HomeMy WebLinkAbout2004-207
Schedule "A"
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-lAW 2004-207
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and
Rutherford Contracting Ltd., Gormley, Ontario, to enter
into agreement for the Bowmanville Community Park
Construction.
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, Rutherford Contracting Ltd., Gormley,
Ontario, and said Corporation; and
2. THAT the contract attached hereto as Schedule "A" form part of this By-law.
By-law read a first and second time this 27th day of September, 2004.
By-law read a third time and finally passed this 27th day of September, 2004.
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CORPORATION OF
THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK CONSTRUCTION
CONTRACT NO. CL2004-13
JUNE 2004
~~
architects
planners
TSH No. 42-80205
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AGREEMENT
THIS AGREEMENT made in quadruplicate
BETWEEN: RUTHERFORD CONTRACTING LTD.
of the Regional Municipality of York and Province of Ontario
hereinafter called the "Contractor"
THE PARTY OF THE FIRST PART
- and-
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
hereinafter called the "Purchaser"
THE PARTY OF THE SECOND PART
WITNESSETH, that the party of the first part, for and in consideration of the payment or
payments specified in the tender for this work hereby agrees to furnish all necessary machinery, tools,
equipment, supplies, labour, and other means of construction and, to the satisfaction of the Engineer, to do all
the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete
such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read
herewith and form part of this present agreement as fully and completely to all intents and purposes as though
all the stipulations thereof have been embodied herein.
Page 1 of 3
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DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS
Bowmanville Community Park Construction, Contract CL2004-13.
ADDENDUM NO. I, dated July 23,2004
ADDENDUM NO.2, dated July 29, 2004
ADDENDUM NO.3, dated August 4, 2004
ADDENDUM NO.4, dated August 10, 2004
ADDENDUM NO.5, dated August 16, 2004
A.
TENDER FORM: General
Itemized Bid
Bonds
Schedule of Tender Data
STANDARD TREMS AND CONDITIONS
INSTRUCTIONS TO TENDERERS
SPECIAL PROVISIONS - GENERAL
SPECIAL PROVISIONS - TENDER ITEMS
B.
C.
D.
E.
Pages I and 2
Pages 3 to 10
Page 12
Pages I to 9
Pages I to 5
Pages I to 14
Pages I to 23
(Electrical - I to 18 & I to 6)
F. STANDARDS
G. PLANS: Drawings No. LOI-L13, WI, AOl-A08, MOI-M03 and EOl-E05
H STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications.
t'jPSS No. Date OP$SNo. ;Qate OPSS No. Date
127 Current 351 Sept. 1996 511 November 2001
128 Current 355 Sept. 1996 421 April 1999
201 November 2003 405 February 1990 570 August 1990
206 November 2000 407 Nov. 2001 571 November 2001
310 November 200 1 410 April 1999 572 November 2003
314 December 1993 510 April 2003 701 November 2003
I. GEOTECHNICAL INVESTIGATION (Borehole Logs)
J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
All Plans and Documents referred to in the Specifications.
The Contractor further agrees that he will deliver the whole of the works completed in
accordance with this agreement on or before the expiration of 130 working days from the date of
commencement.
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 RUTHERFORD CONTRACTING LTD.
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in the presence of
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Date
SIGNED and sealed by the Purchaser THE CORPORATION OF THE MUNICIPALITY OF
CLARINGTON
in the presence of
P/42-80205/Specs/80205-AGR.doc
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D (' Y (J {J., ~(( I ,9.. J;(Ti/ll)
Dare John Mutton, Mayor.
Page 3 of 3
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK
10f1
ADDENDUM NO.1
Contractors are hereby notified of the following modifications to Contract No. CL2004-13.
DRAWINGS
Drawings No. L13 date stamped July 19, 2004 is replaced by Drawings No. L13 date
stamped July 23, 2004. (The date stamp is located at the bottom right hand comer of the
drawings) .
Contractors are asked to remove the drawings issued with the tender set and replace them
with the attached drawings.
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH, Engineers Architects Planners
513 Division Street
COBOURG,OntaIID K9A5G6
July 23, 2004
g,142-1lO205\specslcl2004-13-add-l.doc
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DRAWING L13 INCLUDED IN CONSTRUCTION DRAWING SET
AS PER ADDENDUM NO. 1
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CONTRACT NO. CL20CJ4..13
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK
Page 1 of2
ADDENDUM NO.2
Contractors are hereby notified of the following modifications to Contract No. CL2004-13.
ITEMIZED BID
Item No. 58 - The units for this Item shall be revised to "m'" and not "m2".
Item No. 69 - In the description, delete "66B" and replace with "69B".
SPECIAL PROVISIONS - GENERAL
Clause 3 - Contract Time and Liquidated Damages
Subsection (2) - Progress of Work and Contract Time
Delete "on August 23, 2004" in the first line of the first paragraph and replace
with the following "two weeks after award of the Contract".
Subsection (3) - Working Day
Add the following dates in the blank section of the second paragraph:
"December 13, 2004 to March 31, 2005" .
Clause 6 - Layout
Delete paragraphs I, 2 and 3 and replace with the following:
"Section GC7.02 of the OPS General Conditions of the Contract-
September 1999 shall apply. Tbe Contract Administrator shall provide the
Contractor with control point and benchmark information as well as
nortldng and easting coordinates neces&ary to construct the park and park
elements. "
SPECIAL PROVISIONS - TENDER ITEMS
Items No. 40 and 50 - Supply and Insta1lation of 5-tier Aluminum Bleachers
The following shall be added to the first paragraph after "5-tier bleachers........ ":
"without a backrest".
tilt
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
BOWMANVlLLE COMMUNITY PARK
Page 2 of 2
ADDENDUM NO.2
The following shall be added to the second paragraph after "863-2584....":
", Model No. 5RUAP as manufactured by W.H. Reynolds,
1-888-653-9721,... "
Section G: Architectural
Delete "79" and'replace with "69" in the Items No. reference for SITE BUILDINGS.
Delete" A-A" in the first paragraph of SITE BUILDINGS and replace with the
following:
"AI-AS, MI-M3 and E4".
Item No. 69B - Alternative Building Pricing
Delete "D06" in the first paragraph and replace with" A06, detail5-A06".
DRAWINGS
Drawing No. AOl - Windows
Delete reference to "American Craftsman" and replace with "Loewen".
Add the following:
"Loewen or approved equal windows must be of the same or ~imil"r
profile, assembly and size as those windows shown on the Contract
Ora. "
wmgs .
All tenders must be submitted on the basis of these modifications.
This Addendum sbaII remain "ft3("~ to and form part of all tenders submitted.
TSH, Engineers Architects Planners
513 Division Street
COBOURG, Ontario K9A 506
July 29. 2004
p: 142-80z05Ispecslc12004-13.add2.doc
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK
Page 1 of 2
ADDENDUM NO.3
Contractors are hereby notified of the following modifications to Contract No. CL2004-13.
SCHEDULE OF TENDER DATA (Page 12 of 12)
B. Should be revised to read: "STANDARD TERMS AND CONDITIONS"
INSTRUCTIONS TO TENDERERS
1. General
The closing date shall be revised to read:
"2:00:00 P.M., LOCAL TIME, WEDNESDAY. AUGUST 11. 2004"
SPECIAL PROVISIONS - TENDER ITEMS
Item Nos. 30 and 43 - 1.8 High Baseline, Outfield and Bullpen Fence (Baseball and Slo-
pitch Diamonds)
On Page 15 in the 5th paragraph, delete the reference to "Items No. 22 and 38" and
replace with "Item Nos. 25 and 41".
DRAWINGS
DRAWING E04 - Schedule of Lighting Fixtures and Lamps shall be modified to read as
follows:
I LAMP l
TYPE MANUF CAT. DESCRIPT. VOLT. BALAST LENS TYPE WAITS NUM TYPE MOUNT. DESCRIPTION
NO. TYPE
H Kmg K829 CUT OFF [20 !DO FLAT GLASS 70 I HPS POLE MOUNT ON
Lwninairc HOFL III ORNAMENTAL TYPE 3 4.27m 'CLASSIC'
70 MOO UGHTING POLE MODEL
HPS 120 NO. KCC14 511
PLBK SIP efW SINGLE
DB TACOMA ARM
MODEL NO.
KA73-1
FlNISHED IN
BLACK
K King KLCC LIT BOLLARD [20 HID POL YCARBON 70 [ HPS ON BASE BLACK. FINISH
Lwninaire LACY -ATE CLEAR TYPE S
70 MED PROTECITVE
HPS [20 CYLINDER
SllBK
DB
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK
Page 2 of 2
ADDENDUM NO.3
DRAWING MOl - Mechanical Specifications
2.0 Piping Fittings and Valves
The following shall be added to the first paragraph relating to above grade sanitary
drainage and venting:
"PVC piping with solvent weld (or ring tite) fittings and couplings to CSA182.1
(DR 3S or 28) will also be accepted for above grade piping. .
DRAWING LlO - Detaill-L06
The dimension(s) shown on this drawing referencing the height of the baseline, outfield and
bullpen fence above finished grade shall be revised to read:
"1700 mm"
With 100 rom buried portion results in 1.8 m fence fabric being required.
GEOTECHNICAL INVESTIGATION (Borehole Logs)
This information was omitted from the original document and is attached to this Addendum No.
3. (18 pages)
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH, Engineers Architects Planners
513 Division Street
COBOURG, Ontario K9A 506
August 4, 2004
P/42-8020SlSpecsJCL2004-13.ADD3.doc
Attachment: Geotechnical Investigation (Borehole Logs)
11M
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PAGE e3
Rcrtrence No: 41'04-7 Borehole No : 201 E_nN.:%
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08/04/2004 14:06
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PAGE 04
Rlltro... N., 411fl.4.7 Borehole No: 202 I........ N. : 3
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PAGE 05
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R.r.rente No: 411(l..4.7 Borehole No: 203 ll..d...... No : 3
Client: Municipality flIfCl8rin=tod
ProJect: Community Park Method : A"li"
1..'0c:atiDO : DOW'lllonville DIa...ter: 110m..
Oatnm EtnatiQn : Dote : ,Iuly 31, 2004
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ClieDI: MUlnlC:ipnlity ofCJarinll;tun
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08/04/2004 14:0&
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PAGE e&
- Borehole No: 205
Ref'ennee N" :-4110-4-' Eoo........ No , ,
Client: Munletplllity nf Cluiftltcut
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PAGE 07
R.eferente No: 411().4..' Borehole No: 206 EaclMure No : 7
Cient: MuwitipnUt.)' ofClarin,ton
Pnjtd : C€tmmunity Park M_d,^_
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PAGE 88
Reba.. No : 4110-4-7 Borehole No: 207 I......... No : 8
Client; MunitipRH1)' ofChlrl-etnn
Project: CommllRit)l 'ark Moth...: Auge.
LotAtlon : BowmanvtUc- Dtam_rl UO..m
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68/64/2664 14:66
4162925375
PAGE 69
VAWOODASS
Rofe1'GnCC! Nfl I 4110..4-7 Borehole No: 208 Enclosure No 1 9'
e....t: Mu.ld",,"ty ofCIRriapm
ProJect: Commtntit)' 'ark Metlnnl: A..~r
IAcadan : BtrftI'manvllle- Diam_, 110_
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68/64/2664 14:66
4162925375
VAWOODASS
PAGE 16
Reftl...nee No J 41_0.4-7 Borehole No: 209 1Lnc!_No:9
Clhlnt 1 Muniel,Allty orCl8rin~o"
Project: Community Puk Mediad ,......
LoclIltknl : Bowm."villt Dlluaela. , 110....
DR'hnn 'RIel'a'" I Dole . JoI, 31, 200<
SUBSURF"'CE PROFILIL 5AMPtIL
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88/84/2884 14:86
4162925375
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PAGE 11
..._.No.4110-4-7 Borehole No: 210
CI...t, l\Il111id..&Iy.rClatilljllOO
E._No: II
PrIIJed:: Co....unity PArk
LocAtion : Bowllul1n'.
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68/64/26B4 14:66
4162925375
VAWOODASS
PAGE 12
R.C.r..... No : 411 0....7 Borehole No: 111 EaCIOllUK No: 12
CII.nt: Munld""lily .rCI.rln~'o.
Pl'Ojut: ComMunity 'ark 11I.-: A_
Lot!atlon : BnwmldvUto . VI.....r' 110m..
Dotnml....ao. : DlIle : A...... ~ 2004
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08/04/2004 14:06
4162925375
VAI<<lODASS
PAGE 13
R.r...... N. , 4110-4-7 Borehole No: 212 E........ No : 13
Cllo.l: MunklpaHty ofClarlft#hln
ProltC.f ~ COlllrn,lnity PArk 111_,1\....
Location: Bo...mllnvllle Dlamoter : J J OMIII
))0_ !levot1o. , Dtdo , 1I'1I'OIl3. 2104
SUllS1J1lFACE PROFILE SAMPLE
Wiler ."
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88/84/2884 14:86
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PAGE 14
RI!'e...~e No I 4110-4~7 Borehole No : 213 _...No:14
Clleo.t : Municipality of crJlrlngmYl
ProJect: Cemm...nify I'1I...k M_,A_
LocIdcm : Ba'Mll1lm'ille Dlo.._,UO..,.
Oatu..Elev&tiDnI . Dote : A...... 3,:1004
SllllS11llFACE PROFILE SAMPLE 1
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88/84/2884 14:86
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PAGE 15
4162925375
Refe....... No: 4110....7 Borehole No : 214 E..-.. No: 1,5
Client ~ MunkJpality orClallri~oll
Project ~ Crmltnum11 p"rJt M_,AlIJICr
LOC1rtiOD ~ .9nwmAn\'lIIe U......, , IlO_
Ilo_ _._: _. A..." 3, 2004
stllSURFACE PRomE SAMPLE
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08/04/2004 14:06
4162925375
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PAGE 16
Referente No: 41104.' Borehole No: 215 _..No, 16
CHent: MUllidpl'lHty of ClftrtrtRtc.D
PmjRt ; Ctdtnanity Park Melbod: A_
Locatinn I Lwm.Mt'Vi1le Ill......' 110_
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88/84/2884 14:86
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VAWOODASS
PAGE 1 7
R.f.....'" No: 4110....7 Borehole No : 216 E......a... No: 17
Client; Municjpftllty nrClarinlrtOn
P'mjal!t : Community Ptrk _:A_
Lotldioft : Bawmn,vlUe Dl_r: 110....
DlllUm tlevotloa : Dolo : Aur:mot3, 2004
SUBSURl'ACIl PRomE SAMPLE
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08/04/2004 14:06
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PAGE 18
Rot'IIrellce]\lo J 41104.7 Borehole No: 217 Eadaau... N.: 18
Cllea.t: Munlclp~llty nf'a.rI~n
Proje.n : COMNIUdfy Puk M_:A....
Lnntioa : ~lnvUk ~r' 1I0.m
110_ 'lcwlle.: D.. , A....M 3. 10"
SU1lSURFACE PRonu SAMPLE
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK
Page 1 of 3
ADDENDUM NO.4
Contractors are hereby notified of the following modifications to Contract No. CL2004-13.
ITEMIZED BID
Add the following Item as part of Section F after Item 68:
Rough-in for Future Installation of
Public Address S eaker
Add the following Item after Item 69B:
74 16700 Premium for Concrete Backfill for 16
Ball Field Lighting Poles (approx.
28 oles)
Do not include total for Item No. 74 in total tender amount.
INSTRUCTIONS TO TENDERERS
Clause 1 - General
The closing date is revised to read:
"2:00:00 P.M., LOCAL TIME, WEDNESDAY. AUGUST 18. 2004"
Clause 10 - Execute Contract Documents
Delete the first paragraph and replace with the following:
"Due to ongoing legislative amendments, funding for this project canllOt be
confirmed until these amendments are complete, which is anticipated in December of
2004. As such, accepltmce of the tenders shall be open until January 31, 2005 or 30
days after confirmation of funding (if confirmed in 2004). After this time period, the
tender may only be accepted with the consent of the successful Tenderer. "
VH
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
BOWMANVILLE COMMUNITY PARK
Page 2 of 3
ADDENDUM NO.4
SPECIAL PROVISIONS - TENDER ITEMS
Add the following:
SECTION 'F' - ELECTRICAL
Item No. 73 - Rough-in for Future Public Address Speaker
~~mmmmm~m~~~~~~~
gang PVS junction boxes C/W blank, gasketted cover ploJes embedded in each pole
and 16mm conduit to connect the 2 junction boxes for future instollation of speaker
wires of PIA system. One of the junction boxes shall be installed 900mm Above
Finished Floor (A.F.F.) ~ the other shall be installed 5400mm A.F.F. Provide pull
string in all empty conduits. "
Item No. 68 - BALL FIELD LIGHTING - SECTION 16700
1.6 Luminaire Structure
Lamps - Revise to read "lamps shall be 1000 watt to 1500 watt..."
Lamp Orientation - Delete the existing text and replace with the following:
"Vertical ("Base-up") or Horizontal Optics will be accepted."
1.8 Foundation
Concrete Material
On Page 5, 3"'line from the top. delete the words "with concrete backf"ill" and replace
with "and backfilled with limestone screenines"
Add the following sentence to the end of this section:
"Should concrete be required in lieu of limestone screenings for pole backfill
the unit price bid for ITEM NO. 74 will include for all costs over and above
those that would be incurred for the provision of limestone screenings
including additional supportfor poles during initial concrete set-up time.
This Item is not to be included in the total tender anwunt. "
TIM
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
BOWMANVILLE COMMUNITY PARK
Page 3 of 3
ADDENDUM NO.4
1.11 Submittal - Data to be Drovided
Delete the words "with the submittal" in the first line and replace with:
"by 4:00:00 P.M. Local Time, the day after the Tender Closing Date..."
Add the following after the last paragraph on Page 6.
"Submittal-Data must be provided in a SEALED package plainly marked
"Ball Field Lighting Submittal-Data - Contract No. CL2004-I3" and shall be
addressed to:
Ms. Patti lkurie, Clerk
Corporation of the Municipality of Clarington
Municipal Administration Centre
40 Temperance Street
Bowmanvil1e, ON. LIe 3A6"
DRAWINGS
DRAWING 101 - Irrigation Plan
The legend should be revised such that the legend symbols for the Toro P220
2" and 1 'h" Valves are switched. (This results in the 2" valve being placed on the 2 Ih" Pipe
and the 1'h" valve being placed on the 2" Pipe).
DRAWING E04 - Schedule of Lighting Fixtures and Lamps
In the Description column for the Type "H" fIxture delete the reference to "TACOMA ARM
MODEL NO. KA73-1" and replace with "K32-T-I-36 PIPE ARM C/W BOSTON FINIAL".
DRAWING E05 - Details and Diagrams, Electrical
Delete detail 7-005. Bollards are specifIed as direct buried.
All tenders must be submitted on the basis of these modifIcations.
This Addendum shall remain attached to and fonn part of all tenders submitted.
TSH, Engineers Architects Planners
513 Division Street
COBOURG, Ontario K9A 506
August 10, 2004
Pf42.lI02OSISpecs/CL20004-13.ADD4.doc
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
BOWMANVILLE COMMUNITY PARK
10f2
ADDENDUM NO.5
Contractors are hereby notified of the following modifications to Contract No. CL2004-13.
SPECIAL PROVISIONS - GENERAL
Add the following clause to the end of this section:
Clause 35 - Adjustment to Base Material Costs
From the time of Tender Closinl! to the time of Tender Award, adjustments for cost
increases (premiums) or cost decreases (credits) will be made by the owner for lfUlJerials
to be incorporated in the works upon the provision of documentation (invoicing, base
metal pricing, etc.) by the contractor to substantiate the need for such a4justments.
These changes will be reflected in the Total Tender Amount prior to award of the Tender.
SPECIAL PROVISIONS - TENDER ITEMS
Item No. 62 - Naturalized Surface Treatment
Delete the following paragraph:
"Seasonal Flooded Annual & Perennial Mixture and Annual Ryegrass NursecropSeed
Mixes shall be as supplied by OSC or approved equal, at the recommended application
rate."
And replace with:
"Low Grow Grass Mixture applied at 16kg/ha and AnnUlll Ryegrass Nursecrop Seed
applied at 22kg/ha shaU be as supplied by OSC or approved equal for the identified
area."
Seed Mixture shall be changed from
"Nodding Bur Marigold
Fox Sedge
Canada Wild Rye
Coastal Panicgrass
Switchgrass
Fowl Meadowgrass"
to
"Little Bluestem
Blue GratIUJ
Sandrop Seed
Sideoats Gra11UJ"
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CONTRACT NO. CL2004-13
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BOWMANVILLE COMMUNITY PARK
20f2
ADDENDUM NO.5
DRAWINGS
FOl"CP"ll';l Pipe - DWG. L04
Deleted the reference(s) to "P.E." noted on the 100 mID dia. Forcemain and replace with
"P.V.C....
All tenders must be submitted on the basis of these modifications.
This Addendum shall remain attached to and form part of all tenders submitted.
TSH, Engineers Architects Planners
513 Division Street
COBOURG, Ontario K9A 5G6
August 16, 2004
\ \server\projects\42-8020S\specs\cl2OO4-13. addS .doc
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PROJECT:
AUTHORITY:
CONTRACT ADMINISTRATOR:
TENDERER:
TENDERS RECEIVED BY:
P/42-80205ISpecs/80205~ TF-SignDocs .doc
TENDER FOR CONTRACT NO. CL2004-13
BOWMANVILLE COMMUNITY PARK CONSTRUCTION
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
TOTTEN SIMS HUBICKI ASSOCIATES
ENGINEERS, ARCHITECTS and PLANNERS
513 DIVISION STREET
COBOURG, ONTARIO. K9A 5G6
Telephone: 905-372-2121 Fax: 905-372-3621
RUTHERFORD CONTRACTING LTD.
Name
27 Cardico Drive
Gormley, Ontario LOH IGO
Address (include Postal Code)
Tel: 905-888-9444 Fax: 905-888-9445
Telephone and Fax Numbers
Robert Stephenson
Name of Person Signing
V.P. General Mana,ger
Position of Person Signing
Mrs. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
Municipal Administration Centre
40 Temperance Street
Bowmanville, ON LIC 3A6
Page I of 12 pages
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TENDER CONTRACT NO. CL2004-13
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL2004-13
Bowmanville Community Park Construction, 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 eutirely 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
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ITEMIZED BID
CONTRACT NO. CL2004-13
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices,
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Ouantity Payment Item
Itlmi No. Spec No. Description Unit Quantity Unit Price Total
SECTION A - SITE WORKS
I 201,206, Site Preparation LS 36,202.23 36,202.23
SP
2 206, SP Earth Excavation (Grading) m' 79,000 3.49 275,71O.61
(P)
3 SP Earth Borrow (Provisional) m3 3,000 3.97 11,910.00
(P)
Total Section A - (Carried to Summary) 323,822.23
SECTION B - SITE SERVICES
Water
4 701, SP Irrigation LS 101,992.24 101,992.24
5 701, SP 19mm dia. Water Supply Pipe m 3 116.95 350.85
6 701, SP 50nun dia. Water Supply Pipe m 307 45.91 14,094.37
7 701, SP 150nun dia. Watermain m 400 89.63 35,852.00
8 701, SP 200nun dia. Watermain m 284 107.12 30,422.08
9 701, SP 50nun Main Stop ea. I 662.37 662.37
10 701, SP 50nun Curb Stop and Box ea. I 697.35 697,35
11 RMDSS Hydrant with Storz Pumper Nozzle ea. 2 2,934.76 5,869.52
SP
Storm Sewer
12 421,SP Supply and Installation of 450nun m 89 121.98 10,856.22
dia. Drainage Culvert
13 421, SP Supply and installation of 600mm m 27 142.75 3,854.25
dia. Drainage Culvert
14 405 Supply and Installation of IOOnun m 1200 13.91 16,692.00
SP Subdrain
15 405 Supply and Installation of 150mm m 121 20.11 2,433.31
SP Subdrain
16 405 Supply and Installation of 200mm m 161 47.11 7,584.71
SP Subdrain
17 410 375 mm Dia. HDPE Perforated m 75 96.19 7,214.25
SP Pipe with Filter Sock
Page 3 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-13
In accordance with the fust paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the aDPlicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Ouantity Payment Item
Item No. Spee No. DescriDtion Unit Quantity Unit Price Total
18 410 450 mm Dia. HDPE Perforated m 96 120.23 II ,542.08
SP Pipe with Filter Sock
19 410 600 mm Dia. HDPE Perforated m 192 155.21 29,800.32
SP Pipe with Filter Sock.
20 410 750 mm Dia. HDPE Non- m 32 159.58 5,106.56
SP Perforated Outlet Control Structure
Discharge Pipe
21 407 1200 mm x 1200 mm Ditch Inlet ea. 6 4,761.20 28,567.20
SP Maintenance Holes - OPSD 702.040
Type A
22 206,407 Outlet Control Structure LS 14,621.33 14,621.33
410,1601
SP
23 512 Gabion Headwall and Spillway Pad m' II 456.86 5,025.46
SP
24 511 Rock Protection m' 32 168.02 5,376.64
. SP
Total Section B - (Carried to Summary) 338,615.11
.
SECTION C - SITE FEATURES
Baseball Diamonds: 335' foutlines and 400' centre field (Quantity reflects 2 fields)
25 SP Supply and Installation (915Omm ea. 2 35,523.15 71,046.30
(30')) Galvanized Ch.inlink
Backstop Fence Including
Excavation,Posts, Fabric, Footings
and Compaction As Per Contract
Drawings
26 Supply and Installation of 600mm ea. 2 58,206.64 116,413.28
(2') Brick Backstop Wall
27 SP Supply and Installation Galvanized ea. 4 5,762.54 23,050.16
Chainlink Dugout Fence, Including
Excavation, Posts, Fabric,
Footings, Roof Over Dugouts, and
Compaction As Per Contract
Drawings
28 Supply and Installation of 1200 mm ea. 4 20,916.68 83,666.72
(4') Brick Dugout Wall
29 Supply and Installation Dugout ea. 4 1,277.48 5,109.92
Retaining Curb
Page 4 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-I3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices,
Spec. No.
SP
(Pl
The numbers in thiscolunm refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Item No. Spec No. Descriotion Unit Quantity Unit Price Total
30 SP Supply and Installation (l80Omm m 640 126.23 80,787.20
(6')) Baseline, Bullpen and Outfield
Fence: Including Foul Posts, Fence
Posts, Fabric, Toprail Protector,
Excavation, Footings, Compaction
As Per Contract Drawings
31 314, SP Supply and Installation ofInfield m2 3110 21.10 65,621.00
Clay Including Excavation, Sport
Sand, 20 Series (Standard) Red
Infield Clav and Comoaction
32 314, SP Supply and installation of Clay m2 1015 15.33 15,559.95
Warning Track Including
Excavation, Clay Track Surfacer 20
and Compaction
33 355, SP Supply and Installation of Brick m2 115 61.69 7,094.35
Paver Du"out Surface
34 SP Supply and Installation of Player's ea. 8 840.56 6,724.48
Benches, As Per Manufacturer's
Specifications and Contract
Drawin"s
35 314, SP Supply and Install Clay Pitcher's ea. 1 1,806.43 1,806.43
Mound Including Excavation,
Mound Clay (Ground Shale), Infield
Surfacer, Granular 'A', and
Compaction
36 SP Supply and Install Mar-Co Pitcher's ea. I 342.74 342.74
Rubber in Clay Pitcher's Mound As
Per Manufacturer's Specifications
and Contract Drawings
37 SP Supply and Install Portable Pitcher's ea. 1 395.14 395.14
Mound, Installed As Per
Manufacturer's Specifications
38 SP Supply and Install Pitcher's Plate in ea. 5 88.56 442.80
Baseball Diamonds and Bullpens As
Per Manufacturer's Specifications.
