Completion
.01 Upon application by the COllbactor, and when the Contract reaches Completion. the Contract
Adminisbaluo' will issue a Completion Certificate.
.02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said certificate the Contract AdminislralDr will provide a
.~ to ~ Co..b....hn.
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OPSo.n..ICoolllllo... fII~-...._1_
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Completion Payment and Completion Statutory Holdback Release
Payment Certificates
.01 When the Contract Administrator issues the Completion CeI1iIicale, the Contract Administrator will
also issue the Completion Payment CeI1ifiudt: and the Completion Statutory Holdback Release
Payment CertiflCble or where appropriate. a combined payment certificate.
GC 8.02.03.07
.02 The Completion Payment Certificate will show,
a) measurementand value of Work at Completion;
b) the amount of the further'statutory holdback based on the value of further workcompleled over
and above the value of work compleled shown in the Subslantial Performance Payment Certificate
referred to above; and
c) the amount due the Contractor.
.03 The Completion Statutory Holdback Release ,Payment.,CertifICate.will,~;c~ paymentceitificate
. releasing totheC"hb ....tor'the' further statutory 'hOIdback:-' Paymentof.suc:h.:statuIDry holdback shan
be due 46 Days after the date of CompletiOOdtheWcxl(;as~~,CerlIfic:;ale
but subject to the provisions of the ConsfrUction UenAct.and1hnubmisslon1lj'the Co"b~ of the
following documents:
a) a release by, the Collb<KJor in a fonn satisfactory to the Contract Administrator releasing the
OWner from aU further claims relating to the Contract. qualified by stated exceptions where
appropriate;
b) a statutory decIaralion in a fonn salisfaclDry to the ,ContractAdm/nistralOr that aU liabilities incurrecl
by the Conbactor and the ContracIllr's sut...u....cdoIs in canying out the Contract have been
discharged,quaIified by staled exceptions where appropriate; and
c) a sa~ Certificate of Clearance from the Workplace Safe4' and Insurance BoaId.
GC8.o2.03.08
Interest
.01' Inlerestdue the Col.bactor is based on simple interest and is calculatecl'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 incIud'1ll!l aU
documentation requirements, when payment by the OWner to the Contractor for Work performed, or
for release of statutory holdback, is delayed by the OWner, then the Contractor shaI be entitled to
receive interest on the outstanding payment at the Rateof'Inlerest,'ifpayment:is not received on the
dales set out below:
a) Progress Payment Certiflcates: 30 Days afterthe CUt-Off Dale;
b) Certificate of SIJIl....".ba..l Completion:' 30 Days after the date certified as 'the date on,which the
subcolttraGt was compleled;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days after the date on which the
sub..u..b....l was compIeIed;
d)' Substantial Performance Payment Certificate: 30 Days after the'date of issuance of the certificate.
e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after
publication of the Payment CeI1ificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion;
g) Completion Slalutory Holdback Release Payment Ceriificate: 76 Days after the date certified as
the date which the Work was completed.
.02 If the Contractor has not complied with the llIqUinlments of the Contract. including .. documentation
requirements, prior to expinItion of the time periods cIescribed In paragraph GC 8.02.03.09.01,
interest will only begin to accrue when the Co..baclor has completed those requirements.
OPS ~ CooMlIllona oICOnlNCt. $1.1 ,oW. 1_
P8ge 38
GC 8.02.03.10
InteIMt for Negollatlons 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 Iimils and/or procedure described by
subsection GC 3.14, Claims. Negotiations. Mediation. the OWner wiD pay the Contractor the Rate of
Interest on the amount of the negotiated price for that part of the Work or on the amount of the settled
claim. Such interest will not commence until 30 Days after the Wllil;rc...tu.'y lXlI1lpletion of that part of
the Work.
>>'-'.1-::..
.02 :Where the Coubli(.tor does not attempt to resolve the negotiation or the claim in an expeditious
manner, interest shall be negotiable.
.03 Where the Co..b........... fails to give notice of a cIalm within the time ,limit prescribed by subsection GC
, 3.14. Claims. Negotiations, MecIiation. interest shall not be paid.
.04 ',~,a Contractor fails to comply with the 3O-day time limit and the procedures prescribed in
; ~ph GC 3.14.03.03 for submission of claims, interest shall not be paid for the delay period.
-~. - .
.,......~..-.
GC 8;02:03;11 0wner'6 Set-Off
.01 ,Pwsuant to Section 12 of the ConsIntction Lien Act, the OWner may relain from monies owing to the
Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities
inckJding the cost to remedy deliciencies, the reduction in vaJue of subslandard portions of the Work.
claims for dahl8ges by third parties which have not been dellll1l1illld in wrtting by the Contractor's
insurer. undetermined clains 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 llCCOIdance
with clause GC 8.02.06. Payment of Workers.
.02 Under these circumstances the OWner win give the Contractor appropriate notice of such action.
GC 8.02.03.12
Delay In Payment
.01 The Owner shaM not be deemed to be in default of the Contract provided any delay in payment does
not exceed 30 Days from the due dates as defined In paragraph GC 8.02.03.09.01.
GC 8.02.04
payment on a Tbne and MaterIal Basis
,
GC 8~01 Definitions
.01 FCli".the purpose of this clause the following definitions apply:
...... .
Cost of Labour: means the amount of wages. salary, travel. travel time. food. lodging or similar items and
Payroll Burden paid or Incurred direcUy by the Contractor to or in respect of labour and supervision actively
and ~arily 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 incuITed for general supervision,
admini$bCltiun of management time spent on the entire Work or any wages. salary or PayroH Burden for
which the Contractor is lXlI1lpen$8ted by any payment made by the Owner for Equipment
Cost of 118teria1: means the cost of Material purchased, or supplied flom stock, and valued at current
market prices, for the purpose of carrying out Extra Work. by the C....b....tl.r. or by others when such
arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices.
Operatlld Rentlld Equipment: means Rented Equipment for which an opeI8tor is provided by the
supplier of the equipment and for which the rent or Ieae Includes the cost of the operator.
PIIge 40
OPS~COO IIlllllluf~.........._I_
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Payroll Burden: means the payments in respect of workplace insurance. vacation pay. employment
insurance. public liability and property damage insurance. sickness and accident insurance. pension fund
and such other welfaIe and benefit payments forming part of the ec:" ,b..,Ju,.s normal labour costs.
Rented Equipment: means equipment that is rented or leased for the special purpose of Work on a Time
and Material Basis from a person. firm or corporation that is not an associate of the lessee as defined. by
the Securities Act, RS.O. 1990, c.S.5, as amended, and is approved by the Contract Admini$b.<tu".
Road Work: means the preparation. construction, finishing and construdion maintenance of roads.
'streets; highWays and' parking lots and includes an work inddenlallhereto other than work on structures.
Sewer andWlitennaln Work: means the preparation. constnlclion, finishing. and construction
. maintenance of sewer systems and watennain systems; and includes an work incidental thereto other than
work on structures.
Standby Time: means any'period of time Whichis.not~WOrldngr~ which together with
the WorkingTJR1e does notexceed'10hour$:in"any;one;Working:0ay,and:dudrigwhich lime a unit of
. equipment cannot praclicaIly be used on other..worlC"butmustlemaio:on.lbe"Sile:irLorder to .continue with
itnssigned1ask and during which time the unit is in fully operable condition.
Structure Work: means the consIruction, reconstrucIion, repair, alte,allo.~ remodelling. renovation or
.. dernolition of any bridge, building, tunnel or retaining waD and includes the preparation for and the laying of
the foundation of any bridge, building. tunnel or' retaining waD and the insIaUation of equipment and
appurtenances incidental thereto.
The 127 Rate: means the rate for a unit of equipment as listed inoPSS 127; Schedule of Rental Rates
for Construction equipment Including Model and SpecIIicalIon Refelence, which is current at the time the
work is carried out or for equipment which is not so listed, the rate which has been calculated by the
OWner. using the same principles as used in detenninIng The 127 Rates.
Work on a 'Time -and Material Basis: means Changes in the Work, Extra Work and Additional Work
approved by the ConIracl Administrator for payment-on a TJR1e and Material basis. The Work on a Tune
. and Material Basis shaD be subject to all the terms, conditions. specifications .and proyisIons of the
Contract.
Working Time: means each period of time during which a unit ofequipmenl is. actively and of necessity
engaged on a speclficoperallon and the first 2 hours of each,immediaIeIy..filIIoIIIIQgperiod during which
the unit is not so engaged but during whichtheoperation.lsotherwlse:.procee<tlqgand during,which time
the unit cannot pi ac;ticaUy be transl'ened to other:work but must remain on the site in order to continue with
its assigned tasks and during which time the unit islna fully operable condition.._.
GC 8.02.D4.o2
Dally Work Records
.01 Daily Work Records prepared as the case may be by either the eo..b-.iut's represt..lalille or the
. Contract Administrator and' reporting . the labour and Equipment erilpIoyed' and the Material used on
each Time and Material project, shaD be reconciled and signed each day by both the Contractor's
representative and the ContracI Administrator.
GC 8.02.D4.03
Payment for Work
.01 Payment as herein provided shall be fuR compensation for all labour, Equipment and Material to do
the Work on a TJR1e and Material Basis except where there is agreement to the contrary prior to the
convnencement of the Work on a Time and Material Basis. The payment adjustments on a Time and
Material basis shall apply to each individual Change Order au1horlzecl by the Contract Admirlillbodur.