39 SP Supply and Install Home Plate on ea. 6 100.49 602.94
Baseball Diamonds and in Bullpens
As Per Manufacturer's
Soecifications
Page 5 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-I3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Item No. Spec N!I. D~criJ)tion Unit Quantity Unit Price Total
40 SP Supply and Installation of 5-tier ea. 4 3,566.24 14,264.96
Aluminum Bleachers, As Per
Manufacturer's Specifications
S10pitch Diamonds: 290' foul lines and 320' centre field (Quantities Reflect 2 fields)
41 SP Supply and Installation Galvanized ea. 2 35,523.15 71,046.30
Chainlink Backstop Fence (915Omm
(30')) Il1Gluding Hood, Excavation,
Posts, Fabric, Footings and
Compaction As Per Contract
Drawings
42 SP Supply and Installation of ea. 4 5,721. 75 22,887.00
Galvanized Chain Link Dugout
Fence Including Fence Posts,
Fabric, Excavation, Footings, Roof
Over Dugout and Compaction As
Per Contract Drawings
43 SP Supply and Installation (1800 (6')) m 455 126.17 57,407.35
Baseline and Outfield Fence,
Including Foul Posts, Toprail
Protector, Excavation, Posts,
Fabric, Footings, Compaction As
Per Contract Drawings
44 314, SP Supply and Installation of Infield m' 2850 21.10 60,135.00
Clay Including Excavation, Sport
Sand, 20 Series (Standard) Red
Infield Clav and Comoaction
45 314, SP Supply and Installation of Clay m' 1010 15.33 15,483.30
Warning Track Including
Excavation, Clay Track Surfacer 20
and Comoaction
46 355,SP Supply and Installation of Brick m' 92 61.69 5,675.48
Paver Dugout Surface
47 SP Supply and Installation of Player's ea. 8 840.56 6,724.48
Benches, As Per Manufacturer's
Specifications and Contract
Drawings
48 SP Supply and Install Home Plate in ea. 2 100.49 200.98
Slopitch Diamonds As Per
Manufacturer's Soecifications
.
Page 6 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-13
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices.
Spec. No.
SP
(Pl
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantitv Payment Item
Item No. Soec No. Description Unit Quantity Unit Price Total
49 SP Supply and Installation of Pitcher's ea. 2 88.56 177.12
Plate in Slopitch Diamonds As Per
Manufacturer's Specifications
50 SP Supply and Installation of 5-tier ea. 4 3,163.39 12,653.56
Aluminum Bleachers, As Per
Manufacturer's Specifications
Maintenance Yard
51 SP Supply and Installation of 1800 mm m 80 125.15 10,012.00
(6') Galvanized Chain Link Utility
Fence Including Double Gate,
Single Gate, Excavation, Footings,
Compaction As Per Contract
Drawings
Paving
52 314, SP Supply and Placing of Granular 'A' t 4,025 27.87 112,176.75
Including Compaction and Fine
Grading
53 314, SP Supply and Placing of Granular' B' t 750 20.22 15,165.00
Including Compaction and Fine
Grading
54 310, SP Supply and Place 50 mm Hotmix t 290 88,81 ' 25,754.90
HL-3F Asphalt Pathway
55 310, SP Supply and Placing of Heavy Duty t 180 81.70 14,706.00
Asphalt, 40 mm HL-3, 50 mm HL-
4
56 351, SP Supply and Placing of Concrete 2 434 53.56 23,245.04
m
57 351, SP Supply and Placing of Integral m2 2,788 66.67 185,875,96
Coloured Concrete
Total Section C - (Carried to Summary) 1,132,254.59
SECTION D - PLANT MATERIAL
58 570, SP Supply and Installation of m' 15.000 4.65 69,750.00
Stockpiled Topsoil
59 206, SP Fine Grading LS 23,402.50 23,402.50
60 571, SP Sod 2 54,950 2.32 127,484.00
m
61 572, SP Seed m2 46,800 1.02 47,736.00
62 572, SP Naturalized Surface Treatment , Deleted 3.17 Deleted
m-
I
Page 7 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-13
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices.
Soec. No.
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Soecifications
Refers to Special Provisions
Plan Quantity Payment Item
Item No. Spec No. Descriution Unit Quantity Unit Price Total
63 570 Supply and Installation of Plant ea. 15 329.00 4,935.00
SP Material
a) Acer x 'freemanii', 60 mm
(Antumn Blaze Red Mao1e)
b) Acer saccharum ' Green ea. 20 329.00 6,580.00
Mountain', 60 mm (Green
Monntain Sugar Maole
c) Aesculus hippocastanum, 50 mm ea. 6 349.00 2,094.00
(Common Horse Chestnut)
d) Betula papyrifera, 45mm (Paper ea. 7 83.00 581.00
Birch - Clump Form)
g) Fraxinus americana' Autumn ea. 32 88.00 2,816.00
Purple', 60 mm (Autumn Purple
Ash
i) Ginkgo biIoba, 50 mm (Ginkgo) ea. 6 335.00 2,010.00
j) Gleditsia triacanthos 'Snnburst' , ea. 24 329.00 7,896.00
60 mm (Sunburst Honey1ocust)
I) Ostrya virginiana, 50 mm ea, 20 295,00 5,900.00
(Ironwood)
Quercus rubra, 60mm (Red Oak) ea. 12 342.00 4,104.00
SPRING DUG ONLY
r) Salix alba 'tristis', 50 mm ea. 6 297.00 1,782.00
(Golden Weening Willow)
f) Crataegus crusgalli var. inermis, ea. 9 272.00 2,448.00
60 mm (Thornless Cockspur
Hawthorn)
k) Malus 'Harvest Gold', 50 mm ea. Deleted 264.00 Deleted
(Harvest Gold Crabaoole)
p) Pyrus calleryana . Bradford', 50 ea. Deleted 315.00 Deleted
mm (Bradford Pear)
0) Prnnus virginiana 'Shubert', 50 ea. 8 272.00 2,176.00
mm (Shnbert ChokecherrY)
s) Syringa reticulata 'Ivory Silk', 50 ea. 4 308.00 1,232.00
mm (Ivorv Silk Tree Lilac)
Larix 1aricina, 150cm (Tamarack) ea. 12 188.00 2,256.00
m) Picea glauca, 150 mm (White ea. 25 202.00 5,050.00
Soruce)
n) Pinus strobus, 150 cm (White ea. 14 208.00 2,912.00
Pine)
Thuja occidentalis, 150cm (Eastern ea. 22 111. 00 2,442.00
White Cedar)
Page 8 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-I3
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No. CL2004-13 for the following unit prices.
Spec. No,
SP
(P)
The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Item No. Spec No. Description Unit Quantity Unit Price Total
Amelanchier canadensis, !OOcm ea. Il 174.00 1,914.00
(Serviceberry)
Cornus racemosa, 60cm (Gray ea. 23 37.00 851.00
Dogwood)
Prunus virginiana, l00cm (Choke ea. 17 39.00 663.00
Cherry)
Rhus typhina, l00cm (Staghorn ea. 20 37.00 740.00
Sumac)
Sambucus canadensis, l00cm ea. 20 42.00 840.00
(Elderberry)
Viburnum lentago, !OOcm ea. 5 43.00 215.00
(Naunyberry)
Viburnum triIobum, lOOcm ea. 13 43.00 559.00
(American Highbush Cranberry)
Total Section D - (Carried to Summary) 331,368.50
SECTION E - SITE FURNITURE
64 SP Supply and Install Trash Receptacle ea. 14 1,308.35 18,316.90
As Per Manufacturer's
Specifications
65 SP Supply and Installation of Drinking ea. Deleted 9,396.91 Deleted
Fountain As Per Manufacturer's
Svecifications
66 SP Supply and Installation of Park ea, 2 1,917.43 3,834.86
Benches Including Concrete
Footings, As Per Manufacturers
Soecifications (provisiOnal)
Total Section E - (Carried to Summary) 22,151.76
SECTION F - ELECTRICAL
67 16010 General Requirements L.S. 75,964.89 75,964.89
68 16700 Ball Field Lighting L.S. 437,098.70 437,098.70
73 SP Rough-in for Future Installation of ea 8 136.63 1,093.04
Public Address Speaker
Total Section F - (Carried to Summary) 514,156.63
Page 9 of 12 pages
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ITEMIZED BID
CONTRACT NO. CL2004-13
In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for
Contract No, CL2004-13 for the following unit prices.
Spec. No.
SP
(P)
The numbers in this column refer (0 the applicable issue of the Ontario Provincial Standard Specifications
Refers to Special Provisions
Plan Quantity Payment Item
Item No. Spec No. Description Unit Quantity Unit Price Total
SECTION G - ARCHITECTURAL
69 SP Fieldhouse Buildings (Provisional - LS Deleted 437,208.00 Deleted
See Item No. 69B)
69B Reduced Service Building Option LS I 47,000.00 47,000,00
70 SP Grandstand LS 81,976.50 81,976.50
71 SP Storage Building LS Deleted 71 ,046.30 Deleted
Total Section G - (Carried to Summary) 128,976.50
SECTION H - SANITARY
72 RMDSS Forcemain m Deleted 104.24 Deleted
SP
Total Section H - (Carried to Summary) Deleted
SUMMARY:
Sub-Total, Section A - Site Works 323,822.23
Sub-Total, Section B - Site Services 338,615.11
Sub-Total, Section C - Site Features 1,132,254,59
Sub-Total, Section D - Plant Material 331,368,50
Sub-Total, Section E - Site Furniture 22,151.76
Sub-Total, Section F- Electrical 514,156.63
Sub-Total, Section G - Architectural 128,976.50
Sub-Total, Section H - Sanitary Deleted
SUB-TOTAL (excluding GST) 2,791,345.32
GST (7% of Sub-Total) 195,394.17
TOTAL TENDER AMOUNT 2,986,739.49
ALTERNATE FillLDHOUSE PRICING
74 16700 Premium for Concrete Backfill for m3 16 339.91 5,438,56
Ball Field Lighting Poles (approx.
28 poles)
Tenderer's GST Registration No. Rl24580911
P: \42- 80205\SPECS\[ IlemBid-S ignDocs. ,Is; Low Bid
Page 10 of 12 pages
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AGREEMENT TO BOND (to be completed by Bondin!: Company)
CONTRACT NO. CL2004-13
Bond No.: 83-1632-0128-04
WE, the Undersigned, HEREBY AGREE to become bound as Surety for
RUTHERFORD CONTRACTING LTD.
in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a
Labour and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the Total Tender amount,
and conforming to the Instruments of Contract attached hereto, for the full and due performance of the works
shown or described herein, if the Tender for Contract No.CL2004-13 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
this
22nd
day of July
2004
A viva Insurance Company of Canada
Name of Bonding Company
Linda Handy
Signature of Authorized Person
Signing for Bonding Company
(BONDING COMPANY SEAL)
Attorney-In-Fact
Position
(This Form shall be completed and attached to the Tender Submitted),
Page 11 of 12 pages
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SCHEDULE OF TENDER DATA
CONTRACT NO. CL2004-13
The work specified in the Contract shall be performed in strict accordance with the following Schedule:
A.
TENDER FORM: General
Itemized Bid
Agreement to Bond
Schedule of Tender Data
STANDARD TREMS AND CONDITIONS
INSTRUCTIONS TO TENDERERS
SPECIAL PROVISIONS - GENERAL
SPECIAL PROVISIONS - TENDER ITEMS
Pages I and 2
Pages 3 to 10
Page 11
Page 12
Pages I to 9
Pages 1 to 5
Pages 1 to 14
Pages I to 23
(Electrical - I to 18 & 1 to 6)
B.
C.
D.
E.
F. STANDARDS
G. PLANS: Drawings No. LOI-L13, 101, AOI-A08, MOI-M03 and EOI-E05
H STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable
edition of the following Ontario Provincial Standard Specifications.
OPSS No. Date OPSS No. Date OPSS No. Date
127 Current 351 Sept. 1996 511 November 2001
128 Current' 355 Sept. 19% 421 April 1999
201 November 2003 405 February 1990 570 August 1990
206 November 2000 407 Nov, 2001 571 November 2001
310 November 2001 410 April 1999 572 November 2003
314 December 1993 510 April 2003 701 November 2003
I. GEOTECHNICAL INVESTIGATION (Borehole Logs)
J. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999)
The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the terms
contained herein.
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. CL2004-13, executed by me/us bearing date the 18th day Qf :A.ugnst~ .. 20~
and we have fully re all related documents to tender data as listed above.
SIGNATURE:
Vki> PresUlem
POSITION
- -~
NAME OF FIRM RUTHERFORD CONTRACTING LTD.
(COMPANY SEAL)
Privacy LeRislation
Federal legislation governs the collection and use of personal information from individuals. We represent and warrant to the owner that
we have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner in this tender.
This 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, CL2004-13,
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2004-13
STANDARD TERMS AND CONDITIONS
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STANDARD TERMS AND CONDITIONS
The Municipality of Clarington's "Standard Terms and Conditions" shall apply to this Contract
except where noted below.
. Clause 8 of the "Standard Terms and conditions" shall be superceded by Clause 8,
"Payments" of the "Special Provisions - General" Section of the Contract.
. Clause 15 of the "Standard Terms and conditions" shall be superceded by Clause 2,
"Guaranteed Maintenance" of the "Special Provisions - General" Section of the
Contract.
. Clause 16 of the "Standard Terms and Conditions" is not applicable to this Contract.
. Clause 23 of the "Standard Terms and Conditions" shall be superceded by Clause
6.03.02 of the OPS General Conditions of Contract (September 1999) which requires a
$5,000,000,00 liability coverage.
. Clause 26 of the "Standard Terms and Conditions" shall be superceded by Clause 20,
"Workplace Hazardous Materials Information System (WHMIS)".
MydocsJCL-5tandardTermsandCon
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STANDARD TERMS AND CONDITIONS
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1,
DEFINITIONS
Municipality - The Corporation of the Municipality of Clarington, its successors and assigns.
Bidder - The person, firm or corporation submitting a bid to the Municipality.
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Company - The person, contractor, firm or corporation to whom the Municipality has awarded the
contract, it successors and assigns.
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Contract - The purchase order authorizing the company to perform the work, purchase order
alterations, the document and addenda, the bid, and surety,
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Subcontractor - A person, firm or corporation having a contract with the company for, or any part of,
the work.
Document - The document(s) issued by the Municipality in response to which bids are invited to
perform the work in accordance with the specifications contained in the document.
Bid - An offer by a Bidder in response to the document issued by the Municipality.
Work - All labour, materials, products, articles, fixtures, services, supplies, and acts required to be
done, furnished or performed by the company, which are subject to the Contract.
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2,
SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #94-129
and will apply for the calling, receiving, and opening of bids, The Municipality will be responsible for
evaluating bids, awarding and administering the contract In accordance with the Purchasing By-law.
The bid must be submitted on the form(s) and in the envelope supplied by the Municipality uniess
otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier
envelopes or other coverings.
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The bid must be signed by a designated signing officer of the Bidder.
If a joint bid is submitted, it must be signed on behalf of each of the Bidders.
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The bid must be legibie, written in ink, or typewritten. Any form of erasure, strikeout or over-writing
must be initialled by the Bidder's authorized signing officer.
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The bid must not be restricted by a covering letter, a statement added, or by alterations to the
document unless otherwise provided herein.
Failure to return the document or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
A bid received after the closing date and time will not be considered and will be returned, unopened.
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Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning,
intent or ambiguity, the decision of the Municipality shall be final.
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STANDARD TERMS AND CONDITIONS (continued)
3.
CONTRACT
The contract consists of the documents aforementioned.
The contract and portions thereof take precedence in the order in which they are named above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply work which is fit and suitable for the
Municipality's intended use and complete for a particular purpose.
None of the conditions contained in the Bidder's standard or general conditions of sale shall be of
any effect unless expiicitiy agreed to by the Municipality and specifically referred to in the purchase
order.
4.
CLARIFICATION OF THE DOCUMENT
Any clarification of the document required by the Bidder prior to submission of its bid shall be
requested through the Municipality's contact identified in the document. Any such clarification so
given shall not in any way alter the document and in no case shall oral arrangements be considered.
Every notice, advice or other communication pertaining thereto will be in the form of a written
addendum.
No officer, agent or employee of the Municipality is authorized to alter orally any portion of the
document.
5.
PROOF OF ABILITY
The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as
well as that of any proposed subcontractor, to perform the work by the specified delivery date.
6.
DELIVERY
Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by
the Company as soon as possible and in any event within the period set out herein as the
guaranteed period of delivery or completion after receipt of a purchase order therefor.
A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or
equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other
such receiver shall not bind the Municipality to accept the work covered thereby, or the particulars of
the del ivery ticket or piece tally thereof.
Work shall be subject to further inspection and approval by the Municipality.
The Company shall be responsible for arranging the work so that completion shall be as specified in
the contract.
Time shall be of the essence of the contract
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STANDARD TERMS AND CONDITIONS (continued)
7.
PRICING
Prices shall be in Canadian Funds, quoted separateiy for each item stipulated, F.O.B. destination.
Prices shall be firm for the duration of the contract
Prices bid must include all incidental costs and the Company shall be deemed to be satisfied as to
the full requirements of the bid. No claims for extra work will be entertained and any additional work
must be authorized in writing prior to commencement. Should the Company require more
information or clarification on any point, it must be obtained prior to the submission of the bid.
Payment shall be full compensation for all costs related to the work, including operating and
overhead costs to provide work to the satisfaction of the Municipality,
All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other
charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax
shall be extra and not shown, uniess 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 appiicable to work specified in this document
subsequent to its submission by the Bidder and before the delivery of the work covered thereby
pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the price
of work shall be made to compensate for such changes as of the effective date thereof,
8.
TERMS OF PAYMENT
Where required by the Construction Lien Act appropriate monies may be held back until 60 days
after the completion of the work,
Payments made hereunder, including final payment shall not relieve the company from its obligations
or liabilities under the contract.
Acceptance by the company of the final payment shall constitute a waiver of claims by the company
against the Municipality, except those previously made in writing in accordance with the contract and
still unsettled.
The Municipality shall have the right to withhold from any sum otherwise payable to the company
such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction
of it.
Payment rnay be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract
requirements being completed and work being deemed satisfactory.
g.
PATENTS AND COPYRIGHTS
The company shall, at its expense, defend all claims, actions or proceedings against the Municipality
based on any allegations that the work or any part of the work constitutes an infringement of any
patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages,
charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned
to the Municipality by reason thereof.
The company shall pay all royalties and patent iicense fees required for the work.
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9.
10.
11.
12.
13.
14.
15.
STANDARD TERMS AND CONDITIONS (continued)
PATENTS AND COPYRIGHTS- cont'd
If the work or any part thereof is in any action or proceeding held to constitute an infringement, the
company shall forthwith either secure for the Municipality the right to continue using the work or shall
at the company's expense, replace the infringing work with non-infringing work or modify it so that
the work no longer infringes.
ALTERNATES
Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be
final. Any bid proposing an alternate will not be considered unless otherwise specified herein.
EQUIVALENCY
Any opinion determined by the Municipality with respect to equivalency shall be final.
ASSIGNMENT AND SUBCONTRACTING
The company shall not assign or subcontract the contract or any portion thereof without the prior
written consent of the Municipality.
FINANCING INFORMATION REQUIRED OF THE COMPANY
The Municipality is entitled to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfill the Municipality's obligations under the Contract.
LAWS AND REGULATIONS
The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and
by-laws pertaining to the work and its performance. The company shall be responsible for ensuring
similar compliance by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance with the laws of the Province of
Ontario.
CORRECTION OF DEFECTS
If at any time prior to one year after the actual delivery date or completion of the work (or specified
warranty/guarantee period if longer than one year) any part of the work becomes defective or is
deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the
requirements of the contract, the company, upon request, shall make good every such defect,
deficiency or failure without cost to the Municipality. The company shall pay all transportation costs
for work both ways between the company's factory or repair depot and the point of use.
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18.
STANDARD TERMS AND CONDITIONS (continued)
16.
BID ACCEPTANCE
The Municipality reserves the right to award by item, or part thereof, groups of items, or parts
thereof, or all items of the bids and to award contracts to one or more bidders submitting identical
bids as to price; to accept or reject any bids in whole or in part; to waive irregularities and omissions,
if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the
Municipality for its decision in this regard.
Bids shall be irrevocable for 90 days after the official closing time.
The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award
to a bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to
the extent described in the notice of award.
17
DEFAULT BY COMPANY
a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its
insolvency or in respect of any of its property; or if the company makes a general
assignment for the benefit of its creditors; then, in any such case, the Municipality may,
without notice: terminate the contract.
b. If the company: fails to comply with any request, instruction or order of the Municipality; or
fails to pay its accounts; or fails to comply with or persistently disregard statutes, regulations,
by-laws or directives of relevant authorities relating to the work; or fails to prosecute the work
with skill and diligence; or assigns or sublets the contract or any portion thereof without the
Municipality's prior written consent; or refuses to correct defective work; or is otherwise in
default in carrying out its part of any of the terms, conditions and obligations of the contract,
then, in any such case, the Municipality may, upon expiration of ten days from the date of
written notice to the company, terminate the contract.
c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to
any other rights or remedies the Municipality may have and without incurring any liability
whatsoever in respect thereto.
d. If the Municipality terminates the contract, it is entitled to:
i) take possession of all work in progress, materials and construction equipment then
at the project site (at no additional charge for the retention or use of the construction
equipment), and finish the work by whatever means the Municipality may deem
appropriate under the circumstances;
Ii) withhold any further payments to the company until the completion of the work and
the expiry of all obligations under the Correction of Defects section;
Iii) recover from the company loss, damage and expense incurred by the Municipality
by reason of the company's default (which may be deducted from any monies due
or becoming due to the company, any balance to be paid by the company to the
Municipality).
CONTRACT CANCELLATION
The Municipality shall have the right, which may be exercised from time to time, to cancel any
uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation,
the Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to
the Company for loss of anticipated profit on the cancelled portion or portions of the work.
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20.
21.
22.
STANDARD TERMS AND CONDITIONS (continued)
19.
QUANTITIES
Unless otherwise specified herein, quantities are shown as approximate, are not guaranteed to be
accurate, are furnished without any liability on behalf of the Municipality and shall be used as a basis
for comparison only.
Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the
Municipality.
SAMPLES
Upon request, samples must be submitted strictly in accordance with instructions. If samples are
requested subsequent to opening of bids, they shall be delivered within three (3) working days
following such request, unless additional time is granted. Samples must be submitted free of charge
and will be returned at the bidder's expense, upon request, provided they have not been destroyed
by tests, or are not required for comparison purposes.
The acceptance of samples by the Municipality shall be at its sole discretion and any such
acceptance shall in no way be construed to imply relief of the company from its obligations under the
contract.
Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
SURETY
The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to
satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or
money order or other form of surety, in an amount determined by the Municipality. This surety may
be held by the Municipality until 60 days after the day on which all work covered by the contract has
been completed and accepted. The surety may be returned before the 60 days have elapsed
providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out
the work have expired or have been satisfied and that a Certificate of Clearance from the (WSIB)
Workplace Safety and Insurance Board Board has been received.
The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy
fidelity bonding requirements by providing such bonding in an amount and form determined by the
Municipality.
Failure to furnish required surety within two weeks from date of request thereof by the Municipality
shall make the award of the Contract by the Municipality subject to withdrawal.
WORKPLACE SAFETY AND INSURANCE BOARD
All of the Company's personnel must be covered by the insurance plan under the Workplace Safety
and Insurance Act, 1997. Upon request by the Municipality, an original Letter of Good Standing for
the Workplace Safety and Insurance Board shall be provided prior to the commencement of Work
indicating all payments by the Company to the Board have been made. Prior to final payment, a
Certificate of Clearance must be issued indicating all payments by the Company to the Board in
conjunction with the subject Contract have been made and that the Municipality will not be liable to
the Board for future payments in connection with the Company's fulfilment of the contract. Further
Certificates of Clearance or other types of certificates shall be provided upon request.
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23.
24.
25.
26.
STANDARD TERMS AND CONDITIONS (continued)
INSURANCE
The company shall maintain and pay for Comprehensive General Liability insurance including
premises and all operations. This insurance coverage shall be subject to limits of not less than
$3,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such
other coverage or amount as may be requested.
The policy shall include the Municipality as an additional insured in respect of all operations
performed by or on behalf of the Company. A certified copy of such policy or certificate shall be
provided to the respective participant prior to commencement of the work. Further certified copies
shall be provided upon request.
LIABILITY
The company agrees to defend, fully indemnify and save harmless the Municipality from all actions,
suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury
including death to any person and all damage to any property which may arise directly or indirectly by
reason of a requirement of the contract, save and except for damage caused by the negligence of
the Municipality or its employees.
The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all
charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality
or any of its employees shall be made a party to any charge under the Occupational Health and
Safety Act in relation to any violation of the Act arising out of this contract.
VISITING THE SITE
The Company shall carefully examine the site and existing building and services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions.
No claim for extra payment will be allowed for work or difficulties encountered due to conditions of
the site which were visible or reasonably inferable, prior to the date of submission of Tenders.
Bidders shall accept sole responsibility for any error or neglect on their part in this respect.
SAFETY
The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations,
Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or
to the Employees of the Company. Without limiting the generality of the foregoing, the Company
shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and
Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or
arising out of the performance of the Company's obligations under this Contract.
The Company shall be aware of and conform to all governing regulations including those established
by the Municipality relating to employee health and safety. The Company shall keep employees and
subcontractors informed of such regulations.
The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
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28.
29.
30.
31.
STANDARD TERMS AND CONDITIONS (continued)
27.
UNPAID ACCOUNTS
The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating
to the work. The Municipality shall have the right at any time to require satisfactory evidence that the
work in respect of which any payment has been made or is to be made by the Municipality is free
and clear of liens, attachments, claims, demands, charges or other encumbrances.
SUSPENSION OF WORK
The Municipality may, without invalidating the contract, suspend performance by the company from
time to time of any part or all of the work for such reasonable period of time as the Municipality may
determine.
The resumption and completion of work after the suspension shall be governed by the schedule
established by the Municipality.
CHANGES IN THE WORK
The Municipality may, without invalidating the contract, direct the Company to make changes to the
work. When a change causes an increase or decrease in the work, the contract price shall be
increased or decreased by the application of unit prices to the quantum of such increase or
decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the
Municipality and the Company. All such changes shall be in writing and approved by the
Municipality.
CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality
in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a
Company or own a Company which sells goods or services to the Municipality.
MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPA)
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 pursuant to the Act.
Offerers are reminded to identify in their proposal material any specific scientific, technical,
commercial, proprietary, or similar confidential information, the disclosure of which could cause them
injury. Complete proposals are not to be identified as confidential.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2004-13
INSTRUCTIONS TO TENDERERS
Sf42-80205ISpecsJ8020S-IT
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INDEX
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2004-13
CLAUSE
SUBJECT
PAGE
1. GENERAL. ...... ....... .... .... ....... ..... ...... ...... ...... ...... .... ...... ...... ..... ...... ...... ..... ..... . ...... ..... 1
2. BLANK FORM OF TENDER........... ............................................................. ..... ........... 1
3. TENDER DEPOSITS.......... ...... ...... ...... ............ ..... ..... ...... ...... ...... ........... ..... ....... .......... 1
4. BONDS ....... ...... ............... ...... ...... ............ ..... .......... ...... ....... ................ ..... ........ .........2
5. RIGHT TO ACCEPT OR REJECT TENDERS...................................................................... 2
6. UNACCEPTABLE TENDERS .......................................................................................... 2
7. ABILITY AND EXPERIENCE OF TENDERER .................................................................... 2
8. PROVINCIAL SALES TAX................................... .......................................................... 2
9. GOODS AND SERVICES TAX (GST) .............................................................................. 3
10. EXECUTE CONTRACT DOCUMENTS.............................................................................. 3
11. COMMENCEMENT OF WORK....... ...... ...... ....... .......... ...... ...... ...... ...... .... ...... ....... ....... .... 3
12. LOCATION 3
13. SOILS INFORMATION AND CROSS-SECTIONS ................................................................. 3
14. TENDERERS TO INVESTIGATE .................................................................................... 4
15. INQUIRIES DURING TENDERING................................................................................... 4
16. AWARD OF THE CONTRACT ........................................................................................ 4
17. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACTADMINISTRATOR........... 4
18. ADDENDA ....... ...... ............... ....... ...... ....... .......... ..... ...... ............ ....... .......... ...............4
19. UTILITIES.................................................................................................................. 5
20. TENDER OPENING MEETING................... ..................... ....... ................. ............ ............ 5
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PAGE ONE
INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2004-13
1.
GENERAL
SEALED Tenders plainly marked "Contract No. CL2004-13 " will be received until:
2:00:00 p.m., LOCAL TIME, FRIDAY, AUGUST 6,2004
and shall be addressed to:
Ms. Patti Barrie, Clerk
Corporation of the Municipality of Clarington
Municipal Administration Centre
40 Temperance Street
Bowmanville, ON. 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
defined below, made payable to the Authority, as a guarantee for the execution of the Contract.
Totlll Tender Amount MinimUlIl Depllsit
~~~e9...
$ 20,000.00 or less $1,000.00
20,000.01 to 50,000.00 2,000.00
50,000.01 to 100,000.00 5,000.00
100,000.01 to 250,000.00 10,000.00
250,000.01 to 500,000.00 25,000.00
500,000.01 to 1,000,000.00 50,000.00
1,000,000.01 to 2,000,000.00 100,000.00
2,000,000.01 and over 200,000.00
All deposits will be returned within ten days after the Tenders have been opened except those
which the Authority elects to retain until the successful tenderer has executed the Contract
Documents.
The retained tender deposits will be returned when the successful Tenderer has fully complied
with the conditions outlined in the Contract Documents.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2004-13
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 carryon 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. CL2004-13
3.
9. GOODS AND SERVICES TAX (GST)
The Tenderer shall NOT include any amount in his tender unit prices for the Goods and
Services Tax. The GST will be shown on each payment certificate and will be paid to the
Contractor in addition to the amount certified for payment and will therefore not affect the
Contract unit prices.
10. EXECUTE CONTRACT DOCUMENTS
Tenders shall be open for acceptance for a period of 30 days after the closing date. After this
time the tender may only be accepted with the consent of the successful Tenderer.
The successful Tenderer shall execute the Contract Documents and furnish the required bonds
within 10 calendar days of receipt of notification of Acceptance of Tender.
Failure by the successful Tenderer to meet the above requirements will entitle the Authority to
cancel the award of the Contract and to retain the tender deposit as compensation for damages
sustained due to the successful Tenderer's default. The Authority may then award the Contract
to one of the other Tenderers or take such other action as it chooses.
11. COMMENCEMENT OF WORK
The successful Tenderer shall commence work at the site within 7 calendar days of the official
commencement date as specified in the written order issued in accordance with GC7.01.02 of
the General Conditions.
12. LOCATION
The work is located north of 40 I, east of Maple Grove Drive on the corner of Baseline Road
and Green Road, Bowmanville, Municipality of Clarington.
13. SOILS INFORMATION AND CROSS-SECTIONS
A geotechnical investigation has been undertaken on behalf of the Authority. The results
provided are for information only and are not guaranteed by the Authority. A copy of the
Geotechnical Report is included with the Tender Documents as listed in the "Schedule of
Tender Data" .
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Design cross-sections may also be viewed for information purposes at the same location.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2004-13
4.
14. TENDERERS TO INVESTIGATE
Tenderers must satisfy themselves by personal examination of the site and by such other means
as they may prefer as to the actual conditions and requirements of the work.
The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are
commensurate with the nature of the work.
It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works,
determine the location of any buried or obstructing services and make satisfactory
arrangements for interference with such service with the proper jurisdictional agency.
15. INQillRIES 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: Mike Hubicki, OALA or Ron Albright, P.Eng.
16. AWARD OF THE CONTRACT
The award of this Contract is subject to the approval of the Corporation of the Municipality of
Claringtou
17. DEFINITION OF OWNER/AUTHORITY AND
ENGINEER/CONTRACTADMINISTRA TOR
Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall
be interpreted as meaning the "Corporation of the Municipality of Clarington"
Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the
"Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington".
Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be
deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as
may be authorized by the Authority to act in any particular capacity.
18. ADDENDA
The Contractor shall ensure that all addenda issued during the tendering period are attached as
part of the submitted bid. Failure to do so will result in disqualification of the bid.
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INSTRUCTIONS TO TENDERERS
CONTRACT NO. CL2004-13
5.
19. UTILITIES
Plans illustrating proposals for the relocation of utilities are available for inspection at the
office of the Contract Administrator.
For additional information regarding existing utilities the Contractor may contact the following
personnel:
Veridian Hydro:
Mr. Peter Petriw, P.Eng.
Tel: 888-420-0070 ext. 3252
Consumer Gas:
Mr. Frank Cholewa
Tel: 800-361-0621
Bell Canada:
Mr. Mark Clarey
Tel: 905-433-3632
Rogers Cable Inc.:
Ms. Cindy Ward
Tel: 905-436-4138
20. 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.1, Main Floor, 40 Temperance Street, Bowmanville, Ontario
and interested bidders are invited to attend.
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2004-13
SPECIAL PROVISIONS - GENERAL
P/42-80205!Specs/80205-SPG
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INDEX
SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2004-13
CLAUSE
SUBJECT
PAGE
1. PLAN QUANTITY ITEMS...................................................................................1
2. GUARANTEED MAINTENANCE.... ...... ..... ...... ..... ....... ...... ........ ..... ................. ..... 1
3. CONTRACT TIME AND LIQUIDATED DAMAGES ................................................. I
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE .............................................2
5. OPS GENERAL CONDITIONS ............................................................................. 2
6. LAYOUT ......................................................................................................... 3
7. RESTRICTIONS ON OPEN BURNING................................................................... 3
8. PAYMENTS .......... ...... .......... ..... ...... ..... ....... ..... ...... ....... ....... ................. .......... 3
9. UTILITIES.. ................ ...... ..... ...... ........... ............ ...... ....... ...... ........... ...... .........4
10. HAUL ROADS.. ........... ......... ....... ..... ...... ...... ..... ....... ....... ...... ...... ............ .......4
11. DUST CONTROL.... .......... ..... ....... ..... ...... ...... ..... ....... ........ ....... .......... ...... ...... 4
12. TRAFFIC CONTROL, FLAGGING ....................................................................5
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS .......................................5
14. MAINTENANCE OF TRAFFIC..........................................................................5
15. EMERGENCY AND MAINTENANCE MEASURES................................................ 6
16. ENGINEERING FIELD OFFICE ........................................................................6
17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL.................................... 7
18. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES.8
19. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) .........9
20. SPILLS REPORTING ......................................................................................9
21. PROTECTION OF WATER QUALITy.............................................................. 10
22. TRAFFIC AND STREET SIGNS....................................................................... 10
23. GARBAGE COLLECTION............. ........... ....... ..... ............... ..... ...... ............ .... 10
24. ASPHALT MIX DESIGNS............................................................................... 10
25. REVIEW OF SHOP/WORKING DRAWINGS ..................................................... II
26. AMENDMENT TO OPSS 1820; CONCRETE PIPE ............................................... II
27. DELIVERY OF TEST SAMPLES...................................................................... 12
28. PREPARATION AND POSTING OF REQUIREMENTS FOR WORK IN CONFINED
SPACES.............................................................................................................. 12
29. CONFINED SPACE ENTRy............................................................................ 13
30. ENTRY ONTO PRIVATE PROPERTy.............................................................. 13
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INDEX - SPECIAL PROVISIONS-GENERAL
CONTRACT NO. CL2004-13
(ii)
CLAUSE
SUBJECT
PAGE
31. STORAGE AREAS ........................................................................................ 13
32. GENERAL LIABILITY INSURANCE................................................................ 14
33. CONSTRUCTION LIEN ACT .......................................................................... 14
34. PROPERTY OWNER'S RELEASE OF PRIV A TEL Y OWNED LAND USED BY THE
CONTRACTOR ...... ....... ..... .... ...... ...... ........ ....... ...... ...... ...... ....... ............. ..... 15
SCHEDULE 'c' - POLICY AND PROCEDURES
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PAGE ONE
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
I. PLAN QUANTITY ITEMS
Measurement for payment of the items designated (P) in the itemized bid is by plan quantity as may
be revised by adjusted plan quantity.
2. GUARANTEED MAINTENANCE
Section GC7.l5.02 of the General Conditions is revised in that the Contractor shall guarantee and
maintain the entire work called for under this Contract for a period of twenty-four (24) months.
The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all
defects or deficiencies in the work, both during the construction and during the period of
maintenance as aforesaid. The Contractor shall commence repairs on any work identified as
defective under this clause within 48 hours of receipt of notice from the Authority or the Contract
Administrator.
The decision of the Authority and the Contract Administrator shall be final as to the necessity for
repairs or for any work to be done under this Section.
3. CONTRACT TIME AND LIQillDATED DAMAGES
(I) Time
Time shall be the essence of this contract.
For purposes of this Contract, GC1.04 of the General Conditions is revised, in that Contract
Time means the time stipulated herein for Completion of the Work as defined in Clause
GC1.06.
(2) Progress of the Work and Contract Time
The charging of working days shall commence on August 23, 2004 and the Contractor shall
diligently prosecute the work on this contract to completion on or before the expiration of
130 working days from the date of commencement.
If the contract time above specified is not sufficient to permit completion of the work by the
Contractor working a normal number of hours each day or week on a single daylight shift
basis, it is expected that additional and/or augmented daylight shifts will be required
throughout the life of the contract to the extent deemed necessary by the Contractor to insure
that the work will be completed within the contract time specified. Any additional costs
occasioned by compliance with these provisions will be considered to be included in the
prices bid for the various items of work and no additional compensation will be allowed
therefore.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
2.
Working days shall be charged until the date of completion of the work as set out in the
Certificate of Completion issued in accordance with GC8.02.03.06.
(3) Working Day
Working Day as defined in GC I. 04 is modified by the addition of the following under
Paragraph (a):
Except any day from inclusive, even though the Contractor may
elect to carry out any approved work as called for under this Contract during this period.
The Contract Adntinistrator will furnish to the Contractor for his signature a weekly
"Statement of Record of Working Days". The Contractor will be allowed two weeks in
which to file a written protest setting forth in what respects the said weekly statement is
incorrect, otherwise, the statement shall be deemed to have been accepted by the Contractor
as correct.
(4) Liquidated Damages
It is agreed by the parties to the contract that in case all the work called for under the contract
is not completed within the number of working days as set forth in the special provisions or
as extended in accordance with Section GC3.07 of the General Conditions, a loss or damage
will be sustained by the Authority. Since it is and will be impracticable and extremely
difficult to ascertain and determine the actual loss or damage which the Authority will suffer
in the event of and by reason of such delay, the parties hereto agree that the Contractor will
pay to the Authority the sum of ONE THOUSAND DOLLARS ($1,000) as liquidated
damages for each and every calendar day's delay in achieving completion of the work in
excess of the number of working days prescribed. It is agreed that this amount is an estimate
of the actual loss or damage to the Authority which will accrue during the period in excess of
the prescribed number of working days.
The Authority may deduct any amount under this paragraph from any moneys that may be
due or payable to the Contractor on any account whatsoever. The liquidated damages
payable under this paragraph are in addition to and without prejudice to any other remedy,
action or other alternative that may be available to the Authority.
4. CONTRACTOR'S AUTHORIZED REPRESENTATIVE
Authorized representative as referenced in GC7.01.09 is defined as an employee of the
Contractor.
5. OPS GENERAL CONDITIONS
Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as
meaning the OPS General Conditions of Contract, September 1999.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
3.
6. LAYOUT
Section GC7.02, Layout, is hereby revised by the deletion of Parts 03),04),05), and 06), and by
the addition of the following:
The Contract Administrator shall lay out and establish the primary alignment and grade controls
necessary for construction. The Contractor shall provide the Contract Administrator with
sufficient advance notice of his requirements to permit appropriate scheduling of the layout work.
The layout performed by the Contract Administrator shall be sufficient to permit construction of
the work by the Contractor in compliance with the Contract Documents, but shall not relieve the
Contractor of his responsibility for the provision of qualified personnel and normal tools of the
trade, as necessary for the transfer or setting of the secondary lines and grades from the primary
controls provided. Tools of the trade are interpreted to include but not necessarily be limited to
hand and line levels, boning rods, tape measures, lasers, etc.
7. RESTRICTIONS ON OPEN BURNING
Open fires will not be permitted within the limits of this Contract. Brush and debris may as an
alternative to burning, be disposed of outside the Contract Limits and in compliance with the
requirements specified elsewhere for Management and Disposal of Excess Material.
8. PAYMENTS
Except as herein provided, payments under this Contract will be made in accordance with Section
GC8.02.03 of the General Conditions.
Notwithstanding the provisions of the General Conditions respecting certification and payment,
the Authority may withhold 2-1/2 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 2-112%, the Contractor shall supply a Statutory Declaration as defmed in GC8.02.03.07
03)(b) and advertise the Certificate of Substantial Performance per GC8.02.03.04(03).
The Completion Payment Certificate to include statutory holdback release, will be issued within
120 days after the date for completion as specified under GC1.06. The date for interest due to
late payment shall commence following 180 days after the date of completion of the work.
As a condition of the final holdback payment, the Contractor shall provide the required Property
Owner's Releases as specified elsewhere, as appropriate.
The Contractor shall include in his price for the publication of the Certificate of Substantial
Performance. Publication is mandatory whether Contractor requests Substantial Performance or
not.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
4.
The Contractor is advised that the Authority may withhold payment on Interim and Holdback
Release Certificates up to 30 calendar days from the date of receipt of the executed Payment
Certificates.
9. UTILITIES
Sections GC2.0l and GC7.l2 02) of the General Conditions are deleted in their entirety and are
replaced by the following:
The Contractor shall be responsible for the protection of all utilities at the job site during the time
of construction.
The Authority will be responsible for the relocation of utilities where required. However, no
claims will be considered which are based on delays or inconvenience resulting from the
relocation not being completed before the start of this Contract.
The location and depth of underground utilities shown on the Contract drawings, are based on the
investigations made by the Authority. It is, however, the Contractor's responsibility to contact
the appropriate agencies for further information in regard to the exact location of all utilities, to
exercise the necessary care in construction operations and to take such other precautions as are
necessary to safeguard the utilities from damage.
10. HAUL ROADS
When so required by the Contract Administrator, payment for maintenance and restoration of
haul roads will be made for the materials provided and the work performed as specified, at tender
prices, or at negotiated prices.
11. DUST CONTROL
As a part of the work required under Section GC7.06 of the General Conditions, the Contractor
shall take such steps as may be required to prevent dust nuisance resulting from his operations
either within the right-of-way or elsewhere or by public traffic where it is the Contractor's
responsibility to maintain a roadway through the work.
Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and
grinders of the wet type shall be used together with sufficient water to prevent the incidence of
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
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
s.
acceptable levels, shall be paid for by the Authority at the contract prices for Application of
Water or Application of Calcium Chloride.
12. TRAFFIC CONTROL, FLAGGING
Flagging for traffic control on this Contract shall be in conformance with the procedure outlined
in OTM Book 7 (Ontario Traffic Manual).
Each flagman shall, while controlling traffic, wear the following:
(i) an approved fluorescent blaze orange or fluorescent red safety vest, and
(ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and
(iii) an approved fluorescent blaze orange or fluorescent red hat.
13. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS
In accordance with Section GC7.06 of the General Conditions, the Contractor is responsible for
the supply, erection, maintenance and subsequent removal of all temporary traffic controls,
including signs, lights, barricades, delineators, cones, etc., required on the work.
Traffic controls shall be provided in general accordance with the latest edition of the "OTM
Book 7". As a minimum requirement and without restricting the Contract Administrator or the
Authority in requiring further controls, the following signs shall be supplied:
Sign Number
Sign Message
Number
Required
3
1
TC-1
TC-31L
CONSTRUCTION ZONE AHEAD
TRUCK ENTRANCE
Traffic controls shall be operational before work affecting traffic begins.
14. MAINTENANCE OF TRAFFIC
Two (2) lanes of traffic are to be maintained on Green Road at all times.
It is understood that implementation of traffic controls will require ongoing review and
adjustment to suit construction operations.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
6.
No deviation from the above procedure will be allowed except with the approval of the
Engineer.
Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface
within the contract limits in a condition satisfactory to the Engineer and such that any emergency
vehicles may have immediate access to any building located within the limits of this Contract.
The Contractor shall be responsible for all signing at the contract limits and within the contract
limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be
the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services
of road closures at least 24 hours in advance of such closures and to notify these same authorities
when such closures are no longer in effect.
It is the Contractor's responsibility to advertise all road closures in local newspapers a minimum
of one week in advance of such closure. The newspaper advertisement shall indicate the date of
closing of the roadway and the length of time for which the road will be closed. This advertising
is in addition to the notification required for Police, Fire, Hospital and Ambulance as indicated
above.
The Contractor shall be responsible for all detour signing outside the contract limits.
15. EMERGENCY AND MAINTENANCE MEASURES
Whenever the construction site is unattended by the general superintendent, the name, address
and telephone number of a responsible official of the contracting firm, shall be given to the
Contract Administrator. This official shall be available at all times and have the necessary
authority to mobilize workmen and machinery and to take any action as directed by the Contract
Administrator in case emergency or maintenance measures are required regardless whether the
emergency or requirement for maintenance was caused by the Contractor's negligence, act of
God, or any cause whatsoever.
Should the Contractor be unable to carry out immediate remedial measures required, the
Authority will carry out the necessary repairs, the costs for which shall be charged to the
Contractor .
16. ENGINEERING FIELD OFFICE
The Contractor, shall, at no additional expense to the Authority, supply an office for the
exclusive use of the Contract Administrator. This office shall be located as directed by the
Eugineer, but in no case shall be more than one kilometre from the Contract limit.
The Contract Administrator's office shall have a minimum of 17 m' of floor area, with a clear
ceiling height of not less than 2.3 m, weatherproof, insulated walls and roof and a tight wooden
floor raised at least 0.3 m clear of the ground. The office shall be fitted with a minimum of two
glazed windows, both of which can be opened and are fitted with screens. The door shall have a
reliable lock, all keys for which shall be in the care of the Contract Administrator. The
Contractor shall supply electric light, heat when required, and an air conditioner of 8,000 BTU
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
7.
minimum when required, to the Contract Administrator's satisfaction and shall furnish the office
with a minimum of one desk with drawers, one drafting table, five chairs, two drafting stools,
one filing cabinet, a waste paper basket and a broom.
Where the Contractor elects to supply a combination office for the use of the Contract
Administrator and his own staff, the minimum requirements for the Contract Administrator's
accommodation as outlined shall be met. In addition, separate outside access for each office shall
be provided and the Contract Administrator's office shall be partitioned off from that of the
Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with
a lock or closer on the Contract Administrator's side.
Where the field office is situated remote from a built-up area and where alternate toilet facilities
are not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet,
in a location convenient to the Contract Administrator's office.
The field office and other facilities shall be provided at the site within 14 days of the Date of
Notification to Commence Work or on the date of the Contractor's actual commencement of
work, whichever date occurs first, and shall remain at the site, if the Contract Administrator so
requires, for a period of up to two months after the completed work is accepted by the Authority.
With the office the Contractor shall also include the supply of an OKI Model 710 portable cellular
phone as supplied by Rogers Cantel or approved equal, complete with batteries, charger, cigarette
lighter adapter and operations manual, for the use of the Contract Administrator. Any alternate
model must have the same features as those on the noted model and must be approved by the
Contract Administrator. The phone shall remain with the Contract Administrator for the duration
of the work. The Contractor shall make all necessary applications and pay all charges and fees
related to the Cellular phone.
For the purpose of this tender, bidders shall assume an average monthly cost of $300.00 for air
time and long distance calls. The Contractor shall not be entitled to extra compensation nor shall
he be asked for a credit should the actual usage charges differ from this amount.
17. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL
The requirements of OPSS 180 shall apply to this Contract, revised as follows:
.1 Section 180.03, Definitions, shall be amended by the addition of the following:
Work area: means the road allowance, right-of-way. and property with a boundary common
to the road allowance or right-of-way within the Contract limits.
.2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the
addition of the following:
Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill
or bedding.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
8.
The Contractor shall be responsible for obtaining a copy of applicable Form Nos. OPSF ISOO,
OPSF IS01, OPSF IS03 and OPSF IS05 for use where appropriate with respect to disposal of
excess material.
18. OCCUPATIONAL HEALTH AND SAFETY ACT 1991 - DESIGNATED SUBSTANCES
In accordance with the requirements of Section ISa(l) of the Occupational Health and Safety Act,
the Authority has determined that the designated substances as listed hereunder are present on the
site and within the limits of this Contract.
Designated ,Identified on this Site Location
Snbstance .
Acrylonitrile NO
Arsenic NO
Asbestos NO
Benzene NO
Coke Oven Emissions NO
Ethylene Oxide NO
Isocynates NO
Lead NO
Mercury NO
Silica NO
Vinyl Chloride NO
It is the responsibility of the Contractor to ensure that all sub-contractors performing work under
this Contract have received a copy of this specification. where Designated Substances are
identified as being present at the site of the work.
The Contractor shall comply with the governing Ministry of Labour Regulations respecting
protection of workers, removal. handling and disposition of the Designated Substances
encountered on this Contract.
Prior to commencement of this work, the Contractor shall provide written notification to the
Ministry of the Environment at 7 OverIea Boulevard, Toronto, Ontario, M4H lAS,
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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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
9.
In the event that the Ministry of the Environment has concerns with any proposed disposal
location, further notification shall be provided until the Ministry of the Environment's concerns
have been addressed.
All costs associated with the removal and disposition of Designated Substances herein identified,
shall be deemed to be included in the appropriate tender items.
Should a Designated Substance not herein identified be encountered in the work, then
management of such substance shall be treated as Extra Work.
The requirements of Section GC4.03 of the General Conditions of the Contract shall apply.
19. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS)
Reporting
Section GC4.03.06 is deleted and replaced with the following:
Prior to the commencement of work the Contractor shall provide, to the Contract Administrator,
a list of those products controlled under WHMIS which he expects to use on this Contract.
Related Material Safety Data Sheets shall accompany the submission. All containers used in the
application of products controlled under WHMIS shall be labelled.
The Contractor shall notify the Contract Administrator of changes to the list in writing and
provide the relevant Material Safety Data Sheets.
20. SPILLS REPORTING
Spil1s or discharges of pollutants or contaminants under the control of the Contractor, and spil1s
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 spil1s or discharges and their adverse effects shall be as defined in the
Environmental Protection Act R.S.O. 1980.
All spil1s or discharges of liquid, other than accumulated rain water, from luminaires, internally
il1uminated signs, lamps, and liquid type transfonners under the control of the Contractor, and all
spil1s 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 wil1 not relieve the Contractor of his legislated responsibilities regarding such
spil1s or discharges.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
10.
21. 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.
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 refueling 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.
22. TRAFFIC AND STREET SIGNS
The Contractor will be responsible for the removal and salvage of existing traffic and street signs,
and their delivery to the Authority's Works Department Yard, for re-erection by the Authority
following completion of the work.
Scheduling for sign removal shall be as approved in advance by the Contract Administrator.
Regulatory signs such as "Stop" and "Yield" must be maintained throughout.
23. 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.
24. 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.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
11.
All costs associated with the provision of approved mix designs shall be borne by the Contractor.
Steel slag and blast furnace slag coarse and fine aggregates shall not be used in any hot mix
required by this Contract.
25. REVIEW OF SHOP/WORKING DRAWINGS
For the portions of the work to be done under this Contract where detail drawings are to be
supplied by the Contractor, six (6) copies of same, together with specifications, plus such
additional copies as the Contractor and his subcontractors may require, shall be submitted to the
Contract Administrator for review.
The Contractor or his Subcontractor shall check and initial all shop drawings before submission to
the Contract Administrator so as to intercept and correct any major errors or omissions. Shop
drawings will not be reviewed by the Contract Administrator unless they have been previously
checked by the Contractor.
The review by the Contract Administrator is for the sole purpose of ascertaining conformance
with the general design concept. This review shall not mean that the Contract Administrator
approves the detail design inherent in the shop drawings, responsibility for which shall remain
with the Contractor submitting same, and such review shall not relieve the Contractor of his
responsibility for errors or omissions in the shop drawings or of his responsibility for meeting all
requirements of the Contract Documents.
The Contractor is responsible for dimensions to be confirmed and correlated at the job site, for
information that pertains solely to fabrication processes or to techniques of construction and
installation and for coordination of the work of all subtrades.
Work which relates to the shop drawings shall not be carried out before the Contract
Administrator's review of the shop drawings is complete.
26. AMENDMENT TO OPSS 1820; CONCRETE PIPE
Section 1820.02, References, of OPSS 1820 is deleted and replaced by the following:
1820.02
References
This specification refers to the following standards, specifications, or publications:
Ontario Provincial Standards Specifications (Material)
CSA Standard
A257-M1982 - Standards for Concrete Pipe
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
12.
Section 1820.07, Production, ofOPSS 1820 is deleted and replaced by the following:
1820.07
Production
1820.07.01
General
Production methods shall conform to the requirements of CSA A257.1 and CSA A257. 2.
Pipe for use in sewers up to and including 900 mm designated internal diameter shall be pipe of
the size and class required, and shall conform to the MOE Pre-qualification Requirements for
Concrete Sewer Pipe Plants.
The plant shall have a valid Pre-qualification Certificate at the time of production and delivery of
the pipe.
1820.07.02 Marking
Marking shall conform to the requirements of CSA Standard A257.IM or A257.2M.
Pipe conforming to the MOE Pre-qualification Requirements for Concrete Sewer Pipe Plants shall
bear the letters "MOE".
Jacking Pipe shall be marked with the words "Jacking Quality".
27. DELIVERY OF TEST SAMPLES
The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders
and asphalt samples to a designated testing laboratory.
For this contract the designated testing laboratory is TSH Cobourg.
28. PREPARATION AND POSTING OF REQmREMENTS FOR WORK IN CONFINED
SPACES
Clause GC7.01.06 of the OPS General Conditions of Contract is amended by the addition of the
following:
Detailed written procedures addressing the confined space requirements of the Occupational
Health and Safety Act and Ontario Regulations for Construction Projects, Ontario Regulation
213/91, shall be clearly posted at the project site and available to all personnel, including the
Contractor's workers, Authority staff, Contract Administrator, and Ministry of Labour
inspectors.
The procedures must include the rescue procedures to be followed during a rescue or evacuation
of all personnel from an unsafe condition or in the event of personal injury.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
13.
The Contractor shall have personnel trained in rescue procedures readily available on site.
W. CONFllffiDSPACEENTRY
Without relieving the Contractor of his responsibilities under the Occupational Health and Safety
Act the Contractor shall be responsible for the supply of personal protective equipment for the
use of the Contract Administrator, in connection with confined space entry while the Contractor
is operating on site.
The following equipment shall be made available on request:
. Mechanical Ventilation Equipment
. Gloves
. Gas Detector (C95-80)
. Full body harness securely attached to a rope
. Rope .
. Gas mask or dust, mist or fume respirator (optional)
. 30 minute self-contained breathing apparatus (need not be worn but, if required, be readily
available to supply air for instant egress)
. 7 minute Escape Pack
. Explosion-proof temporary lighting
. Adequate clothing to ensure protection against abrasions and contamination.
In addition the Contractor shall provide a competent person who shall inspect all safety equipment
prior to use to ensure that it is in good working order and appropriate for the task at hand.
30. ENTRY ONTO PRIVATE PROPERTY
The Contractor shall not enter private property or property which is to be acquired to construct
the works without the prior consent of the Contract Administrator. This requirement will be
strictly enforced.
31. STORAGE AREAS
Clause GC3.06.0l of the General Conditions of Contract is amended by the addition of the
following:
The use of the road right-of-way as a long term storage area is not allowed under this Contract.
The storage of materials and movement of equipment will only be allowed for normally accepted
construction practices.
SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
14.
32. GENERAL LIABILITY INSURANCE
Hydro One Networks shall also be named as additional insured beyond the Contractor, the
Owner and the Contract Administrator. (See Clause GC6.03.02.01).
33. CONSTRUCTION LIEN ACT
The Contractor shall give the Authority notice in writing, immediately, of all lien claims or
potential lien claims coming to the knowledge of the Contractor or his agents.
When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter
acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien,
the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable
legal fees therefore, all interest costs and expenses incurred by the Authority and an additional
sum equal to ten percent (10 %) of the sum found to be owing as liquidated damages, and such
remedy shall be in addition to any other remedy available to the Authority under the Contract
Documents.
Where any lien claimant asks from the Authority the production for inspection of the Contract
Documents or the state of the accounts between the Authority and the Contractor, the Contractor
shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made
as compensation for the preparation of such accounting or for the preparation of the Contract, or
both, as the case may be, and the Contractor acknowledges that such administrative fee shall be
properly deductible, if the Authority should so choose, from monies otherwise payable to the
Contractor under the terms of the Contract Documents.