OPS _ CoI-.._ of Co!Itr8c:t . ......b.. I.
Pege 41
GC 8.02.04.M
Payment for Labour
.01 The Owner will pay the ConlracIorfor labour employed on each TIlTIlI 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 forWOlk on a TlITle and Material Basis at
the Contractor's actual cost of Payroll Burden.
.03" M. the OWner's disaetion, an audit may be conductec:l in whic;h case the actual Payroll Burden so
determined shaH be applied to an Tille and Material work on the Contract.
GC 8.02.M.05
Payment for MaterIal
.01 The Owner will pay the Contractor for Material used on each Tille and Material project at 120% of the
"4Dstof the Material up to $3000, then at 115% of any portion of the Cost of Material in excess of
.:,.tiboo .
GC~L~06
Payment for equipment
GC 8.02.M.06.o1
WorkIng TIme
.01 The OWner will pay the Cohbador for the Working TIme of aI equipment oIhl!r than Rented
Equipment and Operated Rented Equipment used on the WOlk on a Tille and Material basis at The
127 Rates with a cost adjusbnent as follows:
a) Cost $10,000 or less - no adjwtl....nt;
b) Cost greater than $10,000 but not exceec:IIng $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 $20,000.
.02 The OWner win pay the Cu.,b......... for the WOlking TIme of Rented Equipment used on the WOlk on a
Tille and Material BasIs at 110% of the invoice price approved by the Contract Administrator up to a
maxinum of 110% of The 127 Rate. This constraint wiD be waMld when the Contract Administrator
approves the invoice price prior to the use of the Rented Equipment
.03 The OWner will pay the Contractor for the Working Tille of Operated Rented Equipment used on the
Work on a Tille and Material Basis at 110% of the Operated Rented Equipment invoice price
a~ by the Contract Administrator prior to the use of the equipment on the Work on a Time and
" flbial Basis.
GC 8mlo4;06.02
""'''I
Standby Time
.01 The OWner wi. pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of
the invoice price whichever is appropriate. The Owner will pay reasonable costs for Rented
Equipment where this is lI"C"$Cl,riIy retained in the WOlking Area for extended periods agreed to by ,
the Contract Administrator. This win include Rented ~ intended for use on other work, but
has been idled due to the cin:umstances giving rise to the WOlk on a Tille and Material BasIs.
.02 In addition, the OWner will include the Cost of Labour of operators or associated labourers who
cannot be otherwise employed during the standby period or during the period of idleness caused by
, the ciR:umstances giving rise to the Work on a Tme and 1II1l1lrilll Basis.
.03 The Contract AdmlnistnItor may require Rented Equipment idled by the circumstances giving rise to
the Work on TIme and Material Basis to be retI.med to the lessor unliI the work requiring the
equipment can be resumed. The Owner will pay such costs as result from such retum.
"-lIe 42
OPSGener8I CoI_.. (II Connct. Sepleo_1l19l1
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.04 When Equipment is transported, solely for the purpose of the Work on a TIITIe and Material Basis, to
or from the Working Area on a TIITIe and Material basis, payment will be made by the Owner only in
respect of the transporting units. When Equipment is moved under its -., power it shaH be deemed
to be working. The method of moving Equipment and the rates shall be subject to the approval of the
Contract Administralor.
GC 8.02.04.07
Payment for Hand Tools
.01 NotwiIhstandingany.otherprovision of this Seclion,nopayment shaD be .made to.the.Contractor for
, or in respect of Hand Tools or equipment that are tools of the trade.
GC 8.02.04.08
Payment for Work By Subcontractors .
.01 Where the Contractor arranges forWork on a.Tme and Material Basis,'or.a part of it, to be perfonned
. bySUbcontractors..on.,aTme. and.MateriaI.basis<,.and...has~.applPV.8l.prior to the
eornmeneement.of:such.'.woIlc;,:in acconlance ~y-requimments~.GC 3.10,
. SubConbCIctillg bylheCuhb....tl:lo,theOwnerwiD paythe'COSto'of~>OIIe'~8lJd.JMaterial Basis
by1he SubcollbaclDl calculated_if the.ConlraclDr had-dOll&the,~"TlI1lIl;8Rd.Material Basis,
p1us'a markup calculated 0II1he following basis:
a) 20% of the firstS3,OOO; plus
b) 15% of the amount from $3,000 to $10,000; plus
c) 5% of the amount in excess of $10,000.
,00.No further markupwil be applied regardless.of.the extent to which.the work is assigned or. sublet to
. . others. If work is~assIgnedor, sublet'.to an assoeiWil, as defined by the; Securities Act no markup
whatsoeYer wiI be applied. .
GC 8.02.04.09
SUbmission of invoices
.01 At the start of.the Work'OII a Tme and Material Basis, the Contraclor .shaII.provide.the applicable .