Where an application is brought to a judge of a competent jurisdiction to compel production of
any particular document to a lien claimant, the Contractor further agrees to indemnify the
Authority from reasonable legal fees incurred in appearing on such an application and in addition
agrees to pay to the Authority its reasonable costs incurred in producing such documents to the
extent that the same is made necessary under the disposition of the matter by such judge, and the
Contractor further agrees that such reasonable costs and fees incurred by the Authority as stated
herein may be properly deductible from monies otherwise payable to the Contractor under the
terms of the Contract Documents.
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SPECIAL PROVISIONS - GENERAL
CONTRACT NO. CL2004-13
15.
34. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE
CONTRACTOR
Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies
of a form of release signed by each property owner, upon whose land he has entered for purposes
associated with the Contractor's operations but not for the purpose of undertaking works
stipulated in the Contract:
Date .......................
To:
Re: Contract No. CL2004-13
Dear:
I hereby certify that
(Name of Contractor)
have fulfilled the terms of our agreement and have left my property in a satisfactory condition.
I have accepted their final payment and release
(Name of Contractor)
and the Regional Municipality of Clarington from further obligations.
Yours very truly,
Signature
Property Owner's Name......................... ...Lot..... .Concession..........
Municipality of ... ..... ... ......... ....... ..... ........
(Please complete above in printing)
Final payment will not be released to the Contractor until all the applicable forms of release have
been signed by the property owners and received by the Authority.
SCHEDULE (C)
CONTRACTOR SAFETY
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.
DEFINITIONS:
Contractor - any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project - means a construction project, whether public or private, including,
. the construction of a building, bridge, structure, industrial establishment, mining
plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway,
parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph,
telephone or electrical cable, pipe line, duct or well, or any combination thereof,
. the moving of a building or structure, and
. any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes erection, alteration, repair, dismantling, demolition, structural
maintenance, painting, land clearing, earth moving, grading, excavating, trenching,
digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant,
and any work or undertaking in connection with a project.
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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 "An). The Purchasing Office will
maintain all contractors safety performance records.
e) As part of the tender/quotation conditions, before award of a contract, the
contractor will be required to provide proof that all workers involved with the
project have the proper WHMIS training, as required by the Occupational Health
and Safety Act.
f) As part of the tender/quotation conditions, before award of a contract, the
contractor must provide details of their Health and Safety prograrn.
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.
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municipality will retain the right to document contractors for all health and
safety 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 usn).
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.
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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
accident/incident and/or Workplace Safety and Insurance Board (WSIB) information noted
below, where applicable.
. The New Experimental Experience Rating (NEER)
_ The WSIB experience rating system for non-construction rate groups
.............................................................................................
. The Council Amended Draft #7 (CAD-7) Rating
_ The WSIB experience rating system for construction rate groups
.............................................................................................
. Injury frequency performance for the last two years
- This may be available from the contractor's trade association
.............................................................................................
. Has the contractor received any Ministry of Labour warnings or orders in the last two
years? (If the answer is yes, please include the infraction).
. Confirrnation 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
subrnission.)
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
As a contractor working for the Municipality of Clarington, I/we will comply with all
procedures and requirements of the Occupational Health and Safety Act, Municipal
safety policies, department and site specific policies and procedures and other
applicable legislation or regulations. Ilwe 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 contract/tender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contract/tender, the
contractor/successful tenderer shall,
a) act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act
safely and complying all respects with the Act.
3.
The contractor/successful tenderer shall rectify any unsafe act or practice and
any non-compliance with the Act at its expense immediately upon being notified
by any person of the existence of such act, practice or non-compliance.
4.
The contractor/successful tenderer shall permit representatives of the
Municipality and the Health and Safety Committee on site at any time or times for
the purpose of inspection to detenmine 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 hanmless 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 perfonmance of any matters
required pursuant to this contractltender;
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SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
b) against any action or claim, and costs related thereto, brought against the
Municipality by any person arising out of any unsafe act or practice or any
non-compliance with the Act by the contractor/successful tenderer or any
of its employees, its subcontractors or their employees in the
performance of any matter required pursuant to this contract/tender; and
c) from any and all charges, fines, penalties, and costs that may be incurred
or paid by the Municipality (or any of its council members or employees)
shall be made a party to any charge under the Act in relation to any
violation of the Act arising out of this contract/tender.
.........................................................................R~~~....?~~.~:6..::-::2...r-~~
Contractor Name of Person Signing @:Cont~~r - c
....Il~ ......... ........... .. ..................................?~~~..~:....~~\;..~+..:.....
Signatur of Co ractor . Date-C
SCHEDULE (C)
CONTRACTOR SAFETY
POLICY AND PROCEDURE Continued...
Schedule "B"
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this fonm 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 perfonmed under this contract
due to the unsafe work practice described below.
_J"AILU~E TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A
_.: BRSACHOF: CONTRACT.
- - -
_ .-PARf~" - DeTAILS OF CONTRACT
~ ".- .
~
~
CONTRACT/P.O. #
DESCRIPTION;
NAME OF FIRM:
PART "B" - DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
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I SCHEDULE (C)
CONTRACTOR SAFETY
I DATE & TIME OF INFRACTION:
I DESCRIPTION OF INFRACTION INCLUDING LOCATION:
I
I ORDER GIVEN BY MUNICIPALITY:
I
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
I
I DATE & TIME OF COMPLIANCE:
ISSUED TO:
I CONTRACTOR'S EMPLOYEE TITLE
ISSUED BY:
I MUNICIPAL EMPLOYEE, DEPARTMENT TITLE
I PART "C" - ADDITIONAL COMMENTS
I 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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I S1AdminIForms & SpecslClanngloolPoiK:y-MOC
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CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
CONTRACT NO. CL2004-13
SPECIAL PROVISIONS - TENDER ITEMS
P/4Z-80205/SpecsI8OZM-SP- TI.doc
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PAGE ONE
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
SECTION A - SITE WORKS:
SITE PREPARATION - ITEM NO.1
Under this Item the Contractor shall undertake the following work as shown on the Contract Drawings:
. Clearing and grubbing of vegetation
. Construction of suitable access route for site traffic off Green Road
. Excavation for all hard surface material
. Removal of excess earth excavation, organic materials from the screening process and waste from
the clearing and grubbing operations
The Contractor shall also remove all obstacles of the nature of fences, culverts, rubble, timber etc., not
specifically provided for under items of this Tender. All material resulting from removals shall be
disposed of off the site.
The Contractor shall ensure that no tree or vegetation removal occurs beyond the limits shown on the
Contract Drawings. All other trees and vegetation shall be preserved and the Contractor shall be
required to obtain prior specific permission from the Contract Administrator for the removal/cutting of
any tree or branches not so designated. Trees and vegetation, which are authorized by the Contract
Administrator to be cut with stumps ground down, shall be removed from the site. Burying or burning
of brush or wood shall not be permitted.
When not in use the construction equipment shall not be stored on private lands beyond the limits of the
construction or where it may be of annoyance to the public. It should be stored in a safe location at the
work site. The Contractor shall also be responsible for protecting all utilities, fences and private
property at the job site during the time of construction. Equipment shall not pass over or be stored
within the dip line at any vegetation to be retained.
Contractor to reference Clause 17 of the Special Provisions - General regarding the requirements for the
management and disposal of excess materials.
Promptly notify engineer if subsurface conditions at Place of Work differ materially from those indicated
in Contract Documents, or a reasonable assumption of probable conditions based thereon.
EARTH EXCA V A TION (GRADlNG)- ITEMS NO.2
These Items shall include all rough grading, excavation, fill. earth borrow, disposal of unsuitable
excavated material, and stockpiling of stripped topsoil within the site except as specifically provided for
elsewhere in the Contract and as specified below:
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-I3
2
Quantity Breakdown:
Excavation
Earth
Stripping
53,000 m'
26,000 m'
79,000 m'
. Fill
Excluding berms
Berms
50,000 m'
14,000 m'
. Topsoil
15,000 m'
79,000 m'
Before commencing work, conduct, with Contract Administrator, condition survey of existing structures,
trees and other plants, lawns. fencing, service poles, wires, paving, survey bench marks and monuments
which may be affected by work.
Prior to the topsoil stripping operations of the areas indicated on the Contract Drawings, the areas shall
be plowed, cultivated and raked to break up organics into smaller fragments and remove all larger sized
extraneous debris.
Remove topsoil before any construction procedures excepting clearing and grubbing commence to avoid
compaction of topsoil and ensure a sufficient quantity is available for the proposed topsoil works.
Handle topsoil only when it is dry and warm. Strip topsoil to depths as indicated on Contract Drawings.
A void mixing topsoil with subsoil.
Pile topsoil in stockpile area shown on the Contract Drawings. Stockpile height not to exceed 2.5-3m.
Protect stockpiles from contamination and compaction. Location of stockpiles is subject to change based
on the Contractor's discretion with the approval of the Contract Administrator.
Earth quantities shall be used for fill within the perimeter of the diamonds and the central viewing area,
in the locale of buildings and under walkways. Should there be excess earth fill after the aforementioned
areas are completed, it may be used in external area and berms along with quantities of stripped material
as necessary.
Verify existing grades prior to excavation works and report any discrepancies to the Contract
Administrator at that time. No allowance for additional quantities will be considered after excavation
has commenced.
Remove snow, ice, construction debris, organic soil and standing water from spaces to be filled as
depicted on the Contract Drawings. Do not begin backfilling or filling operations until material has been
approved for use by Contract Administrator.
Not later than 48 hours before backfilling or filling with approved material, notify Contract
Administrator so that compaction tests can be carried out.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
3
Excavate as required to carry out work. Do not disturb soil or rock below bearing surfaces. Notify
Contract Administrator when rough grading is complete. Excavation taken below depths shown without
Contract Administrator's written authorization to be filled with compacted Granular 'B' - Type I
material at Contractor's expense.
Place backfill, fill and base course material so that each layer of uncompacted material produces a
200 mm thick compacted layer.
Compact each layer of material to following densities for material to the following corrected maximum
dry densities:
. Sub-grade: 95 % .
. Granular Base courses: 98 % .
. Topsoil: 85%.
. Earth Fill: 95%.
Under slabs and paving:
. Sub-grade: 95 %
. Granular Base course: 100%
Grade so that water will drain away from structures. walls and paved areas, to catch basins and other
disposal areas approved by the Contract Administrator. Grade to be gradual between finished spot
elevations shown on drawings.
Excavated or graded material existing on site shall be used as fill for grading work except where
specifically noted otherwise.
Rough grade to levels, profiles, and contours allowing for surface treatment as indicated in contract
documents. Dispose of excess material in accordance with the requirements of the SP-General, Clause
17.
Grade ditches to depth required as indicated on the drawings.
Do not disturb soil within dripline of trees to remain.
Grade surface free of humps and hollows to smooth, even grade, to contours and elevations indicated to
tolerance of plus or Illinus 15 mm, surface draining naturally.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
4
EARTH BORROW (PROVISIONAL) - ITEMS NO.3
Borrow shall be from the abandoned railway embankment located immediately north of the Contract site.
SECTION B - SITE SERVICES
IRRIGATION - ITEM NO.4
Under this item and for the lump sum bid, the Contractor shall install the irrigation system in accordance
with the Contract Drawings and as specified herein.
Sprinkler lines shown on the drawings are diagrammatic. Locations of all sprinkler heads, valves,
piping, etc. shall be established by the Contractor at the time of construction.
Determine available water pressure and water volume at point of connection prior to commencement of
installation.
The irrigation system shown on the irrigation plan may be adjusted to suit site or mechanical conditions
but must be pre-approved by the Contract Administrator in writing.
All heads, valves and controllers must be sourced from a single manufacturer.
All local regulations relating to any portion of this work are hereby incorporated into these specifications
and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall
not be construed to conflict with any of the above mentioned regulations, and where a conflict may occur
the regulations of the governing code shall be adhered to.
Any permit required for the construction of this work shall be obtained and paid for by the Contractor. Any
inspection costs relating to the permit shall also be paid for by the Contractor.
Products:
. All pipe to be Class 160 PVC conforming to CSA B137.3.
. Use only pipe which is continuously marked with identification of the manufacturer, type, class and
size.
. All fittings to be PVC Schedule 40 or ductile iron gasketted where specified.
. Swing joints to be Lasco unitized swing joints on medium range rotors and Dura Quick Loc swing
joints on quick coupling valves.
. Control Wire from valves to controller to be 14 gauge TWU-40. For runs 500 feet or less 18 gauge
may be used.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-I3
5
. Tracer wire to be 14 gauge TWU-40.
. All wire splicing shall be 3M DBY.
. Manual valves shall be Bronze ball or gate valves for sizes 2-1-2" or smaller. Gate valves only for
3" and 4".
· Electric valves-plastic shall be Solenoid valves actuated by 24 V AC normally closed solenoid Toro
models P 220-26-06 1-1/2" or approved equivalent.
. Quick coupling valves shall be Bronze 1" FIPT one,piece units,with .corresponding single lug key I"
FIPT and 1-114" MIPT outlet.
· Valve boxes shall be High impact plastic with locking tops, dark green colour.
. Short range rotor shall be gear-driven rotor with adjustable nozzle and trajectory, Toro Model S800
Series or approved equivalent.
. Medium range rotor shall be Gear-driven, rubber cover, stainless steel turret with stainless steel and
brass gears, Toro Model 2001 or approved equivalent.
. Controller shall be Solid-state with 4 independent programs, 365-day calendar, season adjust, Surge-
Pro protection, Toro Custom Command with 48 stations, programmable master valve (pump) on/off
per program or approved equivalent.
. Booster pump to be Centrifugal pump rated for minimum 30 PSI at 200 gpm, Berkeley model
B2.5TPM 5 hp or approved equivalent. Pump to be actuated by relay circuit from controller(s).
Pump discharge to be steel Z-Pipe connected with transition coupling to PVC piping.
. Backflow Preventer to have Double-Check assembly as per code.
Staking of sprinkler, pipe and valve locations shall be completed by the Contractor and approved by the
Contract Administrator prior to installation.
Install all pipe in accordance with manufacturer's instructions and proceed from the point of connection
of water supply. Plastic pipe shall be installed in a manner as to provide for expansion and contraction
as recommended by the manufacturer.
Thoroughly flush all lines prior to installation of any valves or sprinkler heads.
Pipes must be trenched. Minimum depths for mainline is 6OOmm, for lateral lines 450mm. Snake pipe
from side to side of trench to allow for expansion and contraction.
Tracer wire to be run along entire main line and taped every 20-ft. to PVC piping.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CLZOO4-I3
6
Install all control valves in a neat and orderly fashion beside the mainline. Install all automatic valves
and controller following the recommendations of the manufacturer. Obtain approval for location of
controllers from the Client prior to installation.
Install valve boxes so that their tops are at fmished grade. Install boxes over base of gravel to allow
proper drainage.
Install quick coupling valves on swing joints relative to grade and cover with valve box.
Install all pop-up sprinklers on swing joints relative to grade as per manufacturer's recommendations.
Install 3" temporary valve hookup on mainline as indicated for fire hose feed.
Installgasketted ductile iron 4" tee where mainline splits to feed soccerfields.and baseball diamonds.
Cap line to soccer fields.
Backfill and compact around pipe, heads and valves in 150mm lifts.
Install booster pump according to manufacturer's recommendations.
Upon completion of Phase I of installation, inspect mainline for leaks and blockages.
Upon completion of Phase II (final work) carry out a pressure test of the entire mainline system at full
pressure plus 100% for a 3-hour duration. During this time pressure shall not drop more than 10% of
total initial pressure.
Balance and adjust the various components of the sprinkler system so that the overall operation of the
system is most efficient. This includes adjustment of part circle sprinkler heads and individual
adjustments on the controller.
The Contractor shall remove all water from the system prior to freeze up and shall complete this
winterizing operation the first year as part of his initial construction contract. Acceptance will be given
once the system has been fully tested and adjusted. Acceptance is also based onthe furnishing by the
Contractor of:
1. A completed "as-built" plan which is approved by the Contract Administrator.
2. Manufacturer's guarantees and product specifications - Two copies in binder.
Contractor is also responsible for briefing maintenance personnel in the proper operation and
maintenance of the system.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
7
19 mID DIA. & 50 mID DIA. SERIES 160 WATER SERVICE PIPE - ITEMS NO. 5&6
The unit price bid for this Item shall include connection to 150mm watermain, installation of 50mm
water service to the Maintenance Building and 19mm waterline to service drinking fountain as indicated
on Contract Drawings.
All required fittings, couplings and hardware as required to finish the work shall also be included in the
unit price bid for this Item.
Costs of the application for a plumbing permit to complete the work shall be paid for under Item No.7.
All work will be subject to inspection by the Municipality of Clarington Building Department.
The Contractor shall install all necessary piping in general accordance with the plan, however the
Consultant reserves therightto change the routing, or depth of pipe. SpeciaLcare should:betaken to
ensure that all backfill material be free of debris that could damage piping. All piping shall be
surrounded by 6" envelope of sand, to ensure compaction and protection and sloped to drain.
PVC piping (polyvinylchloride) shall be schedule 40 with solvent weld bell ends and meet with all local
codes. The pipe shall be laid to grades such that the system drains to the drain chamber.
Sand: shall consist of clean builder's sand consisting of hard, durable uncoated grains, free from lumps
of clay or other deleterious substances, of such size that when dry 100 percent shall pass a No. 20 sieve
and not more than five percent (5 %) by weight shall pass a No. 100 sieve. The sand may be rejected if it
contains more than six percent (6%) by volume of loam and silt.
Pipe and Fittings: Main line pipe to be series 160 polypipe. The distribution laterals and fittings are to be
series 160 polypipe. Ensure that a 2% slope is consistently applied to all piping to ensure positive gravity
assisted drainage of the entire system. Ensure all fittings are secured to close openings (off season) to
protect from water entry back into the piping system.
150 mID & 200 rom DIAMETER W A TERMAIN - ITEMS NO. 7&8
The unit price bid for this Item shall include for locating and connecting to existing l50mm watermain
stub south of proposed indoor soccer building and installation of watermain, with class P bedding, to the
Mechanical Room in the Main Baseball Park Building including all necessary work as shown on the
Contract Drawings.
Under this Item the watermain shall be constructed in accordance with the Contract Drawings as per
Regional Municipality of Durham Standard Specifications (RMDSS) and Regional Municipality of
Durham Standard Details.
All joints to be mechanically restrained in combination with granular thrust blocks as per details 5-430,
5-431 and 5-433. Concrete thrust blocks are not permitted on PVC watermain pipe
The unit price bid shall also include cost for plumbing permit required by the Municipality of
Clarington.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
8
MAIN STOP - ITEM NO.9
Reference: RMD S-41O
Include: .1 Supply and installation complete with saddle, union adapter, connections, etc.
.2 Connection to new service pipe.
CURB STOP AND BOX - ITEM NO. 10
Include: .1 Removal of existing curb stop, box and rod.
.2 Supply and installation complete as per RMD Detail S-4IO.
.3 Stainless steel rod with brass pin.
HYDRANT WITH STORZ PUMPER NOZZLE - ITEM NO. 11
Reference: RMDSS Section 02511, RMD Detail S-409
Include: .1 Excavation to grade and disposal of surplus materials.
.2 Supply and installation of hydrant, anchor tee and resilient seal gate valve and
box and including any hydrant extensions and/or valve box and rod extensions as
shown on the Contract Drawings.
.3 Supply and installation of filler piece WM pipe regardless of length.
.4 Supply and installation of mechanical restrainers.
.5 Cathodic protection as per S-435.
.6 Backfill with approved native material and compact.
450 nun & 600 nun CSP CULVERTS - ITEMS NO. 12&13
Under this item, the contractor shall supply and install pipe culverts in accordance with the Contract
Drawings as specified herein and as directed by the Contract Administrator.
Corrugated steel pipe shall be fitted with joint seals such as neoprene rubber gaskets or other as
recommended by the manufacturer.
Payment for this item shall include all necessary excavation, Granular' A', bedding and backfill and all
required clamps.
Pipe shall be 450mm and 600mm diameter corrugated steel pipe conforming to the specifications of
OPSS 1801, 1.6mm wall thickness.
Payment shall be made by the linear metre of culvert installed, and shall be full compensation for the
work as outlined.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
9
100 nun, 150 nun AND 200 nun BIG '0' POLYETHYLENE SUBDRAINS - ITEMS NO. 14,15&16
The unit price bid under this item shall include for the supply and installation of lOOmm and 150mm
perforated polyethylene corrugated plastic pipe with fIlter cloth sock and 200mm non-perforated
polyethylene corrugated plastic pipe, as supplied by Big '0' Drain Tile Company Limited, Exeter,
Ontario (800) 265-1714 or approved equal. All joints to be manufactured fittings. Payment shall also be
made under this item for supply, placing, and compaction of Granular 'B' bedding and backfill for all
subdrains. Excavation, where required, shall be included under payment for this item. Connection to
collector pipes, catchbasins/manholes shall be included in the bid price.
Pipe material to be manufactured in accordance with the requirements of OPSS 1840.
Contractor shall indicate the location of subdrains, using flags, in order to avoid subdrains being
damaged during the installation of the other park equipment and fencing. If drains are damaged the
Contractor shall reinstall section of damaged drain at his own expense, to the Contract Administrator's
satisfaction.
OUTLET CONTROL STRUCTURE - ITEM NO. 22
Under these Items and for the unit prices bid the Contractor shall supply all materials, equipment and
labour necessary to complete the work. This item shall include, timber inlet structures, filter enclosure,
ductile iron inlet pipe, insnlation, precast concrete DIMH with grate, valve components, granular 'B'
base, inlet grates, tie-backs/deadmen, geotextile and miscellaneous metals. The 200mm diameter inlet
pipe shall be Ductile Iron, Pressure Class 350, cement lined.
The pipes shall be placed on compacted native earth bedding to a width of pipe diameter plus 600mm
and backfilled with native material containing no stone larger than 50mm diameter. Styrofoam "SM"
with a thickness of 50mm shall be placed on the sides and top of the DJ. Pipe as backfill proceeds.
Native earth bedding and backfill to the pipe shall be 98% SPD.
Knife Gate Valve
The Contractor shall supply and install a knife gate valve as shown on the Contract Drawings and as
specified herein.
The knife gate valve shall be full bore type (according to Schedule 40 pipe Ld. 's). The body shall be of
two (2) piece cast iron construction, cast in tow halves and bolted or welded together. The gate shall be
fully guided and shall be of 316 stainless steel. The valve shall have a heavy duty resilient seal that shall
provide positive pressure shutoff in both directions. The seal shall be mechanically locked (so as to
prevent rollout) by means of an external retaining ring which shall also enable easy seat replacement.
The valve stuffing box shall have a stainless steel packing gland. The packing material shall be of
asbestos free braided yarn. The topworks shall be of the non-rising stem type. The stainless steel stem
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
10
shall have a double lead acme screw thread which together with the needle axial bearings assures ease of
operation. The valve stem shall be of 316 stainless steel.
The stem thrust bearings shall be the axial needle type, housed in a cast iron top yoke and shall be
provided with grease fittings. Handwheel shall be cast iron and have a spinner handle for one hand
operation.
Unless indicated otherwise on the drawings, the valve shall be handwheel operated.
The knife gate valve shall be Stafsjo MV series as supplied by Armour Valve, Dezurik or Trueline.
Valve shall be complete with handwheel and rod extension,retainer glands'for.pipe-attachment and steel
wall support angles and anchors as shown on the drawings.
The valve or pipe shall be supported by a curved steel plate welded to a 19mm diameter rod embedded
150mm into the floor concrete. All other support rings or clamps may be fastened to the wall with
75mm x 12mm diameter quick-bolts.
The Contractor shall adjust the valve support plate to match the slope of the pipe as necessary and ensure
that the invert elevation of the valve opening is at the indicated elevation.
The proposed outlet structure, ditch inlet maintenance hole (DIMH) shall be a 1220 mm x 1220 mm box
type "A" (OPSD 702.040) and Type "B" grate at 4: I slope_
The overflow outlet opening of 900 mm x 400 mm shall be cast into the DIMH during fabrication. A
galvanized grating shall be attached to the outside of the MH over the opening. It shall be supplied and
placed in accordance with OPSD-804,05 - Type 'A' with an outside dimension of 925 mm x 450mm to
suit rectangular opening. A minimum of three horizontal rods shall be provided.
The bedding for the MH shall be 300 Granular 'A' compacted to 100% SPD and all backfill shall be
approved native earth materials compacted to 98 % SPD.
The filter enclosure steel components including the DI pipe grate shall be surfaced with two coats of hot-
dip galvanizing.
The required timber shall be supplied and pressure treated in accordance with 0 PSS 160 1.
Pressure treatment shall be applied using the ACQ type preservative or Eastern White Cedar may be
substituted without pressure treatment.
Timbers shall be fastened with 300 mm long galvanized ardox nails at intervals of two every twenty-four
inches. In addition three holes placed at each end and at the mid point shall be drilled throughout the
vertical height of the wall. A size 15 steel rod shall be driven into each hole for its full height. The
holes shall be slightly smaller in diameter than the rods. Walls shall be backfilled with 300 mm
Granular 'A' with Terrafix "360R" or approved equal geotextile, placed against the back of all timber
walls.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
11
All sawcuts shall be treated with preservative similar to the original. The tie-back rods and buried
hardware shall be coated with a waterproof mastic material. The rods shall slope down at 10 degrees to
the timber deadmen. All backfill to the deadmen shall be Granular 'A' compacted to 100% SPD.
All excavation and grading operations and materials required to complete the Item are considered for
payment as a part of this Item.
GABION HEADWALL - ITEM NO. 23
Under these items and for the unit prices bid, the Contractorshall supply'allmaterialsincluding
geotextile where specified on the Contract Drawings and labour/equipment necessary to construct the
work. Materials and construction for this Item shall meet the requirements ofOPSS5120.
The geotextile shall be Terrafix "360 R" or approved equal. Supply and placement are considered
integral to the requirements for this Item.
Geotextile is required at all gabion interface with subgrade or granular materials.
All excavation and grading necessary to construct the headwall and spillway pad are included in the
payment for this Item.
ROCK PROTECTION - ITEM NO. 24
The work shall be performed in general compliance with the plans, OPSS 511 and as directed by the
Engineer, and shall consist of constructing a protective covering of approved rock on the approach
embankments to the new structure as shown on the Contract Drawings.
The Contractor shall supply all materials for this Item. Rock shall be an imported quarry or field stone
material; the quality of the rock approved by the Engineer. Rock subject to marked deterioration by
water or weather will not be accepted. Rock shall fulfill the following gradation requirements:
Gradation Limits for Rock Protection - Class 1 - RT AC
at least
at least
at least
100%
20%
50%
80%
smaller than 450mm or
larger than 350mm or
larger than 300mm or
larger than 200mm or
130kg
70kg
40kg
IOkg
Placing shall be done in such a manner that the surface of the finished rock protection shall have a
uniform appearance and be without segregation. The rock protection shall be 600 mm minimum
thickness on the outlet slopes and shall extend along the approach embankments as indicated on the
Drawings.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
12
The Contract price for the rock protection shall constitute full compensation for the supply of rock. any
excavation or trimming required for the bedding of the rock, the supply and placing of the geotextile
filter fabric, the hauling and placing of the rock, and all items incidental to the completion of the work in
accordance with the Specifications. The geotextile shall be Terrafix "360 R" or approved equivalent.
750mm DIA. OUTLET PIPE - ITEM NO. 20
Under this item and for the unit price bid, the Contractor shall supply all materials, equipment and
labour necessary to complete the work including excavation (OPSD 802,010), embedment, cover and
native earth backfill.
The pipe shall be HDPE Boss 2000 or approved equal with annularprofile."lledding and backfill shall
conform to OPSS 410 and OPSD 802.01 except that native material shall be used for bedding, cover and
backfill. Compact bedding and cover material to 98 % SPD and backfill to 95 % SPD. Bell and spigot
pipe shall be used.
The supply and placement of a grate over the outlet end of the pipe at the gabion headwall is considered
as an integral part of this Item.
The grate shall be included in the Item and constructed in accordance with Standards S 204 with the bolts
located inside the gab ion headwall. 100mm x 150mm x 6mm metal washers bent to conform with the
outside of the pipe shall be included at all bolt locations and the nuts shall be tack welded to each bolt.
The concrete trench plug shall be placed to undisturbed soil or all sides of the trench and the concrete
shall be allowed to set prior to backfill unless end forms are used. End forms shall be left in place.
STORM SEWERS - ITEMS NO. 17, 18 and 19
Under these Items and for the unit prices bid, the Contractor shall supply all materials including pipe of
the required type, size and class, other fittings, sand material for cover and crusher run limestone
embedment for flexible pipe. Backfill shall be native earth material. Also included is the excavation
(OPSD 802.010),.embedment, cover and native earth backfilL
Pipe for Items 17 through 19 shall be HDPE BOSS 2000 (Big "0") as supplied by Armtec or approved
equaL The pipe shall be annular perforated with geotextile sock filter. Connections shall be by split
couplings.
DITCH INLET MAINTENANCE HOLES (Stonn Sewer only) - ITEM NO. 21
Under this Item the DIMH's shall be constructed with a minimum thickness of 300 mm of Granular 'B'
all around, including the floor slab. The unit price includes for excavation and backfill necessary to
complete the work.
Ditch inlet grates to be placed at 3: 1 slope.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
13
SECTION C - SITE FEATURES
SUPPLY AND INSTALLATION OF GALVANIZED CHAINLINK BACKSTOP FENCE
(BASEBALL AND SLO-PITCH DIAMONDS)- ITEMS NO. 25&41
The unit price for this Item shall include the supply and installation of two (2) backstops in accordance
with the Contract Drawings and as specified herein.
All post and rails shall be Schedule 40, standard steel pipe coated with zinc inside and outside by hot dip
galvanization conforming to CSA GI64-1965 (1972) and fence fabriC' shall also be galvanized using the
same methods as described herein. Galvanized primer shall be smooth and continuous,adhering
tenaciously to the base metal and free from blisters, bare spots;projections-or,otherdefects not
consistent with good galvanizing practice. The weight and uniformity of the coating as measured by the
Preece Test will conform to the following table when tested in accordance with CSA-2 76.
Component
Coating Weight
Preece Dips
Fence Fabric
Post and Rails
All Fittings
484 g/m2 (1.6 oz/sq.ft.)
549 g/m2 (1.8 oz/sq.ft.)
2
484 g/m (1.60z/sq.ft.)
6
6
6
Pipe dimensions for post and rails shall follow the following table:
Pipe Size 0.0.
Weight Per Foot
Wall Thickness
114 mm (4-112 in.)
90 mm (3-112 in.)
60 mm (2-3/8 in.)
48 mm (1-7/8 in.)
4.9 kg (1O.79Ibs.)
3.4 kg (7.5 Ibs.)
1.6 kg (3.65 lbs.)
1.2 kg (2.72lbs.)
6.0 mm (0.237 in.)
5.5 mm (0.216 in.)
3.9 mm (0.153 in.)
3.7 mm (0.145 in)
Fence fabric shall be galvanized chain link woven wire steel, 50 mm (2 in.) diamond pattern mesh,
knuckled, top and bottom, hot dipped galvanized. Six (6) gauge mesh shall have an outside diameter of
4.9 mm (0.192 in.). Nine (9) gauge mesh shall have an outside diameter of 3.98 mm (0.148 in.).
All tie wires shall be 9 gauge aluminum ties.
Concrete for footings shall have a 28 day compressive strength of 30 MPa. Maximum aggregate size
shall be 20mm dia. Maximum slump shall be 75 mm :t 10 mm. Air content shall be 6% :t 1 %.
Concrete shall be thoroughly cured.
Contractor shall obtain Contract Administrator's confirmation of backstop positions and post locations
prior to excavation. All underground utilities, in the vicinity of the backstop shall be located. Contract
Administrator shall be notified should any underground utilities be within 1.5 m (5 ft.) of the post
location.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
14
All post footings shall be concrete filled sono tubes.
All concrete shall be compacted with a mechanical vibrator.
All metal work shall be erected square, plumb, straight and true, accurately fitted with tight joints and
dimensions specified on the contract drawings.
Cap all open pipe ends in a water-tight vandal-resistant manner as approved by the Contract
Administrator.
Welding shall be done by the metal-arc process in accordance withtherequirements ofCSA W59.1 and
CSA W47.I.
Exposed welds to be continuous for the length of each joint, equally and consistently joining both pieces
of metal. All welds shall be smooth, free of pits, spatter and any other irregularities.
All welds in connections shall be neatly ground and finished to match the texture of the material in which
they occur. All traces of welding flux shall be removed prior to primer application.
Apply zinc primer conforming to CGSB I-GP-18IM to all galvanized surfaces where burned by field
welding.
Fence fabric not to be installed uutil concrete has cured a minimum of 5 days. Ensure that fence fabric
on Baseball diamond backstops is installed after brick backstop wall (Item No. 23) has been built around
posts. Position the chain link fabric to the inside (playing side) of all backstop structures. Fence fabric
on Baseball diamond backstops to overlap brick wall coping by 5Omm. Fasten the chain link fabric to
fence at brick wall coping securely throughout.
Price of Slo-pitch backstops (Item No.38) to include chainlink hood as indicate<! on Contract Drawings.
Provide draw bars at terminal posts fastened with tension bands at 400 mm (16") on centre to the
terminal posts.
Fasten fabric to posts with 300 mm (12") on centre and horizontal rails at 450 mm (18") on centre using
9 gauge wire ties.
Trim and bend all ties, remove all exposed bolt ends, and grind smooth all sharp, ragged, or projecting
surfaces that may in any way be hazardous.
Measurement for payment shall be for each backstop installed.
Payment shall be full compensation for all labour , equipment and materials required to do the work.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
15
SLO-PITCH AND BASEBALL DUGOUT - 1TEMS NO. 27&42
For the unit price bid for this item, the Contractor shall supply all materials including fittings. hardware
and shall erect the chain link fences complete, in accordance with the Contract specifications at the
locations shown on the Contract Drawings.
This item shall also include the fabrication of dugout roof structure and roofmg material to be identical in
appearance to the Grandstand roof indicated in the Contract Drawings. Install roofing material as per
manufacturer's specifications.
Fence fabric shall be 9 gauge mesh with an outside diameter of 3.8 nun.
Fencing mesh behind Baseball dugouts shall terminate at rail above brick wall. Fencing posts are to
continue to footings as per Contract Drawing Details.
Measurement for payment shall be for each dugout installed.
Payment shall be full compensation for all labour , equipment and materials required for the work.
BASEBALL DUGOUT RETAINING CURB - ITEM NO. 29
Modified Concrete Barrier Curb to be level surrounding dugouts and tapered to match grade towards
outfield as indicated in the Contract Drawings. Both edges of Barrier Retaining Curb are to be
identically chamfered to 50mm radius.
1.8 m mGH BASELINE, OUTFIELD AND BULLPEN FENCE (BASEBALL AND SLO-PITCH
DIAMONDS)- ITEMS NO. 30&43
For the unit price bid for these items, the Contractor shall supply all materials including fittings,
hardware and shall erect the chain link fences complete, in accordance with the Contract specifications at
the locations shown on the site plan for the baseline outfield fence and foul poles'as indicated on the
Drawings.
Fence fabric shall be 9 gauge mesh with an outside diameter of 3.8 mm.
Line post spacing for baseline and outfield fence shall be 2.4 m on center. All other post spacings shall
be in accordance with Contract Drawings.
Price of 1.8m high chain link fence with toprail protector shall include foul line posts as indicated on
contract drawings. Finish for foul line post shall receive one coat of primer, two coats of exterior white
finish, smooth and continuous. adhering tenaciously to the base metal and free from blisters, bare spots,
projections or other details.
All materials, galvanizing methods, concrete, welding, shall be in accordance with the specification as
described under the backstop item. (Items No. 22&38)
SPECIAL PROVISIONS - TENDER ITEMS
CONfRACT NO. CL2004-13
16
Top rail of outfield fences and foul line fences shall be wrapped with 100 mm dia. corrugated PVC
wrapping, or approved equal. Wrapping to be fastened to top rail using 9 gauge aluminum ties or self-
locking plastic ties at 500 mm o/c.
Measurement for payment shall be per linear metre of fence installed.
Payment shall be full compensation for all labour, equipment and materials required for the work.
BRICK WALLS - ITEMS NO. 26&28
The unit price for these Items shall include the supply and installation of four (4) brick dugout walls and
two (2) continuous brick backstop walls in accordance with the Contract.Drawings. and as specified
herein.
The inside (playing side) surface of backstop wall to be flush with inside face of fence posts. Wall to be
built after fence posts are installed and laid around posts allowing a 50mm space between post and brick
as indicate<! on Contract Drawings. Fence fabric to be added afterwards, overlapping the inside the
coping by 50mm.
The walls shall be built with metric modular face bricks in running bond except as noted in Contract
Drawings. Bricks to be Williamsburg Red as manufactured by Brampton Brick or approved equivalent.
Mortar material shall conform to CSA A179-1975. All masonry mortar shall be Type'S' mortar for
above grade and Type 'M' for below grade.
The dugout wall shall be built to identical appearance ofarchitectural brick, mortar and coping. Cubby
holes to be formed and reinforced as indicated on Contract Drawings.
This item shall include all excavations, compaction, footings, reinforcement and Granular 'A'.
Payment shall be full compensation for all labour ,equipment and materials required for the work.
INFIELD MATERIAL - ITEMS NO. 31&44
Under this Item, the Contractor shall install the infield mix materials in accordance with the Contract
Drawings and as specified herein.
The Contractor shall install Sport Sand, sub-surface material as supplied by Mar-Co Clay Products Inc.
(519) 684-7591, or approved equal. The Sport Sand shall be installed to a depth of loomm and fine
graded.
The Sport Sand shall not be installed until the Contract Administrator has approved the infield sub-grade.
Once the Sport Sand has been installed and approved by the Contract Administrator. the Contractor shall
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CONTRACT NO. CL2004-13
17
install to a lOOmm depth, Infield Clay 20 (Standard) as supplied by Mar-Co Clay Products, or approved
equal. Infield Clay to be fme graded.
Infield Clay to be rolled with an appropriate roller and soaked. Contractor to be careful not to samrate
material.
Measurement for payment at the unit price bid shall be full compensation for all equipment, labour and
materials required to install both materials.
WARNING TRACK - ITEMS NO. 32&45
Under this Item, the Contractor shall install the warning. track materials' in accordance with the Contract
Drawings and as specified herein.
The Contractor shall install Sport Sand, sub-surface material as supplied by Mar-Co Clay Products Inc.
(519) 684-7591, or approved equal. The Sport Sand shall be installed to a depth of 100 mm and fine
graded.
The Sport Sand shall not be installed until the Contract Administrator has approved the sub-grade.
Once the Sport Sand has been installed and approved by the Contract Administrator, the Contractor shall
install to a 50 mm depth, Clay Track Surfacer 20 as supplied by Mar-Co Clay Products, or approved
equal. Clay Track Surfacer to be fine graded.
Clay Track Surfacer to be rolled with an appropriate roller and soaked. Contractor to be careful not to
samrate material.
Measurement for payment at the unit price bid shall be full compensation for all equipment, labour and
materials required to install both materials.
SUPPLY AND INSTALLATION OF BRICK PAVER DUGOUT SURFACE - ITEMS NO. 33&46
The unit price for this Item shall include joint sand, unit pavers and 25 mm depth of bedding sand.
Following compaction of the granular base material, the specified sand base shall be placed and
screeded, and care must be taken to stay off the screeded base. Pavers shall be placed such that the gap
between pavers does not exceed 3mm. Following placement, the pavers are tapped into place using
mechanical vibratory equipment. The joints will then be filled by sweeping sand over the surface.
In the Baseball dugouts the finished grade of the brick pavers shall be 150mm below top of retaining
curb (Item No. 26). In the Slo-pitch dugouts finished grade of brick pavers shall be level with
surrounding surfaces. All dugouts to drain away from diamond.
The paver patterns shall be as indicated on the Contract Drawings. All unit pavers to be as supplied by
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
18
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Unilock or approved equal.
SUPPLY AND INSTALLATION OF PLAYER'S BENCHES - ITEMS NO. 34&47
The unit price for this Item shall include the supply and installation of the players benches and concrete.
filled sono tube footings in accordance with the Contract Drawings and specified herein.
Benches shall be Model Number SG339, pennanent bench with backrest, 4.5m (15') in length as
manufactured by Henderson Recreational Equipment Limited (519) 863-2584 or approved equal.
Benches to be installed side by side so that no space is' left betweenbenchesr Contractor to ensure that
adjacent benches are inline, level, plumb and of equal height.
Backrest and seat to be plastisol coated, frames to be powder coated steel. Two (2) benches on each side
for a total of sixteen (16) benches. Benches in home team dugout (left field) side, for each diamond, to
be painted blue for a total of eight (8) blue benches, and benches for the opposing team dugouts (right
field) to be painted black for a total of (8) black benches.
Payment shall be full compensation for all equipment labour and materials required to do the work.
SUPPLY AND INSTALLATION OF HOME PLATE - ITEMS NO. 39&48
The unit price for this Item shall include the supply and installation of the eight (8) Save-A-Leg Home
Plates as supplied by: Jack Watson Sports Inc.
(905) 475-1771
77 Steelcase Road West
Markham, Ontario or approved equal.
Home Plate to be official baseball rubber home plate with black beveled edges and 5 spikes.
Measurement for payment will be by each home plate installed.
SUPPLY AND INSTALLATION OF PORTABLE PITCHER'S MOUND - ITEM NO. 37
The unit price for this Item shall include the supply of one (I) Game mound 2.5m (8'-3") w x 3.5m
(11'-6") I x 0.25m (10") h portable pitcher's mound. Model No. AA-AI417004 as supplied by Home
Run Sports.
Home Run Sports
1005 St Mary's Rd
Winnipeg, Manitoba
R2M 354
tel: 204 255 76871
800 565 2025 I tel
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CONTRACT NO. CL2004-13
19
fax: 204 25451441
888 466 3500 I fax
Or approved equal.
Measurement for payment will be for installation of one pitcher's mound.
SUPPLY AN)) INSTALLATION OF CLAY PITCHER'S MOUND AND PITCHER'S RUBBER-
ITEMS NO. 35& 36
Under this Item, the Contractor shall construct the Pitchers Mound complete with Pitcher's Rubber, in
accordance with the Contract Drawings and as specified herein.
The Contractor shall install Mar-Co Mound Clay and Mar_Co Pitcher's;Rubber as'supplied by Mar-Co
Clay Products Inc. (519) 684-7591, or approved equal.
Mound Clay to be installed over sub soil to elevate and level the pitching rubber 250mm(1O") above
. home plate elevation. Contract Administrator to approve final mound grades. Clay to be placed and
compacted in 75mm (3") layers to obtain specified elevation.
Mound to be soaked heavily and tarped to cure. Contractor to be careful not to saturate material.
Measurement for payment at the unit price bid shall be full compensation for all equipment, labour and
materials required to install pitcher's mound.
SUPPLY AND INSTALLATION OF PITCHER'S PLATE - ITEMS NO. 38&49
The unit price for this Item shall include the supply and installation of the seven (7) 150mm (6") x
600mm (24") Pitcher's Plates of official white rubber complete with 3 spikes. Model No. 3380 as
supplied by: Jack Watson Sports Inc.
(905) 475-1771
77 SteeIcase Road West
Markham. Ontario
Or approved equal.
Measurement for payment will be by each pitcher's plates installed in diamonds and bull pen.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
20
SUPPLY AND INSfALLATION OF S-TIER ALUMINUM BLEACHERS - ITEMS NO. 40&50
The unit price for this Item shall include the supply and installation of 5-tier bleachers in accordance
with the Contract Drawings and as specified herein.
Bleachers shall be Model No. PA BL036, as manufactured by Henderson Recreational Equipment
Limited (519) 863-2584 or approved equal.
Price shall include holes drilled in concrete and lagging frame to concrete surface. Holes to be drilled in
steel frame by Henderson Recreational Equipment manufacturing.
Payment shall be full compensation for all equipment;. labour and materialsc.required.to. do the work.
SUPPLY AND INSfALLATION OF 1.8m CHAINLINK UTILITY FENCE AND GATES - ITEM
NO. 51
For the unit price bid for these items, the Contractor shall supply all materials including fittings,
hardware and shall erect the chain link fence complete (one (I) double swing chain link gate and one (1)
single swing chain link gate), in accordance with the Contract specifications at the location shown on the
site plan for the utility yard fence as indicated on the Contract Drawings.
Fence fabric shall be 9 gauge mesh with an outside diameter of 3.8 mm.
Post spacing shall be 204m on center. All other post spacing shall be in accordance with Contract
Drawings.
All materials, galvanizing methods, concrete, welding, shall be in accordance with the specification as
described under the backstop item. (Item No. 22&38)
Measurement for payment shall be per linear metre offence installed and for complete installation of
each gate, including all required appurtenances. Install gate posts on both sides of gate openings.
Fabricate gates as indicated with electrically welded joints, and hot-dip galvanized after welding. Fasten
fence fabric to gate with knuckled selvage at top. Furnish gates with galvanized malleable iron hinges,
latch and latch catch with provision for padlock which can be attached and operated from either side of
installed gate. Gates shall be supplied completely assembled.
Install gates in locations as indicated on Contract Drawings. Gate posts and gate bottom to be set
approximately 40mm above level ground surface. Determine position of center gate rest for double gate.
Cast gate rest in concrete as directed. Dome concrete above ground level to shed water. Install gate
stops where indicated.
Payment shall be full compensation for all labour, equipment and materials required for the work.
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CONTRACT NO. CL2004-13
21
GRANULAR 'A' - ITEM NO. 52
Payment shall be made under this Item for the supply, placing and compaction of Granular' A' for the
following areas:
. 150mm Gravel Drive Surface
. 150mm under Heavy Duty Asphalt
. 200mm under HL3F asphalt pathways
. 150mm under Unit Paver
. 200mm under Concrete
All excavation and grading work of sub-grade must be completed to the satisfaction of the contract
administrator before any granular materials for sub-base course are placed. The:-.Contract Administrator
shall inspect and approve fInal grades of granular areas prior to fInal conrse material being placed.
GRANULAR 'B' - ITEM NO. 53
Payment shall be made under this Item for the supply, placing and compaction of Granular 'B' for the
following areas:
. 300mm under Granular 'A' Drive
. 300mm under Heavy Duty Asphalt
All excavation and grading work of sub-grade must be completed to the satisfaction of the contract
administrator before any granular materials for sub-base courses are placed. The Contract Administrator
shall inspect and approve fInal grades of granular areas prior to fInal course material being placed.
HOT MIX HL-3F - ITEM NO. 54
Under this item the contractor shall construct asphalt pathways as illustrated on the Contract Drawings
and as required by the Contract Administrator. Granular 'A' for asphalt pathways shall be paid for
under Item No. 49.
The Contractor shall supply all materials required for the proper execution of the paving work for 50mm
HL3 F. The requirements of 0 PSS 310 respecting a surface course trial area and the use of automatic
screed controls are not applicable to the Contract. Asphalt cement supplied shall be comprised of PGAC
58-28 as a minimum. The Marshall Stability for HL3F shall be a minimum of 5800.
Section 310.10.02 of OPSS 310, Hot Mix Miscellaneous, is hereby deleted, in that all costs associated
with the supply and placing of miscellaneous asphalt, whether by hand or by machine, shall be included
for payment under this Item.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
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HL-3 & HL-4 - ITEM NO. 55
The Contractor shall supply all materials required for the proper execution of the paving work for the
utility area including:
. 40mm HL3
. 50mm HIA
Asphalt cement supplied shall be PGAC 58-28 as a minimum. The Marshall Stability for HL3 and HIA
shall be a minimum of 8,900. Granular 'A' and Granular 'B' for this item shall be paid for under Items
No. 49&50.
The requirements of OPSS 310 respecting a surface course trial area lInd the-.use,of automatic screed
controls are not applicable to this Contract.
SUPPLY AND INSTALLATION OF CONCRETE AND COLOURED CONCRETE - ITEMS NO.
56&57
The contractor shall supply and install 125mm depth of uncouloured concrete integral coloured concrete.
Class of Concrete
Coarse Aggregate
Air content
Maximum slump
30 MP A at 28 days
19 mm nominal max. size
7.0% :t 1.5% measured prior to placement
70 mm :t 20 mm.
Unit price shall include the following:
. minimum thickness of concrete pad to be 125 mm
. sawcut 31mm deep every 2.2m in grid pattern as indicated on the Contract Drawings
. expansion joints between staged concrete pours (different colours interface) and against all rigid
surfaces
. coloured concrete shall conform to the following colours by L.M. Schofield Co. of Los Angeles.
CA, or an approved equivalent:
LMS C-15 Coachella Sand
LMS C-12 Mesa Beige
LMS C-32 Quarry Red
Patterned Concrete Ontario Inc.
835 Supertest Road, Suite 100
North York, Ontario. M3J 2M9
(Telephone: 416-736-77(0)
sealer to be applied to coloured concrete as per Coloured Concrete Specification.
The quantity of colouring material to be added to the concrete mix shall be as approved by the Engineer.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
23
The colour hardener is a powder surface mix, to be added to the concrete after placing and shall be used
with a matching release agent. Concrete shall have a broom finish.
SECTION D - PLANT MATERIAL
TOPSOIL (STOCKPILED) & FINE GRADING - ITEMS NO. 58&59
Under this item and for the unit price bid the Contractor shall shred and screen, fertilize, augment,
install and fIne grade the stockpiled topsoil in accordance with the Contract Drawings and as specifIed
herein.
Topsoil to be screened and shredded shall have all organic material and all granular'material greater than
25 mm diameter removed.
All topsoil shall be placed in uniform layers. and compacted to 85 % SPMDD on all areas to be seeded,
sodded and planted. Fine grading and trimming shall be performed to provide a smooth surface. Depth
shall be as indicated on Contract Drawings.
Establish traffic patterns and schedule to prevent driving on topsoil after it is spread to avoid over-
compaction. Over-compaction will result in further works being initiated by the Contract Administrator
to re-aerate the soil, at the Contractor's expense.
The Contract price for topsoil shall constitute full compensation for shredding of the soil, delivery,
preparation of surfaces for placing, compacting, loading, hauling, spreading and fine grading the
material required. Topsoil required to make good areas disturbed by the Contractor's operation outside
the limits shown on the Drawings shall be done at Contractor's expense.
Contractor shall grade sub-grade, eliminating uneven areas and low spots, ensuring positive drainage.
Remove debris, roots, branches, stones in excess of 25 mm diameter and other deleterious materials.
Remove topsoil that has been contaminated with oil, gasoline, or calcium chloride. Dispose of removed
materials as directed.
The sub-grade shall be approved by the Contract Administrator prior to spreading of topsoil.
All topsoil shall be spread and fInely graded with a landscaping dozer to ensure that topsoil is not
compacted greater than that specifIed. Spread topsoil in dry weather over a dry, unfrozen sub-grade.
Ensure that ditches and swales are properly graded with adequate percentage fall to maintain the
specifIed drainage.
Fine grade the topsoil surface to eliminate rough and low areas and so as to ensure positive surface
drainage, using equipment capable of maintaining straight, even lines, such as a motor grader. Fine
grade surface of topsoil to a smooth, even, loose-textured surface, fIrm against footprints, suitable for
sodding and seeding.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
24
Roll topsoil with 59kg roller, minimum 900 mm wide, to compact and retain surface.
When replacing topsoil, trucks will be loaded with 1.5 cu m hoe to allow for aeration of soil.
Subsequent to placement of the sports fields and perimeter areas, topsoil quantities will be augmented by
fertilizer applications as follows:
Prior to the loosening process, add TSP 0-46-0 fertilizer at a rate of 600kglha and a Muriate of Potash 0-
0-60 fertilizer at a rate of l60kglha. Fertilizer shall not include filler material. This fertilized topsoil is
not for use in the tree and shrub plantings.
Priorto seeding and sodding, loosen soil to a depth of 20cm with a heavy duty rototiller or deep tillage
machine. After this loosening operation, ensure only'light equipment on'a'tractor~ith:turf tires should
be used for final shaping of the surface and seeding or sodding.
Measurement for payment will be by the square metre of topsoil installed. Compacted topsoil depth
shall be minimum 150 mm.
.Payment shall be full compensation for all equipment, labour and materials required to do the work.
SUPPLY AND INSTALLATION OF SOD - ITEM NO. 60
Under this Item, the Contractor shall supply and install sod in accordance with the Contract Drawings
and as specified herein.
Disturbed areas are to be kept to a minimum. All disturbed areas are to be reinstated with l50mm topsoil
and sod, to be paid for under this Item unless covered elsewhere in the Contract.
Sodding shall not commence until topsoil is approved by the Contract Administrator. Sod shall be
Number One Turfgrass Nursery Sod especially sown and cultivated in nursery fields as turfgrass crop.
Number One Kentucky Bluegrass Sod containing 100% Kentucky Bluegrass cultivarsby weight. Sod
selected should be of a similar soil texture to the native soil (silt loam). Sod farm to confirm soil
compatibility prior to execution. Schedule deliveries in order to keep storage at job site to minimum
without causing delays.
Sod shall be protected during transportation to prevent drying out and shall arrive at the site in a fresh
and healthy condition. Deliver, unload, and store sod on pallets. Lay sod within 24 hours of being lifted.
Do not deliver small, irregular, or broken pieces of sod. Sod is to be laid in a continuous fashion. No
isolated areas of sod, which are to be integrated with main portion of sod will be accepted.
During wet weather, allow sod to dry sufficiently to prevent tearing during lifting and handling. During
dry weather, protect sod from drying out and water sod as necessary to ensure its vitality and prevent
dropping of sod in handling. Dry sod will be rejected.
Cultivate areas to be sodded to a depth of 25mm. Fine grade free of humps and hollows and free of
deleterious and refuse material.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
25
Lay sod in rows, perpendicular to slope, smooth, and even with adjoining areas, and with joints
staggered. Butt sections closely without overlapping gaps between sections. Cut out irregular or thin
sections with a sharp knife. Provide close contact between sod and soil by means of light roller. Heavy
rolling to correct irregularities in grade is not permitted.
Water immediately after sod laying to obtain moisture penetration through sod into top lOOmm of
topsoil.
One month after installation, the sod shall be green and succulent and show evidence of rooting into the
underlying soil. Any area of sod which fails to meet these requirements shall be replaced by the
Contractor. Any area of sod which appears to be brown mId 'not. rooted'lDust bee replaced by the
Contractor immediately. The Contractor will not be held responsible for the condition of sod if damage
occurs beyond normal use.
A professional landscaper with membership in Landscape Ontario acceptable to the Contract
Administrator shall be required to place seed and fertilizer and be responsible for all maintenance as
required during the guarantee period.
The unit price for sodding shall constitute full compensation for supplying, hauling and placing sod;
watering and fertilizer application as specified; and for all labour , equipment and materials necessary to
complete the work. The unit price will include the initial two mowings of the grass.
SEEDING - ITEM NO. 61
Under this Item and for the unit price bid, the .Contractor shall supply the labour, materials and
equipment to complete the seeding as shown on the Contract Drawings and specified herein. Seeding
shall only be applied during mid-August to September time period. Seeding after October 1 should be
delayed until the following spring.
A professional landscaper with membership in Landscape Ontario acceptable to the Contract
Administrator shall be required to place seed and fertilizer and be responsible for all maintenance as
required during the guarantee period.
The location for the area to be seeded is indicated on the drawings and specified as follows:
Canada "Certified" Prill-on coated seed, "Canada No. 1 Lawn Grass Mixture" in accordance with
Government of Canada "Seeds Act" and "Seeds Regulations" containing the following seed mix design.
Grass Seed Mixture (named varieties for Kentucky Blue Grass)
20 % Kentucky Bluegrass
15% Perennial Ryegrass, high in endophyte value, equivalent to Player, Topgun, Palmer III
25 % Hard Fescue, equivalent to Spartan
40% Creeping Red Fescue
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
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In packages individually labelled in accordance with "Seeds Regulations" and indicating name of
supplier. Submit seed mixture varieties, cultivars and name of supplier for Contract Administrator's
approval prior to supply.
Provide water free of impurities that would inhibit germination and growth. Provide fertilizer in
accordance with Canada Fertilizers Act and Fertilizers Regulations.