. labour and Equipment rates not already submitted to.the Contract Administrator during the course of
such work.
.02 Separate summaries shaI be completed by the Conlractor according to thestanllard fo(m"Summary . .
for Payment of Accounts on a Tme.and Material Basis".. Each summary shall include , the order
number and covering dates of the work and shall itemize separately Iabour,MaterlaIsand Equipment
. .Invoicesfor Materials, Rented Equipment and other charges lncunedbythe ConlraclDr on the Work
on a Time and MaleriaI Basis ~ be included witheachsurnmary.......,..,." " .'--"'~'" ... .
:D3 Each monIhtheConbact AdminisIratorwiU incIude.with themqnthly,JlI:09@lIS-fl!IYIl)e!J,l~, the
costs of the Work 011 a Tme and Material Basis incUrred durfng the precfJding month all In
, accordance with the.....,b......adml..bliativeprooedures and the Cot.baclol's invoice of the Work on a
TIIl1e and Material Basis. '
.04 The finaI"S~ for Payment of Accounts on a Time and Material Basis" shall be submitted by the
ContracIor within 60 Days after the compIelion of the Work on a Time and Material Basis.
GC 8.02.05
FInal Acceptance Certificate
.01 After the ~lCe of the Work .the Contract Administrator wiD issue the Final AcCeptance
Certificate, or, whele applicable, alter the warranty Period has expiIed. The Final AccepIance
Certificate wiI not be issued untlI all known dtlflcienCies have been adjllSled or corrected, as the case
may be, and the Contractor has discharged all obligations under the Conlracl
OPSGeneNI~.afC-.ct.~'-
P8g8 43
"-lIe 44
OPS.Gener8I eo........ 01 Cor*D. SeptemIler 1999
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GC 8.02.06
Payment of Workers
.01 The Contractor shaD, 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 worl<ers
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 mainlaIn and keep accurate Records relating to the WOrk, Changes in the Work.
Extra Work and claims arising therefrom. Such Records shaD be of suflicient detall to support the
total cost of the Work, Changes in the Work. and Extra Work. The COhb ado/' shall preserve an such
.' original Records until 12 months after the FU18I Acceptallce ceI1iflWlbo is Issued or until aY claims
have been sellled. whic:heYer is longer. The CoId1actor shal require that SUboollbac:tors employed
by the Contractor preserve aU origlnaI Records pertairmg to the Work. Changes in the Work, Extra
Work and claims arising the.ef,om for a similar period of time.
.02 If. in the opinion of the Contract Administrator. Daly Work Records are reqWed. such /eCOI'ds shaD
report the Iabo~ and Equipment employed and the Material used on any specific portion of the Work.
The Daiy Work Records shall be recollclled with and signed by the C..ub....h..o's represelllaliw each
day.
.03 The Owner may inspect and audit the CoI,bac.tor's Records relating to the Work, Extra Work and
Changes In the Work at any lime cbing the period of the Contract. The Contractor shaD supply -
certified copies of any part of lis Records required wbenewr requeSted by the Owner.
GC 8.02.08
Taxes and DutIes
.01 Where a change in Canadian Federal or ProvincIaI1axes occurs after the date of tender closing for
this Contract, and this change could not have bHn anIicipaled at the time of bidding. the Owner will
increase or deClelse Contract payments to ecc:ount for the exact amount of tax change involved.
.02 Claims for compensation for addlIional tax cost shall. be submltled by the CoI.bactor to the Contract
Admlnislrator on forms provided by the Contract Administrator to the Contractor. Such claims for
additional tax costs shall be submitted not less than 30 Days after the date of Final Acceptance.
.03 Where the Cot,bactu. benefits from a change in Canadian Federal or Provincial taxes, the Contractor
shaD submit to the Contract AdminibbdlXlr, on forms provided by the Contract Administrator.. a
s1atement of such benefits. This statement shaD be submltled not later than 30 Days after FIIl8I
Acceptance.
.04 Changes in Canadian Federal or ProvIncIal taxes which inpac:t upon commodities, which when left In
- pIac:e form part of the finished Work, or the provision of seIVic:es, where such seIVic:es form part of the
Work and where the manufacture or supply of such commodlties or the provision of such seIVic:es is
c:anied out by the c:...lh...Jw or a SUbcontraclor. are subject to a c:lain or benefit !IS detailed above.
Services In the IatIer context means the supply and operatlon of equipment, the provision of labour
and the supply of c:oh..lOdilles, which do not form part of the Work.
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GC 8.02.119
Liquidated Damages
.01 When liquidated damages are specified in the Contract and the Contractor fails to complete the Work
in accordance with the Contract, the Contractor shaD pay such amounts as are specified in the
Contract Documents.
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CPS Gene'" ~ 01 ConI...:t. s.,Aoo._l899
PIll.~5
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