Do not perform work under adverse field conditions as determined by Contract Administrator. Use
equipment and method acceptable to Contract Administrator.
Use acultipackerseeder, such as the ."Brillion" type mechanical landscape seeder, which accurately
places seed at specified depth and rate and rolls in single operation.
Sow seed uniformly at rate of: 125kg/ hectare. Blend applicationsd50' mm mto.adjacent grass areas and
previous application areas to form uniform surfaces. Sow half of required amount of seed in one
direction and remainder at a 45 degree angle as applicable.
Water seeded areas thoroughly within.24 hours of planting. Soil surface should be kept damp at all
times until the grass seedlings are fully emerged. This will require watering every few hours on clear
days, particularly during mid day when the sun is strong.
During seed establishment apply an application of a 50% SCU and 50% urea fertilizer with an analysis
ratio of 40-0-0 at a rate of 1.0 kg per 100m'. This application should be repeated Nov.I-15, June 1-15,
and Aug.I-15 following application. Fertilizer shall not contain filler material.
Perform following operations from time of seed application until acceptance by Contract Administrator:
1. Water seeded area to maintain optimum soil moisture level for germination and continued growth
of grass. Control watering to prevent washouts and repair washouts caused by rain or irrigation.
2. Repair and reseed dead or bare spots to allow establishment of seed prior to acceptance.
3. Cut grass with a reel type mower to 50mm whenever it reaches height of .70mm. Remove any
clippings, which will smother grass as directed by Contract Administrator.
4. Fertilize seeded areas after first cutting in .accordance with fertilizing program. Spread half of
required amount of fertilizer in one direction and remainder at right angles and water in well .
5. Control weeds by mechanical or chemical means utilizing acceptable integrated pest management
practices.
Areas seeded in spring will be accepted in the following fall provided the following acceptance
conditions are fulfilled:
1. Areas are uniformly established and turf is free of rutted, eroded, bare or dead spots and free of
weeds.
2. Areas have been cut at least twice.
The Contractor is responsible for the first two cuttings and the fertilization program. The Owner may
perform maintenance (cutting, watering and fertilizing) operations during the warranty period uuless the
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CONTRACT NO. CL2004-13
27
Contractor, at his option, decides to carry out the maintenance works. Maintenance operations carried
out by the Owner will be agreed to by the Contractor and will not be cause for relieving the Contractor
of any expense necessary to repair damaged areas, regardless of cause.
NATURALIZED SURFACE TREATMENT - ITEM NO, 62
This work shall consist of furnishing. constructing and maintaining a new vegetated surface composed of
an organic growing media injected with seed. This surface must be constructed with a pneumatic blower
unit complete with a supplemental granular injection system capable of installing at least 15 cubic meters
per hour.
To be installed by:
Hermanns Contracting Limited
1510 Hwy. 27
Schomberg, ON LOG lTO
(905) 939-1230
web site: www.hermanns.ca
OR
Landsource Organix Ltd.
100 Britannia Road East
Milton, Ontario, Canada
LOP IEO
I 877 548-8558
web site: www.landsourceorganix.com
OR Approved Equal.
Material: Terraseeding™ Organic Soil Amendment and Seed Cover Establishment
The material shall consist of composted materials, according to certain particle sizing specifications.
Particle size: 99% passing through a 25mm sieve.
Organic Soil: The amendment shall be derived from 100% well-decomposed green waste organic matter
produced by composting sites who meet or exceed MOE Compost Regulation 101 as well as meeting the
Canadian Council of Ministers of the Environment's (CCME) definition for Type" A" Compost (See
"Support Document for Compost Quality Criteria", CCME).
Proof of compost quality meeting CCME guidelines by an approved laboratory shall be submitted to the
engineer/landscape architect for approval prior to installation.
Seasonal Flooded Annual & Perennial Mixture and Annual Ryegrass Nursecrop Seed Mixes shall be as
supplied by OSC or approved equal, at the recommended application rate.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
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As Supplied By:
Ontario Seed Company
P.O. Box 7
Waterloo, Ontario.
N2J 3Z6
Tel: 1-519-886-0557
Fax: 1-519-886-0605
E-Mail: seeds@oscseeds.com
Seed Mixture
Nodding Bur Marigold
Fox Sedge
Canada Wild Rye
Coastal Panicgrass
Switchgrass
Fowl Meadowgrass
The application shall be placed as shown on the plans or as directed by the Owner or Owner's Agent.
The application shall be uniformly applied directly at the soil surface with a pneumatic blower. It shall
be applied at a minimum depth of 50 mm.
The composted material shall be injected with specified seed during application with an approved
supplemental granular injection system. The organic soil component shall abide by the minimum
standards required for seed establishment.
Areas must be set to grade and all large clods, rocks, stumps, roots larger than 50 mm in diameter must
be removed. Where practical, track (compact) perpendicular to contours using a bulldozer before
applying the compost injected with seed.
NOT FOR USE in areas of concentrated flow.
. Unless otherwise allowed by Owner or Owner's Agent, seeding shall be performed within the local
region's seeding deadlines.
Water seeded areas thoroughly within 24 hours of planting.
The Contractor shall maintain the surface in a functional condition for a period of one year. Contractor
shall make periodic inspections of the composted surface for effectiveness and shall immediately correct
all deficiencies. Where deficiencies exist, additional material shall be installed immediately to required
depth .
All surfaces shall be measured by the square metre, complete in place.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
29
All compost and seeded areas will be inspected to ensure compliance with this specification at the thirty-
day period following the operation. At the thirty-day inspection within the seeded earth areas, the
surfaces shall be visually intact and shall form a uniform cohesive mat.
If the completed work does not meet the Performance Measure after the thirty-day inspection, the areas
shall be documented, and the Contractor shall be notified of those areas, and re-inspected at sixty days.
If the completed work does not meet the Performance Measure after the sixty-day inspection, the
Contractor shall re-applythe specified materials in accordance with this specification within 14 calendar
days of receiving the notification.
The Contractor shall maintain the site until conditions permit application or re-application of compost
and seed.
All replaced compost and seed shall be subject'to the',Quality Assurancl::isectionof.thisspecification.
All naturalization areas shall be maintained for a period of 2 years from',date"offmalacceptance.
SUPPLY AND INSTALLATION OF PLANTS - ITEM NO. 63
Payment shall be made under this item for the supply and installation of trees, shrubs, and perennials
according to the landscape plan and planting details in 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. The
Contractor must be a member of Landscape Ontario.
All plant material shall meet the horticultural standards of the Canadian Nursery Trades Association with
respect to grading and quality. They shall be nursery grown, under proper horticultural practices as
recommended by the Canadian Nursery Trades Association.
Nomenclature of specified plants shall conform to the International Code of Nomenclature for Cultivated
Plants and shall be in accordance with the approved scientific names given inthe.iatest edition of the
Standardized Plant Names. The names of varieties not named therein are generally in conformity with
the names accepted in the nursery trade.
Substitutions for the specified plants will not be accepted unless approved in writing by the Contract
Administrator. Notify Contract Administrator of source of material at least 7 days in advance of
shipment. Make plant material available for inspection at source of supply or upon arrival at site.
Approval of plant material at source of supply does not ensure acceptance upon arrival on project site or
during the course of construction. The Contract Administrator reserves the right to reject any plant
material, whether planted or not, which does not conform to the specifications. Do not remove any labels
from plants until they have been inspected and approved by the Contract Administrator.
All plant materials which cannot be planted immediately upon arrival on the site shall be well protected
with soil or similar material to prevent drying out and shall be kept moist until commencement of
planting. Coordinate shipping of plants and excavation of holes to ensure minimum time lapse between
digging and planting. Ensure that trees are protected from abrasion, breakage, and exposure during
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
30
transit. Root balls shall not be cracked, broken, or damaged at time of planting. Plants shall be true to
type and structurally sound, with straight trunks and leaders intact, and be well and characteristically
branched for the species. All plant material to be free of disease, insect infestation, rodent damage, sun
scald, frost cracks and other abrasions or scars to the bark. They shall be densely foliated when in leaf
and have a healthy, well developed root system.
Planting shall be done during periods suitable with respect to weather conditions and locally accepted
practice, and to the Contract Administrator's approval. Reserve spring dug material to be planted in the
fall. The rootball is to be placed on unexcavated or compacted material to avoid settlement. Plants shall
be set plumb in the centre of the planting pit at the same relation to grade as originally grown, after
settlement has taken place. The north side of the trunk shall be marked inthe.nursery, and trees shall be
planted to face the same direction, or to give the, best'appearance oF'relationship:tO;.adjacent structures,
as approved by the Contract Administrator.
Excavated soil shall be mixed 2: I with augmented topsoil or commercially prepared Triple Mix for
planting backfill. All debris, clay lumps, roots and stones over 50 mm in diameter and other extraneous
matter shall be removed from excavated soil to be used in backfill and disposed of off site. Topsoil shall
be fertile, friable, natural loam containing notless than 4% organic matter, capable of sustaining
vigorous plant growth. It shall be free of any admixture of subsoil, clay lumps or weeds, and free of
stones and roots over 50 mm in diameter and other extraneous matter.
For plants in wire baskets, remove all ropes, wires, etc., and cut burlap away from at least the top half
of the root ball. At least the top half of the wire basket shall be removed. Pots shall be removed from
potted plant material. Backfill and tamp soil mixture in layers not exceeding 150 mm depth. Soak the soil
mixture thoroughly with water when the hole is half filled, and water thoroughly immediately after
planting is complete. Provide a corrugated PVC trunk guard for all deciduous trees. Fasten guard using
plastic lock ties.
Shredded bark mulch free of any granular and organic material will be applied around all trees and to
planted shrub beds. Mulch shall be continuous throughout shrub beds. The mulched edge of shrub beds
adjacent to sod shall extend at a minimum to the dripline of the shrubs, A sample. of the mulch to be used
shall be submitted to the Contract Administrator for approval. The mulch will be hand placed around all
trees and shrubs to a minimum compressed depth of 100 mm. Mulch shall not be placed against the
trunks of trees and shrubs.
Maintain all plant material and assume full responsibility for protection of all planted areas until final
acceptance of all project work. Submit a written guarantee to the effect that all materials and
workmanship be guaranteed for a period of one (I) year following project completion. Keep planted
areas free of weeds at all times. Remove all debris, broken branches, etc., and maintain planted areas in
neat condition at all times. Water when necessary, with sufficient quantities to moisten the entire root
system. Use chemicals as necessary for weed, disease, and insect control in strict accordance with
manufacturer's recommendations, and in compliance with applicable pesticide control regulations.
Assume full responsibility for any damage that may result from the use of such chemicals. The warranty
on replacement plant material shall be extended for a period equal to the original warranty period.
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SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
31
Final inspection of all plantings shall be made at the end of the specified guarantee period. All stakes,
ties, and wires used for staking shall be removed at the end of the guarantee period. At the time of
inspection, all plants shall be alive and in a healthy, satisfactory growing condition. Owner reserves the
right to extend Contractor's warranty responsibilities for an additional year if, at end of initial warranty
period, leaf development and growth is not sufficient to ensure future survival. All plant material found
dead, or not in a healthy, satisfactory growing condition, or which in any way do not meet the
requirements of the specifications, shall be replaced by the Contractor at the Contractor's expense. All
required replacements shall be plants of the same size and species as specified on the plant list and shall
be supplied and planted in accordance with the drawings and specifications.
SECTION E - SITE FURNITURE
SUPPLY AND INSTALLATION OF TRASH RECEPTACLES - ITEM NO. 64
Payment shall be made under this item for the supply and installation of the trash receptacles as indicated
on the Layout Plan. Contractor to ensure that cans are installed plumb and level. The colour of the
garbage can is to be black. The garbage cans are Model No.PFT32-D Premier Litter Receptacle with
Locking Door for in ground installation as supplied by:
Paris Equipment Manufacturing Ltd.
www.peml.com
21 Scott Ave., P.O. Box 70
Paris, ON, N3L 3E5
Tel: (519) 442-3324
Fax. (519) 442-0111
E-mail: tammy@peml.com
Or approved equal.
SUPPLY AND INSTALLATION OF DRINKING FOUNTAIN - ITEM NO. 65
Payment shall be made under this item for the supply and installation of drinking fountain as indicated on
the Layout Plan. Contractor to ensure that fountains are installed plumb and level. The colour of the
fountain is to be black. The fountain is History Model No. 3511 for in ground installation as supplied
by:
Haws Corporation
R.G. Dobbin Sales
Tel: (416) 663-5465 Suzanne
SUPPLY AND INSTALLATION OF PARK BENCHES - ITEM NO. 66(Provisional)
Payment shall be made under this item for the supply and in ground installation of the benches as
indicated on the Layout Plan. The Contractor is to ensure that benches are installed plumb and level.
SPECIAL PROVISIONS - TENDER ITEMS
CONTRACT NO. CL2004-13
32
The colour of the benches is to be blue for the frame and sand for the Recycled plastic. The two
benches are model 'Riverside, 6 foot' installation as supplied by:
Classic Displays
www.classicdisplays.com
80 Bovaird Drive West
Brampton, ON L6V IA1
Tel: (905) 451-8811
Fax. (905) 451-8920
Email: mike@classicdisplays.com
Or approved equal.
SECTION G - ARCHITECTURAL
SITE BUILDINGS - ITEMS NO. 79,70&71
Lump Sum bid for building facilities to include compensation for all labour, materials, permits, etc. as
required to construct items as detailed on drawings A-A. Also include all external services within 1m of
building envelope.
ALTERNATE BUILDING PRICING - ITEM NO. 69B
In the event that the total tender amount exceeds budget, the Municipality may be required to eliminate
the construction of the Fieldhouse Service Building, therefore the Contractor is required to provide an
alternative price for the reduced service building as detailed on drawing D06.
The price for this work shall be taken into account in evaluating the tenders which may mean that the
lowest tender is not necessarily accepted.
SECTION H - SANITARY SEWER FORCEMAIN - ITEM NO.7269
Reference: RMDSS 02531, Contract Drawings
Work shall be carried out in full accordance with the requirements of RMDSS 02531.
Pipe shall be laid to a cover depth of 1. 2m minimum at the point of termination at the building (1. Om
from the face of building) and to a cover depth of 1.5m minimum at the North termination at the parking
lot. (See drawings No. L04)
Back fill shall be placed and compacted to original ground level at the time of installation.
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BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERALELECTIDCAL
REQUIREMENTS
Page 1
PART 1- GENERAL
1.1 GENERAL
All conditions of the Contract apply to the work of this Section.
1.2 RELATED WORK
Provide all labour, tools, services and installation of all products in accordance with the
Specifications .
1.3 RELATIONSHIP TO OTHER DIVISIONS
Division 15 shall:
Complete all related control and interlock wiring, extra-low (up to & including 30
volts) and/or low voltage (31 to 750 volts) unless otherwise indicated.
Provide all fans, motors & domestic water heaters where indicated.
Provide, mount and wire all thermostats (and guard where indicated) for mechanical
equipment as noted.
Provide, mount and wire all damper motors.
Supply and mount storm and sump pump panels and control devices.
Division 16 shall:
Do all low voltage (31 to 750 volts) power wiring to equipment of all other Divisions.
Unless otherwise indicated on the electrical drawings Division 15 control and interlock
wiring, extra-low (up to & including 30 volts) and/or low voltage shall be by Division
15.
Provide all starters and disconnects as required.
Provide power to storm and sump pump panels and connect pumps.
Provide and install complete functional Baseball and Softball diamond lighting system
for 4 diamonds as per specifications and drawings.
Provide and install complete functional pedestrian lighting system as per specifications
and drawings.
1.4 PERMITS AND ALLOWANCES
The Engineer has submitted the Contract Drawings and specifications to the Electrical Safety
Authority for approval. ESA comments will be incorporated in the project using normal
contract procedures. Co-ordinate and provide additional information as required. Inform the
Engineer of any concerns noted prior to ordering equipment.
Pay all Electrical Safety Authority permit and inspection costs.
Co-ordinate with Supply Authority and provide additional information as required.
BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL
REQUIREMENTS
Page 2
Provide, in a timely manner, a copy of all applicable comments made by authorities having
jurisdictiou.
Conform to Division 1.
1.5 VISIT SITE
Visit and examine the site. Review the drawings of other trades. No compensation will be
considered for difficulties arising from failure to do so.
1.6 EQUIVALENT
Conform to Division I.
Should a bidder wish to propose alternates for the items included in the Tender amount, a
separate list of such alternates and the cost changes to the aforesaid Tender amount shall be
submitted for the Consultant's consideration. This list must be submitted with the tender. and
alternates will be considered after the close of tendering time only if specified items are
restricted with respect to availability.
With this list of equivalents. submit manufacturer's name, catalogue numbers, and sufficient
details to enable the Consultant to properly evaluate the proposal. Equivalents submitted
without this information will not be considered. This section shall assume full responsibility for
all additional subsequent installation, equipment and related costs to the entire system which
may result from the acceptance of an alternative piece of equipment or system.
Equivalents shall only be included in the Agreement upon written authority of the Consultant
and the Tender amount shall be adjusted in accordance with the cost changes in the submitted
alternative list.
1. 7 REGULATIONS
Comply with the latest Ontario Building Code and amendments and the requirements of the
Municipal Building Department.
Comply with the latest regulations of the electrical safety codes and the requirements of the
local Ontario Electric Safety Authority inspection department, the requirements of the local
hydro commission, the recommended standards of the Canadian Standards Association, the
Ontario Ministry of Labour, the Occupational Health and Safety Act, Provincial and Federal
governments or any other authority having jurisdiction.
Provide all equipment and systems tested and proven to be the Year 2000 compliant.
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 160 10
GENERAL ELECTRICAL
REQUIREMENTS
Page 3
1.8 SCOPE
Generally, the work includes, in the time frame set out or implied, the provision of a complete,
interfaced, reliable, continuous operating electrical systems shown, implied, described or
required, including but not limited to all labour; equipment; confirmations, co-ordination of
equipment; interim set-up and operation, spare parts; fees; service layouts; permits;
inspections; investigations; studies; acceptance tests, including 3rd party; demonstrations;
reports; bonds; notices; declarations; administration; liaison, reviews, meetings,
correspondence and travel. Provide training, warranties and insurance.
Provide review bya soils engineer and a structural engineer to confirm and or redesign the
exterior fixture pole base detail as required by actual conditions,
Refer to Division I for requirements regarding temporary power.
The electrical drawings are schematic and indicate major equipment and intended overall
arrangement. Exact sizes, dimensions, locations, devices and arrangements shall suit
equipment, site conditions and requirements. Review shop drawings for sizes and requirements
under Division 16 and ensure compatibility of all systems specified and installed; report
problems. concerns and variations. The Engineer shall review shop drawings of equipment
prior to installation. Refer to Division 1.
The Contract Drawings and the Specifications are to be read in conjunction with all other
design and engineering documents. Provide all equipment after co-ordinating and reviewing all
Division 16 work required by other Sections, service companies and jurisdictional authorities.
The omission of work and materials that are required to complete the project is not to be
interpreted as relieving this Section of the necessity of providing such work and materials.
Ensure all equipment is installed correctly and sequentially.
In case of conflict among authorities, trades, drawings, specifications and other documents, the
most stringent requirements shall apply, as directed by the Engineer.
All work and material shall be installed to the manufacturer's and the Engineer's
recommendations and satisfaction, as applicable.
Protect materials and equipment after delivery to minimize the probability of condensation or
other damage prior to the application of final heating systems.
1.9 SHORT CIRCUIT AND CO-ORDINATION STUDY
Engage the services of a qualified electrical engineer to perform a short circuit and protective
device co-ordination study. The study is to include all protective devices fed from the Supply
Authority transformer rated 600 volt and 120 volt, 200A and higher as well as the feeder to the
largest motor.
Co-ordinate with the Supply authority to obtain system short circuit characteristics.
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 160 10
GENERAL ELECTRICAL
REQUIREMENTS
Page 4
Submit the study as a shop drawing and incorporate the recommendations.
1.10 RESTORATION
Sodding and surfaces, trees and any other item damaged as a result of performance under this
Agreement shall be replaced/restored to a similar quality of the surrounding area.
Conform to Division I.
1.11 ADMINISTRATION
Submit a list of delivery dates for each type of equipment, within 30 days of awarding of the
contract or at the preconstruction meeting. The list shall include.the-.manufacturer's name.
Shop drawings shall indicate conformity with all items of the equipment specifications.
If Integrated Equipment Rating system is to be used, the manufacturer shall complete a study to
ensure equipment quoted will achieve suitable fault rating requirements. Results are to be
submitted with shop drawings.
Claims for extras shall be submitted with a complete breakdown of material and labour.
1.12 SHOP DRAWINGS
Submit shop drawings as per Division I.
1.13 CERTIFICATES
Provide copies of all required certificates of approval, test results and verifications.
1.14 RECORD DRAWINGS
Conform to Division I.
White prints shall be provided for record purposes. Keep a careful record on these drawings of
all variations between the installation and the drawings, including change orders and site
instructions. At the completion of the installation provide two sets of final "as built" drawings,
including all installed equipment, devices and conduit.
1.15 WARRANTY
Conform to Division 1.
Provide manufacturers' standard warranty if greater than one year.
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL
REQUIREMENTS
Page 5
1.16 MAINTENANCE MANUAL
Conform to Division 1.
Include ESA certificate, programming parameters for devices with field adjustment capabilities
and a list of ranges and setpoints at final commissioning.
1.17 SPARE PARTS
Provide three (3) spare fuses of each size and type used.
Provide three (3) spare indicating light bulbs of each type used.
Provide two spare ballasts and two spare lens assemblies of each. type.used.
Provide four spare lamps of each type used.
PART 2 - PRODUCTS
2.1 MATERIAL
All material shall be specification grade, where applicable, new and carry C.S.A. approval or
special hydro inspection approval.
Similar devices and items shall be from one manufacturer throughout the project.
2.2 GROUNDING
Provide all grounding to the authorities' approval. Use CSA approved connection methods.
Provide appropriate mechanical protection for all ground wire.
Provide appropriately sized ground or bond wire in all conduit systems; including EMT, steel
and PVC types.
Provide #6 A WG insulated ground wire from Phone, Computer and Instrumentation main
systems to main ground point in the building.
Install 20 X 3000mm long copper clad steel rod electrodes and make grounding connections.
Engage the services of an independent contractor to undertake a ground resistance measurement
on the grounding system prior to termination and backfill. A log of measurements shall be
provided. Notify the Engineer if the resistance of any rod is greater than 5 ohms.
A resistance measurement shall be performed on rods prior to termination and backfill. A log
of measurements shall be provided if required. Notify the Engineer if the resistance of any rod
is greater than 5 ohms.
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 160 10
GENERALELECTIUCAL
REQUIREMENTS
Page 6
Grounding grid and grounding electrode conductors shall be buried directly in the earth without
breaks at a minimum depth of 460mm below grade when unprotected.
2.3 LOCATIONS, ACCESS AND CLEARANCES
Verify all panels adequate clearances for safe access.
Install all equipment according to manufacturer's recommendations with adequate access and
clearances.
Provide acceptable painted metal shroud over cables and conduits around. exterior or public
areas to prevent climbing, as required.
2.4 ACCESS DOORS
Provide access doors in walls and ceilings to service electrical equipment and concealed devices
requiring access. Group devices to minimize doors. Access doors in fIre separations are to
be ULC labelled. Doors shall match fInish and be flush with surface.
All sizes and locations of doors shall be approved in writing by the Owner and or Engineer
before installation.
2.5 EXCA VA TION & BACKFILL
Provide excavation and backfIll required for the work of Division 16.
Before commencing work establish location and extent of under and above ground utilities in
the area of excavation. If there is a conflict or misinformation notify, in writing, the Engineer,
Utility Companies and Municipal authorities of fIndings. Submit copies of all notifIcations to
the Engineer.
Materials and workmanship to be in accordance with the Ontario Building Code.
Provide adequate sand encasement and protection for all direct buried conduit and cables.
Concrete work shall conform to CSA A23 Series.
Concrete shall meet requirements of CSA A23.1 exposure class F-2 (25 MPa, 4% to 7% air
entrainment, 0.55 W/C ratio).
Equipment shall be anchored to concrete foundations in accordance with the manufacturer's
recommendations.
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BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 160 10
GENERAL ELECTRICAL
REQUIREMENTS
Page 7
2.6 GRADE LEVEL PULL BOXES
Provide grade level pull boxes as indicated on drawings to suit installation.
Install pull box as per relevant OSPD standards and manufacturer's recommendations.
2.7 CUTTING & PATCHING
Openings on all electrical boxes shall be punched or cut.
At all penetrations of the roof, walls and floors and/or as indicated on the Contract Drawings
provide Portals Plus Alumi-Flash, Pipe Portal, Pipe.Boots and.Quadraseals or Portals Plus
Retrofit as manufactured by Portals Plus, Inc. and distributed by D.E.L.Roofing Equipment,
905 8560333. Seals shall be installed to the manufacturer's recommendations, instructions and
to the satisfaction of the Engineer.
2.8 EQUIPMENT
Service equipment and other relevant systems to be rated for 100% loading. Select breaker and
or fuse types to ensure optimum selective coordination.
Disconnects, panels, motor starter and meter sockets shall be by Group Schneider, Cutler-
Hammer, Allen Bradley Canada Ltd., Moeller Electric or reviewed equivalent.
Manual motor starters for fractional horsepower motors shall have inherent overload devices,
manual reset, CSA size as indicated or required, with pilot lights to suit. Starter options shall
include disconnect switch and locking attachment to suit requirements.
AC Magnetic Starters: Full-voltage, I-phase or 3-phase c/w loss of phase detection, overload
relay per phase with manual reset from outside enclosure, control transformer (confirm l20Y),
solenoid-operated contactor, "Hand-Off-Auto" switches, pilot lights, timer control as indicated
and or required, operable outside enclosure, minimum 1 - N.O. and I-N.C. auxiliary contacts,
power and control terminals, control as indicated c/w relays, controls and other accessories as
required, each unit size, type rating and enclosure as shown on the Contract Drawings.
The minimum acceptable starter size to be EEMAC size 1.
Confirm motor starter overload heater requirements with actual motor nameplate current and
provide as required.
Selector Switches: maintained contact, 2 or 3 positions, of heavy duty construction, standard
operator handle, contact block arrangement, unless otherwise specified herein or as shown on
the Contract Drawings.
Provide splitter boxes and or troughs as required, Hydel. Hoffman or reviewed equivalent.
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 160 10
GENERAL ELECTRICAL
REQUIREMENTS
Page 8
Switches, receptacles (including GFI) and cover plates shall be specification grade and
manufactured by Hubbell, Pass & Seymour, Smith & Stone, Leviton or reviewed equivalent.
Switches to be minimum of 20 ampere, horse power rated and voltage to suit. Receptacles to
be 15 ampere unless otherwise indicated. Device body shall be ivory. and covers stainless steel
to match box type. Use gang plates as applicable. Provide Class A Ground Fault receptacles
and weather proof cover as indicated.
Transformers shall be as indicated and manufactured by Hammond, Rex, Marcus or reviewed
equivalent. Primary winding shall include 4 - 2 1/2 % taps, 2 up and 2 down from normal
voltage. Insulation to be rated class "H" (150"C). Terminals, windings and ground bus to be
copper. Vibration pads to be included if the transformer is floor mounted. Transformer shall
be weatherproof or drip-proof as required.
Provide required control boxes, lockable if required, as necessary.
All equipment shall operate without noise or vibrations exceeding manufacturer's criteria.
2.9 MINI-POWER CENTRE
Provide mini-power centre, as noted, complete with the following features:
Primary and secondary main circuit Breakers with interrupting rating of 14kA at the
primary and 10kA at the secondary.
Branch breakers as indicated.
Loadcentre shall have number of circuit capacity as indicated.
Standard ground bar provided for grounding of individual secondary circuits.
Load centre neutral bar grounded to the enclosure.
Transformer shall have copper windings, resin-encapsulated, core-coil assembly with
core grounded with a copper lead.
All live parts are enclosed for personnel safety and equipment protection.
Hinged cover prevents removal and can be padlocked.
Grounding terminal provided on the enclosure.
Enclosures shall be NEMA Type 3R indoor/outdoor heavy gauge steel with a rugged
bakedpolymer polyester powder coating.
CSA approved
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BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 160 10
GENERALELECT~CAL
REQUIREMENTS
Page 9
2.10 PANELBOARDS
Provide new lighting and power distribution panels, as noted, complete with lockable doors.
Provide circuit breakers for all loads and devices wired under the Contract. Provide spare
breakers as indicated on panel schedule. 2 and 3 pole breakers shall have common trip.
All new panelboards to be the product of one manufacturer.
For 208V panelboards, the bus, the main breaker and the branch breakers shall be rated for a
minimum of 10 leA (symmetrical) interrupting capacity except as otherwise indicated.
For 600V panelboards, the bus, the main breaker and the branch breakers shall be rated for a
. minimum of 14 leA (symmetrical) interrupting capacity except as otherwise indicated.
Arrange the phase bussing with the odd numbered breakers on the left and the even numbered
breakers on the right with each breaker being identified by a permanent label showing the
circuit number and phase.
Provide two keys for each panelboard and key all panelboards alike.
Provide a copper main bus of the voltage and ampere ratings as indicated.
Provide bolt-on branch breakers except as otherwise indicated.
Provide doors with concealed hinges, locks and hardware for all panelboards unless otherwise
indicated. For recessed panelboards, provide chrome plated hardware where exposed.
Provide a Class A, Group 1, GFCI 5 mA ground fault protection on those branch breakers as
indicated.
Provide painted steel, CSA type 4 waterproof enclosures as indicated.
2.11 FUSES
All fuses shall be Bussman HRC I or equal and as required by manufacturer.
Fuses greater than 600 amp shall be class "L" hi-cap time delay fuses.
Fuses 600 ampere or less for non-inrush circuit shall be class"J" limitron.
Fuses 600 ampere or less for in-rush circuits (motor or primary of transformer) shall be class
"J" hi-cap time delay.
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERALELECTmCAL
REQUIREMENTS
Page 10
Outside light fixtures shall have an in-line fuse holder and fuse in each ungrounded phase
conductor.
2.12 WIRING
Wiring shall be TWH, RW90, THHN or AC90 for branch circuits installed in dry locations and
RWU90 for all underground installation. Temperature rating to be 90 oC or greater. All
conductors, unless specifically noted otherwise, shall be copper with 600 volt insulation.
All feeders shall be run in continuous length between power supply point and the load with no
splices.
Provide separate neutrals for electronic ballast lighting circuits.
Branch circuit volt wiring shall be #12 A WG minimum. Size wiring to maintain a maximum of
2 % voltage drop, also on a 120 volt, 15 amp single pole breaker:
Use #12 A WG RW90 up to 30 m (100 feet),
Use #10 A WG RW90 up to 45 m (150 feet).
Control wiring to be #16 A WG minimum. Size wiring to maintain a maximum of 2% voltage
drop.
Wiring inside steel poles shall be run in polyethylene tubing or have protective bumpers placed
every 3 m (10 feet).
Do not splice wires in underground pull boxes except grounding conductors.
2.13 HIGH VOLTAGE CABLE
High voltage cable, complete with concentric neutral shall be rated at 28kV for 27.6 kV
grounded wye distribution systems and manufactured in accordance with the latest revision of
the specification N"UECC-l and amendments with the exception of the following
characteristics:
Single conductor, 110, compressed class B stranding, annealed uncoated copper conductor.
Concentric neutral, 100% bare annealed, untinned copper wire helically applied with bare
undercoat copper equalizing tape applied under the concentric neutral.
The concentric neutral shall be encapsulated with black linear low density polyethylene jacket.
The cable manufactured shall be dry cured; and cable jacket include sequential metre markings.
Cross-sectional diagram with dimension of the cable shall be submitted as a shop drawing.
Cable must be C.S.A approved.
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BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERALELECT~CAL
REQUIREMENTS
Page 11
Conduct hipot testing at test voltages in accordance with manufacturer's and IPCEA
recommendations. Submit test results.
2.14 HIGH VOLTAGE CABLE TERMINATIONS
Cable terminations for the load break elbows shall be in accordance with the Utility and
manufacturer's recommendations.
Primary cable terminations to be used in pad mount transformer shall be Thomas & Betts
Elastimold load break elbows except as otherwise indicated.
Primary cable terminations to be used on pole shall be 3M cold shrink type and Hydro One
approved except as otherwise indicated.
Contractor shall provide the cable terminations and all associated hardware to Hydro One for
installation by them.
2.15 CONDUIT
Unburied conduit shall be EMT or rigid PVC as permitted by Code unless stated otherwise.
Direct buried conduit shall be rigid PVC conduit, with ground, as permitted by Code. Joints
shall be made with rigid PVC solvent welded couplings, adapters as required to make complete
installation. Concrete encased conduit may be PVC DB2 conduit with ground. as permitted by
Code. The minimum cover to concrete surface shall be 50 mm. Do not place conduits in slabs
in which slab thickness is less than 4 times conduit diameter. Seal tight conduit shall be used to
connect motors and equipment, minimize runs.
Minimum conduit size for lighting and power circuits shall be 21 mm (3/4") unless otherwise
stated. All buried conduit or conduit embedded in concrete shall be minimum 25 mm
diameter.
Maximum armoured cable (BX) length of 3 m (10ft) is acceptable in the ceiling space, use
EMT conduit otherwise. Minimum lengths of armoured cable may be used in furred ceilings,
hollow partitions and hollow walls. EMT only in masonry walls unless otherwise approved.
No BX may lay on or clip to ceiling tiles or terminate in panels.
Provide all pull boxes, junction boxes, terminal boxes, fittings, seals (EYS as required), drains,
plugs, cover plates, bushings, clips, rods and accessories as required and appropriate. EMT
conduit connectors to be c/w steel set screw. Where the potential for box submergence exists,
the box is to have a submersible rating with all fittings designed and installed to prevent the
entry of water.
BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 160 10
GENERALELECTmCAL
REQUIREMENTS
Page 12
Supports for conduit, cable or equipment shall be corrosion resistant or preserved wood and
where cutting of support materials is required, the cut ends to be treated to maintain suitable
protection from deterioration.
Provide and locate all sleeves required to pass wiring through building walls and floors and
ceilings. Fill voids between conduits and sleeves with material and caulking sealant to suit
application and fire rating.
Provide complete metal conduit system for door operator control wiring
Provide empty conduit systems for phone, CATV & computer outlets or as designated.
Conduit as indicated or as a minimum: 2Lmmconduit fromthe outletto telephone backboard.
Provide outlet boxes, cover plates, junction and pull boxes and fireproof backboards as
required.
Co-ordinate with all trades to locate conduits in slabs, as required, before concrete pouring,
record routing on prints.
Co-ordinate and record exact routing of underground ducts and conduits. Establish elevation of
ducts, schedule of work before installation.
All conduit and wiring within the building shall be run neatly and parallel to the building
structure, above finished ceilings, within finished walls or below the floor. Conceal conduits as
much as practical. It shall be supported from the building structure. Minimize horizontal runs
along walls. Nails or tie wires are not acceptable. Do not caddie clip to ceiling hangers.
Provide fish wire in all empty conduits.
2.16 LIGHTING FIXTURES & LAMPS
Provide complete lighting fixtures and lamps, as designated in the fixture schedule. Acceptable
manufacturers, reviewed equivalent: Peerless, Thomas, Lithonia, Metalux, Canlyte CFI.
Fluorescent lamps, generally: Lamp Design - F32; Bulb shape wattage - T8-32 rapid start; Base
- md bip.; Initial lumens 2900; Life hr. - 20,000; Description 4100K (Cool White equivalent)
or as indicated otherwise.
Fluorescent lamp ballasts shall be rapid start Flotronic, EBT, General Electric, Magnatek
integrated circuit or equivalent. Provide such quantities in the fixtures as required to suit the
installation and switching arrangements (review drawings). Provide cold weather ballasts for
cold areas as required. All ballasts to be from the one manufacturer and carry a warranty of a
minimum of 3 years. Upon completion of the Contract submit a list of ballasts with the
manufacturer's catalogue sheets.
Provide lamps as indicated. All fluorescent lamps to be from one manufacturer only. Upon
completion of the Contract submit a list of lamps with the manufacturer catalogue sheets.
Acceptable manufacturers, Sylvania, Phillips or CGE.
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 160 10
GENERAL ELECTRICAL
REQUIREMENTS
Page 13
Fluorescent fixtures shall have baked enamel white fmish, unless otherwise stated.
High Intensity Discharge (HID) ballast to have low temperature starting, high power factor.
protected starter, good lamp wattage regulation and ability to withstand + / - < 20 % voltage
fluctuations. Remote ballast as indicated.
2.17 LIGHTING OCCUPANCY SYSTEM
Provide an occupancy sensor system to control the lights as indicated on the drawings as
manufactured by The Watt Stopper or reviewed equivalent.
Provide sensors as indicated.
Separate sensitivity and time delay adjustments shall bereadily'accessible to the user
with LED indication of sensed movement to simplify set up.
Unit shall provide manual override in the event of a failure and allow board
replacement without removing the unit or its wiring.
Occupancy sensor shall be low voltage W Series Ultrasonic type as manufactured by
The Watt Stopper. Sensors model shall be as recommended by the manufacturer
specifically for the size and use of the area in which they will be used.
Power pack relay shall be BI20E-P, rated fOr 20A ballast load or IHP motor load.
Wiring shall be in conduit.
Employ distributor to confirm the appropriate sensor settings and operation.
2.18 EMERGENCY LIGHTING
Provide emergency lighting system and wiring as designated. Long life sealed battery and
charger units shall maintain designated power level and time duration of 30 minutes. Wiring
shall be sized to limit voltage drop to 5 %.
Provide battery units c/w auto-test automated self-diagnostic circuitry and number of heads as
indicated on drawings.
Equipment shall be to CAN/CSA C22.2 No. 141, Unit Equipment for Emergency Lighting by
Rycroft/Lumacell, Emergi-Lite, Luxnet or reviewed equivalent.
2.19 PEDESTRIAN LIGHTING POLES, FIXTURES AND RELATED HARDWARE
Provide poles, bases, fixtures and lamps as designated or required. Aim fixtures as required.
Co-ordinate with the manufacturer's representative to ensure installation procedures and
adjustments are in accordance with manufacturer's recommendations.
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL
REQUIREMENTS
Page 14
Co-ordinate time of arrival and be responsible for off-loading and storage of all materials.
All materials shall be stored in a secure, dry storage facility until installation is undertaken.
Poles shall be handled using suitable slings at the pole pick up points specified by the pole
manufacturer.
Reflectors, glassware and lamps shall not be installed until the pole has been erected and the
brackets and luminaires mounted and levelled.
Luminaires shall not be exposed to conditions where moisture can damage the insulation and
reflecting surfaces of the optical system, and when removed from cartons during the process of
installations, they shall be protected with a covering acceptable to the'Engineer until the
reflector, glassware and lamps are installed.
Install fixtures on poles and lamp.
Each pole shall have a number of fixtures as indicated on the drawings.
Fixtures are to be as stated or reviewed equivalent. Fixtures shall have suitable beam cut off
properties to be considered.
Lamps shall be General Electric or Philips.
2.20 CONTACTORS & TIMERS
Furnish and install TORK Model DG180 digital time switch:
Controller shall be capable of 288 set points.
Controller shall program in 5 minute resolution.
Controller shall repeat the same schedule each day or be capable omitting any selected
days.
Controller shall program in AM/PM or 24 Hour format.
Display shall be LCD.
Controller shall have daylight saving or standard time.
Controller shall have automatic leap year compensation.
Controller shall have battery backup capability of 450 hours with Lithium battery.
Controller shall be capable of manual override ON or OFF to the next scheduled event.
Unit shall have an indoor/outdoor Noryl enclosure as standard.
All lighting contactors to be Square D No. 8903 series electrically held, 600V contacts, 120V
coil complete with enclosure. Contactors shall be rated for HID ballast load.
2.21 ELECTRIC HAND DRYER
Provide, install and wire hand dryers as indicated. Equipment manufacturer to be:
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL
REQUIREMENTS
Page IS
Nova, 208 volt surface mounted, automatic infra red 2000 W, stainless steel fmish Cat.
# NOV A2.
2.22 SERVICE ENTRANCE & FEEDERS
Provide a new 347/600 volt, 3 phase, 60 hertz, 4 wire, electrical service. amperage as indicated
on drawings. Coordinate all work with the local Hydro Authority. Utility service charges will
be paid directly by Owner.
Provide primary cables, primary duct banks, pad for transformer and grounding, secondary
duct bank, secondary cables and service entrance. equipment as indicated.
Provide acceptable bollard protection.
Supply and install meter base in a lockable enclosure as shown on the drawings and as per local
Hydro specifications. Provide conduit from PT/Cf compartment of service panel to metering
cabinet to local Hydro Authority requirements. Provide Key Box at required door.
On a three phase service the unbalance due to single phase loads shall not exceed 20 % of the
customers total demand in kilowatts. Submit results to the Engineer for review.
Balance all circuits and sub-feeders to within 5%. Submit results to the Engineer for review.
2.23 SERVICE ENTRANCE SWITCHBOARD
Provide free standing floor mounting switchboard as shown on the drawings. Incorporate
service entrance, metering sections and distribution as indicated.
The board shall consist of a main breaker section, 600 V breaker section.
The enclosure shall be constructed of galvanized steel with ASA61 gray finish.
The bus shall be tin plated copper with 25 kA symmetrical short circuit bracing.
Acceptable manufacturers: Federal Pioneer, Square D or Cutler Hammer.
2.24 SURGE SUPPRESSION
Provide secondary class lightning arrestors, metal oxide type, as shown on the drawings.
Mount the lightning arrestors in the cable entrance compartment, suitably supported.
Devices to be ULl449 second edition approved and suit the location category.
Provide PTXI60 transient surge protection 347/600 volt 4 wire as indicated on the drawings.
As manufactured by Innovative Technology Inc. (877-775-7474 for local supplier International
Innovative Systems) or reviewed equivalent. Provide a circuit breaker or fuse protection and
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL
REQUIREMENTS
Page 16
interface as recommended by the manufacturer. Minimize lead length from device to bus (less
than 300mm, 12").
Arrange for the manufacturer's representative to visit the site and provide a letter to indicate the
surge protection has been installed in accordance with the manufacturer's recommendations.
PART 3 - Execution
3.1 EQUIPMENT INSTALLATION
Prior to installation and start up, co-ordinate and confirm that-all electrical equipment and
systems are compatible, are sized correctly and shall work safely as intended.
Provide an acceptable documented procedure for the commissioning of all systems. Contact
Engineer to arrange for a viewing of the system demonstration. All systems shall be fully
operational and verification documents available at least 24 hours before requesting a review by
the Engineer. Provide hard copies of all programs for review before and after commissioning
of equipment. At the discretion of the Owner, back charges for costs incurred may be levied if
systems are not commissioned and operational at the time of the Engineers visit and return
visit{s) are required.
Install, program/set-up and adjust all equipment as indicated and or required and complete all
commissioning.
Train the Owner's personnel as required to operate and maintain all equipment.
Unless otherwise required equipment should resume the last state condition (automatic or
manual) after a power failure.
Electrical work is indicated generally on the Contract Drawings by standard symbols as per the
legend. The letters in the symbol indicate the type of device as per' the schedules. The letters
and numbers outside and adjacent to the symbols indicate the panel and circuit number. If no
circuit identification is indicated utilize available circuit(s) and load to acceptable practices.
Switches shall operate vertically with 'ON' being the upper position. Devices on three way
switches shall be off when all toggles are down. Generally mount receptacle U-ground down.
Surface mounted distribution and control equipment shall be mounted square and level on back
plate of outdoor cabinet.
Correct installed work as directed by the Engineer or authorized inspector.
3.2 IDENTIFICATION
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 16010
GENERALELECTIUCAL
REQUIREMENTS
Page 17
Identify all panel(s), starter(s), disconnect switch(es) and poles with approved screwed on
lamicoid nameplates. Indicate equipment being controlled, voltage and the supply panel/device
and its location. Also indicate "Equipment to be off before Isolation" on all disconnects.
Terminal cabinets and pull boxes: indicate system and voltage. Transformer(s): indicate
capacity, primary and secondary voltages. Use black colour background with 13m (112") high
white letters. Use client equipment numbers as required.
Provide typewritten directory of all circuits identifying the load connected.
All wiring shall be colour coded and shall be identified at each end and in grade level boxes
with Brady self-sticking permacode wire markers. Update and or indicate numbers on "as-built
drawings" .
Identify destination of all ducts in grade level pull box with Brady self~sticking permacode wire
markers.
Provide warning signs, as specified or to meet requirements of Inspection Department and
Consultant. Use porcelain enamel for outdoor and decal for indoor signs, minimum 175 x 250
nun size.
3.3 CONTACTORS
Connect coil of the contactor coils to timer, key switches and manual override as indicated.
Program timing schedule for each circuit as per manufacturer and tenant instructions.
3.4 EQUIPMENT MOUNTING HEIGHTS
Mounting height of equipment is from finished floor to centreline of equipment unless indicated
otherwise. Verify unspecified heights and dimensioned locations before installation. Ensure
indicated heights are per current Barrier Free access requirements before installation.
Generally install electrical equipment at following heights unless indicated otherwise. The top
of recessed boxes to be mounted even with the nearest top of block. Alternatively, the bottom
of recessed boxes may be mounted even with the nearest bottom of block.
Local switches: 1016 nun.
Wall receptacles:
General: 400 nun., 16".
In mechanical/electrical rooms: 1118 nun.
Panelboards: as required by Code or as indicated (Maximum breaker height 17oonun,
67").
Telephone and interphone outlets: 400 nun.
Wall mounted emergency lights: 2438 nun.
Handicap door release/opener button & washroom lights: 1016 nun.
Motor starters, generally: 1400 nun., 55".
BOWMANVlLLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 160 10
GENERAL ELECTRICAL
REQUIREMENTS
Page 18
Hand or Hair dryer, see architectural.
Motion detectors: Generally sensors to be at ceiling height or at a maximum of 3000
mm. Follow manufacturer's recommendation and confirm location before installation.
Verify heights
3.5 CLEAN-UP
Continuously remove surplus and waste material generated by the electrical work and fmally
clean all equipment and material supplied.
3.6 TESTS
Furnish labour, materials, instruments and'bear other costs in connection ,with all tests,
including third party and factory tests, obtain required certificates of approval, acceptance, and
compliance with regulations of agencies having jurisdiction and as specified.
The Owner reserves the right of trial or temporary usage prior to accepting the installation.
Insulation resistance testing:
Megger circuits, feeders and equipment up to 350 V with a 500 V instrument.
Megger 350-600 V circuits, feeders and equipment with a 1000 V instrument.
Check resistance to ground before energizing.
High Potential (Hipot) Testing.
Conduct Hipot testing at 70% of original factory test voltage in accordance with
manufacturer's recommendations.
Hold maximum voltage for time period indicated by manufacturer.
Disconnect lightning arresters and withdraw potential transformers when carrying out
these tests.
3.7 INSPECTIONS
Inform the Engineer in writing a minimum of 3 working days prior to any test of any system.
Work shall not be deemed complete and Certificate of Substantial Performance will not be
issued. until all indicated certificates of approval, test results and/or verifications have been
delivered to the Engineer.
END OF SECTION
P: \42.8020:5\sPECS\ 160 I Ogen _ Bomanvilledoc elecuical.doc
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BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL REQUIREMENTS
(Appendix A)
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SPECIFICATIONS
. CABLE ENTRY OPENINGS - TOTAL OF 48 - PVC SEALS FOR 4" DUCT
. CONCRETE STRENGTH - 4500 PSI (MINIMUM)
. DIMENSION - 72" x 72" x 48" (H) c/w 6" WALLS
'L1FTING HOLES - FOUR (4)
. REINFORCING - STEEL
. WEIGHT - 6650 lBS. (APPROXIMATE)
PRECAST FOUNDATION FOR
PADMOUNT TRANSFORMER
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16010
GENERAL ELECTRICAL REQUIREMENTS
(Appendix A)
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SPECIFICATIONS
. TOP ENTRY OPENING - 44" x 20"
. CONCRETE STRENGTH - 4500 PSI (MINIMUM)
. DIMENSION - 72" x 72" x 6"
. LIFTING HOLES - FOUR (4) - VAUGHAN HYDRO SPECIFICATION ONLY
. REINFORCING - STEEL
. THREADED INSERTS - 1/2" NC DIA. x 1-1/2"
. WEIGHT - 2275 LBS. (APPROXIMATE)
. AVAILABLE IN 9" THICKNESS UPON REQUEST - VAUGHAN HYDRO SPEC. 114T9
PRECAST TOP FOR PADMOUNT
TRANSFORMER FOUNDATION
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 16700
BALL FIELD LIGHTING
Page I
PART I - GENERAL
1.1 BALL DIAMOND LIGHTING SYSTEMS
The contractor shall provide a complete functional sports filed lighting systems including but not
limited to poles, wiring, fixtures and cross arms for two (2) baseball fields and two(2) softball fields as
indicated on drawings.
1.2 LIGHTING PERFORMANCE
The manufacturer shall supply lighting equipment and computer generated point by point analysis to
meet the following:
Performance Criteria - Field Lighting
a. The computer generated performance of the system shall be based on 155,000
lumens per lamp, initiating calculations for both initial and target footcandle
levels.
b. The performance criteria requires lighting equipment which will provide initial
average light levels. after adjustment for an average lamp tilt factor, of 38
footcandles infield. 25 footcandles outfield on the Softball Fields and 62.50
footcandles infield, 38 footcandles outfield on the Baseball fields. A factor of
.8 is to be applied in determining the target light value, in addition to the above
adjustment for an average lamp tilt factor. These factors applied will result in
a target lighting level of 30 footcandles infield, 20 footcandles outfield on the
Softball fields and 50 footcandles infield and 30 footcandles outfield on the
Baseball fields.
c. Light levels shall be derived from the equation of light loss factor (LLF) =
ambient temperature factor (A TF) x voltage factor (VF) x ballast factor (BF) x
lamp tilt factor (LTF) x lamp lumen depreciation (LLD) x luminaire dirt
depreciation (LDD) per LE.S. RP-6-88 and shall be calculated as follows:
Initial Light Levels = ambient temperature factor (A TF) x voltage factor (VF)
x ballast factor (BF) x lamp tilt factor (L TF)
Target Light Levels = Initial light levels x lamp lumen depreciation (LLD) x
luminaire dirt depreciation (LDD).
d. Uniformity ratio - The footcandle level shall have a uniformity ratio or
maximum to minimum ratio of not greater than 2.0:1 infield, 3.0:1 outfield on
the Softball field and 2.0: 1 on the Baseball field.
e. Spill/Glare Light
BOWMANVlLLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16700
BALL FIELD LIGHTING
Page 2
Maximum spill light values must be less than that required by the Ministry of
Transportation:
Average Horizontal Illuminance must be lover that 1. 15lux on the adjacent
HWY 401.
Maximum Veiling Luminance acceptable is 30% of the Average Roadway
Luminance. The Average Luminance is expected to be 0.8cd/sq.m. Thus a
maximum allowable Veiling Luminance is 0.24 cd!sq.m.
Calculation of the above'shall be:performed on both east bound and west bound
lanes and must be performed using AutoLUX software
Bidders shall submit the above calculation with their bids.
f. Arc Tube Brightness (Luminance) No portion of any arc tube shall be visible
beyond 12 degrees vertical and 35 degrees horizontal measured from the center
axis line of the light output in the direction of the defmed problem.
g. Beam Control Fixtures - The approved lighting fixture shall not cause
discomfort and interfere with vision.
1.3 POINT BY POINT ANALYSIS COMPUTER MODELS - TEST ST A nONS
1. Softball Field: Submitted computer models shall depict 25 infield and 197 outfield test
stations on an equally spaced 20' x 20' grid. Bidder shall submit two (2) different
models, one depicting initial design and the second depicting light levels with described
maintenance factor applied.
2. Baseball Field: Submitted computer models shall depict 25.infieldtest stations and 91
outfield test stations covering the field area on an equally spaced 30' x 30' grid.
Bidder shall submit two (2) different models, one depicting initial design and the
second depicting target light levels with described maintenance factor applied
3. Submitted spill/glare computer models shall depict the field test stations at the Ministry
of Transportation property line and the HWY 40 I surface. The test stations shall be
shown every 4m. Bidder shall submit two (2) different models, as described below:
a. Initial Horizontal footcandles - models shall represent readings taken with the
meter positioned horizontal 36 inches above grade.
b. Initial Maximum footcandles - models shall represent readings taken with the
test cell positioned 36 inches above grade and aimed at the brightest light
source.
2
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BOWMANVILLE COMMUNITY PARK - PHASE I
TSH PROJECT NO. 42-80205
Section 16700
BALL FIELD LIGHTING
Page 3
1.4 INSPECTION AND VERIFICATION
Test and Measurement Procedures
I. Testing of the facility shall be done based on the test stations as described in section
B.1.
2. All testing will be done with entire facility illuminated.
3. Horizontal footcandle readings shall be measured with the test cell positioned
horizontal 36 inches above grade.
4. Maximum footcandles shall be measuredwith,the test cell positioned 36 inches above
grade and aimed at the brightest light source from the tested field.
5. Testing equipment for measurement of footcandle levels shall be a Gossen Panalux
Electronic 2 or an approved equal, calibrated and certified within the previous 12
months.
6. For final approval of the project the manufacturer shall provide a fmal report from the
test results that shall provide the following items:
a. Identification of number and location of the test stations, that shall agree in
number and location with description provided in B.I.
b. Actual horizontal footcandle readings taken at each test station.
c. Actual maximum footcandle readings taken at each spill/glare test station
d. Number of hours of operation and number of system starts.
1.5 LIGHTING SYSTEM
General Description - The Sportsfield Lighting System shall consist of the listed
equipment features below.
1. Poles
2. Hot-dip galvanized steel crossarms.
3. Fixture consisting of: lamp, lamp socket. reflector, lens, lamp cone, ballast (remote or
integral), louver or glare shields as required by local authorities.
4. CSA listed fusing for the lamp circuits as required by the Ontario Electrical Safety
Code and Electrical Safety Authority.
5. Aiming method for alignment of the luminaires.
6. Method for re-alignment of the luminaire after movement for relamping.
1.6 LUMINAIRE STRUCTURE
Lamps - Lamps shall be 1500 watt metal halide and shall be manufactured by GE,
Philips, or Sylvania.
Lamp Orientation: "Base Up" lamps must be used. Horizontal optics will not be
considered.
3
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16700
BALL FIELD LIGHTING
Page 4
Lens - A removable lens of impact and thermal resistant glass with gasket shall be
securely attached to the reflector. The lens shall further be secured to the reflector
with a hinged cable or chain to prevent it from falling after removal during re-lamping
or servicing.
Materials and Coatings - All steel components shall be hot dip galvanized to the most
current ASTM A-123 standards. High purity reflector grade aluminum fmished. All
other aluminum components shall be polyester or polyurethane powder coat painted.
All non-current carrying fasteners, hinges, and latches shall be stainless steel.
Structural Strength - The crossarm, reflector and their method of attachment shall be
provided by the manufacturer such that it will structurally withstand winds of 125 mph
winds with 1.3 gust factor withouHnisalignment of;any~luminaire.and without any
damage to the crossarms or its components. Luminaires shall be attached to the
crossarm by a minimum of two bolts;cwhichfasteners.shaILbe'!Stainless steel.
1.7 POLE STRUCTURE
Safety Factors - The structural design of the poles must be demonstrated to be based
on the AASHTO criteria for pole stress allowances.
Wind Factors - The poles for the Bowmanville Community Park lighting project shall
be designed to withstand 85 mph winds based upon AASHTO _ 200 1 standards. The
premise of the wind speed criteria will be the 50 year mean recurrent isotach wind
map. Applicable gust factors to be applied per code.
Height and EP A - The pole shall be designed to provide a mounting height above the
field surface to yield the lighting level and quality as specified. It shall be of sufficient
strength to support the effective projected area (EP A) of the pole and all of the attached
devices including, as applicable, light fixtures, crossarms, mounting brackets, and any
other devices which are to be attached to the pole.
Pole Type - The pole shaft shall be direct buried pre-stressed concrete or base mounted
high strength low alloy tapered.tubular steel that is equal tocurrentASTM-A595
standards, with galvanized coating inside and out. Poles shall have built in recessed
pull boxes and receptacle boxes.forinstallation of .120V receptacles where indicated.
Resistance to Corrosion - Steel components of the pole shall be hot dip galvanized to
current ASTM A-123 standards.
All exposed steel components of the pole shall be at least 6" above the surface of the
ground to avoid exposure of the steel to the heavily moisture and oxygen laden air,
both above and below the surface. There shall be a cap to cover the top of the pole so
that rain will not enter the interior of the pole.
1.8 FOUNDATION
Safety Factor- The foundation must be designed based on UBC design standards.
Foundation Strength - Any concrete portions of the pole in which steel components
that provide tension strength are contained, shall be allowed to harden for a minimum
of 28 days before stress loads of pole attachment are applied.
Concrete Material- The pole or foundation of the pole shall be constructed of pre-
stressed centrifugally cast concrete such that the steel reinforcement within the
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BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16700
BALL FIELD LIGHTING
Page 5
concrete shall be protected from slippage and exposure to oxidation through voids in
the concrete or exposure of the steel through porous concrete material. As a minimum,
poles and bases shall be placed in drilled holes with concrete backfill with a minimum
diameter of 30" and extending a minimum of 10 feet into the ground.
Soil Conditions - A geotechnical report on the soil conditions is included in the tender
documents. The contractor shall be responsible for the provision of a foundation
design that has been reviewed and stamped by a Professional Engineer independent of
the pole manufacturer. It shall be the contractors responsibility to notify the owner of
soil conditions other than the design criteria. The owner shall then be responsible and
absorb the additional costs associated with:
. Additional materials required' to'. achieve alternate foundations.
. Excavation and removal of materials other than nonnal soils, such as rock, caliche,
etc.
Contractors may consider using'an oversized steel casing for foundation placement.
Contractor must submit to the Contract Administrator a methodology for foundation
placement and the stamped engineering drawings previously mentioned with their shop
drawing submittals.
1.9 SAFETY - SPECIAL CONDITIONS
CSA Listing- There shall be provided a CSA listing for all electrical components from
its connection to the feeder conductors, to its completion at the lamp socket including
all connections. This listing shall be based upon UL testing and evaluation of the
compatibility of the enclosures and the components for use in combination in this
application in addition to the individual components being UL listed or recognized.
Codes- Sports Lighting Structure shall meet National Electrical code.
Warranty - Provide manufacturer's warranty if more than 1 year.
1.1 0 L.
INSTALLATION
Delivery - The contractor shall be responsible for off loading, handling and storage of
all materials delivered.
Backf'ill- The pole base shall be installed in an excavation as prescribed by the UBC
standards for foundation design. Concrete backfill is required.
Electrical Wiring - The pole and the luminaires shall be designed such that all wiring
remains underground before entering the base of the pole and that no wiring shall be
exposed to sun or weather as it transitions through the pole and to the ballast and on to
each lamp.
1.11 SUBMITTAL-DATA TO BE PROVIDED
Failure to provide any of the following information with the submittal will be grounds for
rejection of the entire bid. Each item listed below shall be provided in the form of clear and
concise statements and/or plans and drawings which can be easily read and clearly interpreted.
5
BOWMANVILLE COMMUNITY PARK - PHASE 1
TSH PROJECT NO. 42-80205
Section 16700
BALL FIELD LIGHTING
Page 6
Each item shall also be clearly lettered to correspond with the following list. Bidders submittal
shall include the following:
Lighting layout design showing luminaire mounting heights, aiming focus points,
reflector types, number of luminaires per pole and kilowatt consumption.
A drawing of the Sports Lighting Structure meeting or exceeding specified criteria.
Computer generated point-by-point analysis of field light values as set forth in
accordance with lighting performance specifications.
Complete photometric reports produced by an independent testing laboratory for each
type of reflector to be utilized to achieve performance criteria.
Computer;generated.spill/glareanalysisin.accordance with lighting1perfor:manee
specifications.
Written statements-of model.number.and manufacturer for all equipmentbia~. .0,
W ritten"warranty from the manufacturer covering entire structure as outlined'in
specifications.
Certified engineer, independent of manufacturer, shall verify and stamp wind load test
of luminaireassembly to meet or exceed structural strength as described in
specifications. Please note, EPA test does not constitute mis-alignment verification.
Complete CSA Test Report - Bidder shall supply for the owner's review and retention
a copy of the Underwriters Laboratory report covering the luminaire assembly being
bid.
Manufacturer shall submit in writing a minimum of five similar lighting projects in
Ontario where the specifications outlined have been met. Include the project name,
contact person and telephone numbers.
Manufacturer shall submit a letter guaranteeing that footcandle levels and uniformities
as specified will be met. In addition, manufacturer's remedy to deficiencies will be
noted.
There shall be provided by the pole supplier sufficient data and calculations to show
that the specified criteria will be met, including a foundation design certified by an
engineer independent of the pole manufacturer.
Failure to provide any of the above described documentation will be grounds for
immediate rejection.
6
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2004-13
STANDARD DRAWINGS
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PAGE ONE
STANDARD DRAWINGS
CONTRACT NO. CL2004-13
STANDARD NO.. DESCRIPTION
TSH 1 BREAKDOWN SHEET
OPSD 218.01 SODDING OF SIDESLOPES
403.010 GALVANIZED STEEL, HONEYCOMB GRATING FOR DITCH INLET
552.010 CONCRETE PAVEMENT AND JOINT DETAILS
600.110 CONCRETEBA~RCURB
702.040 DITCH INLETS
802.010 FLEXIBLE PIPE EMBEDMENT AND BACKFILL
804.05 GRATING FOR CONCRETE ENDWALL
S 204 MODIFIED STORM SEWER OUTFALL GRATE FOR CSP
408 GATE VALVE BOX AND TRACER WIRE ARRANGEMENT FOR PVC
W A TERMAIN
409 HYDRANT ASSEMBLY WITH MECHANICALLY RESTRAINED JOINTS
410 19 mmand 25 mmCOPPER WATER SERVICES
431 JOINT RESTRAINING LENGTH FOR PVC PIPE (IN COMBINATION WITI'
GRANULAR THRUST BLOCK)
433 THRUST BLOCK FOR PVC WATERMAINS FOR HYDRANT RUNOUTS,
TEES AND DEAD ENDS
439 CATHODIC PROTECTION/BONDING CABLE FOR EXISTING FERROUS
WATERMAIN SYSTEMS.
P/80205/SpecslStandDraw.doc
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403.010 I
Grating Size
Length Width
L W
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1338 768
1465 768
115x76x5mm flot golvonized
steel offset washer
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rASTENER DETAIL
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OFFSET WASHER DETAIL
SECTION
NOTES:
A Fastener to be inserted to maintain minimum concrete cover requirements.
B All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD
GALVANIZED STEEL
HONEY COMB GRATING
FOR DITCH INLET
DRAWING
Nov 2001
OPSD
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is adjacent to curb
NOTES:
1 Where sidewalk is continuously adjacent. reduce the
dropped curb at entrances to 75mm,
2 For slipforming procedure, Q 5'; batter is acceptable.
A Treatment at entrances shall conform with OPSD-351.010.
B Outlet treatment shall confarm with OPSD-610 Series.
C The length of transition from one curb type to another
shall be 3.0m, except in conjunction with guide rail,
It shall conform to OPSD-900 Series.
D All dimensions are in millimetres unless otherwise shown.
,
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,
ONTARIO PROVINCIAL STANDARD DRAWING
April 1999
CONCRETE BARRIER CURB
OPSD
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BENCHING DETAIL g~~~r~~r
PlAN165+:J A
1346
"-(P74
Slope vori.es . /1 ~q
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all sides 0 m .~
Typ '" 10M @
300mm
J
300mm
sump
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~~~~~~~~~~~-~~~~- .~~~ ~~ ~~~~~~~--~~~~-~~~~
SECTION A-A Gronulor bedding SECTION B-B
NOTES:
1 The sump is measured from the lowest invert.
A Where inlet is placed across ditch and is accessible to
vehicular traffic, grating slope is to be 6: 1 or flatter. 670 52
B Granular backfill to be placed to a minimum thickness of 632 71
300mm all around the maintenance hole. 8
C Concrete for benching to be 30MPa. 618 78
D Grating according to OPSD-403.010. 608 83
E Steps according to OPSD-40S.01O and OPSD-40S.020. 600 87
F Max opening: straight through pipe-1200mm dia; right angle pipe-700mm dia.
G Pipe support according to OPSD-708.020.
H All reinforcing steel to hove 25mm minimum cover.
t All dimensions are nominal.
J All dimensions are in millimetres or metres unless otherwise shown.
Opening Dimensions
mm
Crate
T e 10
2:1
3:1
4:1
6:1
HOR
b
a
1996 09
ONTARIO PROVINCIAL STANDARD DRAWING
DITCH INLET
- TYPE A
3,6m MAX
PRECAST CONCRETE
MAINTENANCE HOLE
1200mm X 1200mm. DEPTH
Date
702.040
OPSD
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'" 3 2 (') o~ -."
~ U)~..... o"O'.....oc:!:n-. ::J C
~ '" o!t o' -. .. 3 0, 0 <:" !!. .. 0
::J 0 (Ii ::J - CD '" ::I- ~-
(l)01()":J::JCf)"'Oon ~ 0. 0
_' CO .. ::J 3 '" ~ ::tZ
cg o:Jo 0 0"'" go 2.::l-g- 0. .. o III
:J(jJCD"l.OO'CI)n3.....r+ a. - I
_ . 0 CD _oCD..... ...... 0' '" Zc
CD 0..0 -. .., 0. a. 0 :J ., .., .., 3
(IJ 0 _ C :J ,.,. c: -. () 0 (I) 3 'll
(4 ~ O"tr en () ~ {) ('D (D a.:J (IJ ::r '" 'll
.. rl-o- ::!Q. 0....0 .... 0
0 3 ::J::J '" o' ,,::r = .. ID
....-.
::r'" CD~cnt1lia.-"'Co q- , I
.. :J (Ii ,.,. 0. - _0 CD 0"
.....o-,ocnOOCIJoet
~ 2, ~<:-'o::r(')" ....
iiiO=: o g,"'3o<ll0.~3"
'"3 (') 0,:;:,,=3<: 3..::r
o {) CD :10 Z I
.... o :lea o 0"::1 a. 3 r+"'O 0 0
::r<r .., r+ CD ,... CD - 0.
9: "'XCD (DC'Deo. '"
0" :J -'co D.::TO'" ~o I::>
~.. \0 ~. Q 0 &..... o' 0 S'"
'" ";:;:<:3 ::ro 0
O:J 0 -.., I
.....::T_.oo 0...,
CD -Itc.o -' (I .'
'R-o..o::ro",(') " .
'", 30 0"10 '"
3 <: 0 -' "
(J)_CD"O:J c,....<
0,<000,.,.0 (t I
..... CO:;r
CD 0 to d:(D 0 0""
.:;t., 0 .. ::r '200mm
0 Ota ::J (I) :J -0 CD
c'" r+ (I) mox
Z t;-"'o 03;;: 00"
ITJ ;;! .... a.:J -..c = I 0 ~ I
5. .. '" CO:::: ..n
~ :;0 Q ""0 CD..... CD 00 "i>
"Q
OJ (5 "'~, 30" lH3 Ill'" -'
0. 30""S.o QQ
o~ ,,-" 'll
~~il ,,<D uO _0
"'0 -.QQ.n~o""" r=o "'." =0 I
:;0 ".... 3 0 -. Z..,CD ,.,
~3.g3-go5= 'll ::tJ 000
~ CD _'0
Q .....-0 . ::::J CD =0 .. '" "" ~z
:J:~~ Q. N O::!l
Z :- Q a. ,., Q. f",)C= '"
3 (') " ~Z 5' ~3 c ~~
(') Q ..... en-' <0 ,,- I
~~~ ::JQ~ O-g ::I-Q <0
5> ~~ <0,. .... ,
a...... u. , -.. 0 ~~
r- ll> . Q " Q.
o ITJ ::I. e Q. 0-' ..
? lH ~'ll .. ..!l- o'll
~O"tl U'I -. z'll
~
;;! o'll 0 I
~OJ:;; Z~ '" m
z 0
of)1TJ ~ Zo 0
3
So. 3
Z" .. '" I
:!I C -I::> Ill=< 3
5'
r C O"tl
r ~ r='"
lH I
z
lO)
CD 'll I
.. 'li
Q.
Q. ,.,
1Il~ 5'
'" ~z Z 0
0 0
0 I ~ <0 - 0.
0 <0 Q,., il ~~ .. I
.... I <0 r I::>
"1J .. Q.
I 0> ... ..
(J) I I e ~~
0 I I <0 O"tl I
I Z"tl
I ~ 0 "tl
I I t.n z;;tw ID =0
I I <0 0 ~.,g rrI
I ::tJ S? 0 r ~g~
I ~ .. i N_= J ~Z I
en I , <
I "3 ~~
0 ::I-~
-" con
'" 0 a :J. to ..- ~"tl
,., "Q 0 ....
. -~ '" Q o"tl I
-'
0 ~ - c QO Z~
~ ,,- ,,-"
-.a. '" <0 _n
0 lD 0 il !'~
-
0 0 r 3 Q.
,., .. .. ~
~ .., I
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rOO P-ape+15Omml
~-..:.;.: ".
Front face
of endwell
25mm dia steel
rods, Typ
150
... ~ ,....
PLAN
L100
00 Pipe+15Omm
150mm cjc
TYPL
1
TABlE 1 - NUMBER OF RODS IN FRAtdE
PIPE DIA No of RODS
450 1
525 1
600 2
675 ;5
750 ;5
B25 <I-
900 <I-
975 5
1050 6
1200 7
See ossembly
details and Table 1
PIPE DIA up to 1200mm
22mm dia bait
threaded 50mm
at the end to
receive washer
and nut, Typ
13x50mm
frame
Hinge strap
Typ
25mm dio
steel rod
Typ
ASSEMBLY
See assembly
details
Fixed rods
Table 2
r
o
o
'"
TABlE 2 - NUMBER OF FIXED RODS
PIPE DIA No of RODS
1350 3
1500 <I-
1650 5
1800 6
PIPE DIA 1350 to 1800mm
~ront foce of
o[ endwall, Typ
~ ~20
1-250 ....:..("T
SIDE VIEW
50'q25mm dio
..1-' . drill
r 1-25 Seol
weld
TOP VIEW
HINGE STRAP
ASSEMBLY DETAILS
50 &mm dia
1- dnll
,
r TOP VIEW
100
25 r-
~c:
Seal
weld
fRONT SIDE
VIEW VIEW
MOUNTING BRACKET
NOTES:
1 Grates to be secured by either a bolt and nut or a locking device as specified.
A Metal surfaces shall be either painted with 2 coats of self priming abrasion
resistant immersion grade epoxy or hot dip galvanized as specified.
B Frame, hinge strap, mounting bracket, and steel rods to be medium grade steel,
C All dimensions are in millimetres unless otherwise shown.
ONTARIO PROVINCIAL STANDARD DRAWING
GRATING
FOR CONCRETE ENDWALL
Nav 2002
OPSD
804.05
.
,3-19 mm f HOLES
SPACED EOUALL. Y
AROUND THE
PERIMETER
16 mm . RODS 0 50 mm SPACING
CENTERED ON 50 mm PlATE.
~
I
50 mm X 10 mm BENT PLATE
.
I
10 mm WELD
lYp,
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FABRICATION DETAIL
I
..' ':'-:-)
I
3-19 mm , ORILLED HOLES
SET BACK 50 mm MINIMUM
FRO" END Of PIPE
,3-50 mm 0.0. x 19 mm 1.0.
GAlVANIZED WASHERS
.
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:.. 3-6 mm . X 115 mm lONG
GALVANIZED STUOS 76 mm
COURSE THRE.>D
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CORRuGATED STEEL PIPE
I
ASSEMBLY DETAIL
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NOTES:
,. MATERIALS -All COMPONENTS SHAlL BE OF wELDING
OU,6J,JTY ull.D CARBON STEEL CONFORMING
TO ASTM .6.-425.
2. FINISH - AU METAL SURFACES TO BE HOT DIP
GAlVANIZED ....rTER f.....BRICATlON.
"lL (Hl,4[NSIONS IN MILUt.4ETERS EXCEPT Vd-1[RE NOTEO..
WORKS DEPARTMENT
THE REGIONAL MUNICIPALITY OF DURHAM
""ECI(EO,
DATE.
1998 OJ OJ
O....T[:
1~?~ 02 19
MODIFIED
STORM SEWER OUTFALL GRATE FOR C.S.P.
(300 mm TO 700 mm PIPE)
REVISION NO.:
J
"""01/(0,
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SUDE lYPE
FlNISHBl
GRADE
GRADE
FlNISHBl
13 mm ROUND
HOlE 'MlH
GROMMET
135 mm SL.I)E TYPE
VALVE BOX 4: COVER
mACER WIRE
E"
o I!!
010
~Z
"'~
Eon
o I!!
010
~Z
"'~
~ mm OPERAlING NUT
OPEN 10 lEFT
GUIDE PLAlE
LSION S1EIl SHALL BE
FASTENED 10 OPERAllNG
NUT 'MlH 2 SET 5alEWS
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~~:. ~ )-:".;-:
':..~~~;" ;:.~f
NON-RISING S1EIl
TRACER WIRE CONNECml
TOGElHER USING A SPlIT
BOlT , 10 CONNECTOR.
SPlIT llOLT SIWJ. BE
WRAPPED IN ELECI1lICAL
PUTIY.
I
G
WATERMAlN
L,~-l
L300-l
5.. !oJ 21NC ANODE
SOUl CONalElE BLOa<
150 mm x 150 mm 1Il JOO mm
NOTES
I. VALVE BOX SHALL BE ADEQUAlaY BRACED 'MtlLE BAa<F1WNG
NI1l IIUST REIlAIN PUJIIB.
%. VALVE BOX EXTENSION SHALL BE usm ONLY IF REQUIRED.
3. REFDl TO "STANDARD SPECIFICATIONS FOR lHE CONS1RUCTION
OF WATERllAINS" FOR PlACEIIENT OF 1IARl<Dl STAI<ES.
.. VALVE SHALL BE COMPlETELy 8AC1<F1lU1l 'MlH IV mm
CRUSHER RUN LAlESTONE.
5. VHN lHE DEPlH OF lHE OPERAlING NUT IS GREAlER
1HAN %.0 m BELOW FINISHED GRADE AH EX1ENSlON
S1EIl SHALl. BE USED.
.. ALL ItI.JNE VALve; INSTAlilD ON PVC WATERllAIN SHALL BE
RES1RAINBl to:> PER S-~ UNlESS 01HERWlSE N01tll.
7. F VALVE BOX IS LOCA1EIl IN A GRA\oe. A1lEA.
A 1.0 m K 1.0 m A91'HAL T COl1.AR SHAU. BE INSTAUID.
B. lRACBl 'MRE COA 1EIl, 7 SlRAHO.
12 GUAGE TW75, TW7S OR
RW90XIPE WIRE RIo 1EIl AT IItNUS <10" C.
V. mACER 'MRE SHALL BE INSTAlilD
OUTSIDE VALVE SOX AND BROUQiT
INTO UPPER SECllON niROUQi 13 nvn
ROUNO HOLE AND LOOPED AT 1IlP.
LOOP SHALL BE IIINlIlUII 4SO mm IN UIlGlH,
10. mACER WIRE SHALL BE INSTALLED IN ALL
P.V.c. NI1l COP.P. IIAIN LINE VALVE BOXES.
11. CA1HOOIC PROTECIlON, BONOINC c.oBlE ANO TRACER WIRE
SIWl. BE IS PER S-~, S--l3Q.
ALL OII1ENSlONS IN IIlUJIIE1'!!!;S CEPT 'MlERE 01tll.
owo. DAlE: 161 11
RE'/ISlON NO.: 13
REV. DATE: 2002 10
SCALE: N.T.S.
100 mm TO 400 mm GATE VALVE,
VALVE BOX AND TRACER WIRE
ARRANGEMENT FOR PVC OR CPP WATERMAIN
5-408
8-409
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t HVDIWfT
IT
~ ~
~L
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ATTACH nw:E WIRE
UP 1HROUGH SPUT
RING _ FAS1EN
~~
~i
t
_ TRACER WIRE
ONCE AROUND
HYllIWfT IlARREL
;.
II
:~
AlWSfAllLE VN..VE BOX SHALL BE
SEr FLUSH WITH F1NISHED GRADE
TRACER WIRE COAlED
7 STRN<<l 12 GNJGE
1W7S, 1WU7S OR
RW 110 XLPE WIRE
RA1ED IJ lI1NUS 4O'C
19 nm CRUSHER RUN
LIMESTONE OOItI')CfED
TO _ PROCTOR
DeGI1Y
150 mm GATE VALVE
150 mm
PI.1:: PIPE
TRACER WIRES ODNNECI[D TOGETHER
USING A SPUT BOLT , lD CONNECIllR
SPUT BOLT SHALL BE'" WIlAPPEIl IN
EI..ECI'RICAL PI/I1Y
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NOTES
1. JaNTS SHALL BE MECti.4MIC.H.ll.Y RES'TRNNED.
2. IIEIlDlNG I>S PER 5-101.
J. HVDIWfT EXmlSIONS SHALL BE INSTAlUD AT B01TOIl OF IlNlREL
4. ANCHOR TEE. VAlVE " HYllIWfT SHALL BE COIM'\ElELY BACKFILLED
WITH 18 mm CRUSHER RUN lIMESTONE.
5. F HYllIWfT REQUIRES ACCESS ..:ROSS DITCH, INSTAllATION SHALL
BE I>S PER 5-428.
6. TRACER WIRE COA.tm. 7 STlWI). 12 CWJGE 1W75. lWU75 OR
RW 110 XlPE WIRE RAlED AT lINUS 4O'C.
7. TRACER WIRE SHALL BE INSTAlUD AT .u H\'DRANT LDCAllDNS.
8. CATHODIC PROI[CI1()N, BONDING CAIll.E NI1J TRACER WIRE SHALL BE I>S PER 5-4J5, 5-4J9.
JOfN1'S StW.L BE MECHANlCfU.Y
RESIRAINEIl I>S PER s-IJ.l
CONCRETE IILDCI<
linN. 1000 150 x 150 )( 300
MIN. 1500
19 mm CRUSHER RUN
UIIESTONE COIlPoICTBl
ro 98X PROCIOR
IlENSIlY
~
WORKS DEPAR1MENT
HYDRANT ASSEMBLY WITH
MECHANICALLY RESTRAINED JOINTS
AU. DtllENSlONS IN II1W11E11lES T WHERE HOlED.
ll'Ml. DAlE: 1978 OJ
RE\1SKlN NO.: 1 1
REV. DAlE: 2002 lD
SCAL,E, N.T.S.
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COPPER 10 COPPER COUPUNG
COMPRESSION JOINT (SHALL BE
USED WHERE REQUIRSl)
BRASS SERIIlCE GROUND CI.AIIP
CIW ANODE WIRE CONNECTOR
sa: HOlE 4
COPPER SERVICE 7
typE 'K'
5.4 "" ZINC ANODE
BRASS SERVICE GROUND CI.AIIP C/W
1R.\COl WIRE CONNECTOR
S[E HOlE 4
1R.\COl WIRE COAml 7 STRANl,
12 GNJGE lW75, lWU75 DR RW go XlPE
WIRE RATED AT IItIUS 4O'C.
CORPORATION _ STOP
(W\1I1 ~ SADDlL)
FINISHED GRADE
ROAD GRADE
1R.\COl WIRES CONNECI'EIl
1llGETHER USINC A SPUT
BOLT , 10 CONNECTOR.
i~
CURB STOP LOCA1IONS
IS PER s-445
ROD
~
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;;;
1-150-1
50 mm )( 150 mrn x 300 mm
CEllAR BLOCK PlACED
ON UHOISTURBEIl GROUND
COPPER SERVICE PIPE
typE 'K'
19 mm AND 25 mm COPPER
WATER SERVICE
FERROUS WI,A
FINISHED GRADE
-~~~ I
EXISl1NG
WATERMAlN
lOWERING WATER SERVICES
WORKS DEPARllolENT
NOTES
1. 1ME WAlER CONNECTION SHALl. lIE lAID FRDIot 1ME MAIN 10
150 .... IIEYDND niE PROPERlY LINE. IN NEW SU8DMSIDNS ONLY.
2. HDRl2ONTAI. GOOSE NECK SHALl. lIE USED WHEN COlIER LESS
THAN 1700 mm.
3. WA1ERIoWN SHALL BE TAPPED UNDER PRESSURE.
4. SERYICE GROUND ClNotPS _ SPUr BOLT SHALL lIE
WIW'PEIl WIlli EIiCIRlCAI. PIIT1Y.
5. ANODE SHALL BE PLACED AT lEAST 1.0 m AWAY FROW 11iE SBMCE
AND IS DEEP IS niE IIlJt10Il OF THE SER\IICE.
.. ANODE SHALL lIE LOCATED IlE1WEEN 1ME MAIN STOP
NlD CURB STOP.
7. PU.lNIlING CON1RIClOR 10 REIlCNE T.... PIECE AND
HOOK UP 10 CURB STOP.
8. CAlHOOIC PROlECl1ON. BONDING CABL.E AND TRACER WIRE
SHALl. BE IS PER 5-435. 5-439.
AU. DIWENSlONS IN
T WHERE NOTED.
owe. DAlE: 1981 04
RE\lSION NO.: 1.
REV. DAlE: 2002 10
SCAlE: N. T.5.
8-410
RfS'IRAINED JOINT DETAR.
I>S PER S-433
IlRENCH WIDTH I
.".....~
19 mm CRUSHER RUN ....~.-:...:: ~:. =:'... MlN. 300
UMESTONE COMPACTED '''''~. ',r...;..
TO ga X OF PROCTOR I ;:i; S) \.~... 0.0.
DENSITY. ---l....- ~.',' 0 ~..'
,- ". .. .....,... MIN. 300
75
SECTION A-A
HORIZONTAL DEFLEGTlON
IlESTlWNED JOINT DETAR.
I>S PER s-433
.
8~11
TRENCH WlOlH
1i mm CRUSHER RUN
'lMESTONE COllPACIED
) 98 1I OF PROCrOR
3ISl1Y
I
~:{~:~X j~.D.
''':'~'~..a
"'~'. --:: I.,.".... :'. 150
-.. I
ClEAR STONE FOUNllAl1ON
I>S REQUIRED
SEE NOTE 3
~~.!....~.~.~;, ~N.
~;.;~~ ;~~; :
~:~.~~::r~~. . .
SECTION C-C
UPWARD THRUST
TABLE NO, 1
IIINIMUM DIMEIISION FOR
GRANUlAR lHRUST BLOCKS
PIPE OWlETER (mm)
100&150 200 300
400 500 600
400 500 600
450 550 650
600 700 850
19 mm CRUSHER RUN
UIIESTONE COIIPACIED
TO 98 lIOF
PROCTOR DENsnY
.
SECTION B-B
DOWNWARD THRUST
VERTICAL DEFLECTION
NOTES
ll€FL
ANGLE
1. AU. JOINTS ENCOUNTERED WlTHIN lHE SPECIFIED
IlESTlWNING LENG1l1 'L" SHAlL BE RESTRAINED
ON EACH SlDE OF 1HE F1TT1NG.
2. GRANIJ\JIR lHRUST BLOCKS SHAlL BE F\Jl.LY
EXTENDED AND COIIPAClED AGNNST TRENCH WALLS.
3. IF lHE BENllNG CN'N:I.TY OF TRENCH BED
RESIST1NG DOWNWAAIl lHRUST IS lESS 1IIAN
100 KN/m2, ClEAR STONE RlUNDAT10N SHAlL
BE PROVIDED I>S DlREC1ED BY lHE ENGINEER.
4. WHEN F1TT1NGS ARE PNmAL1.Y OR FUll.Y EXPOSED
UNDER PRESSURE. AU. JOINTS IIUST BE RESTR.lINED,
5. AU. F1TT1NG JOtNTS SHAlL BE RESTRAINED IN E'AR1H
FIll. APPlICATIONS.
6. CATHODIC PROTEcnON. BONDING CABLE AND lR.'oCal WIRE
SHAll. BE I>S PER S-435, S-439.
11.25"
22S
45'
9IT
TABLE NO. 2
MlNIIIUII RESTRAINING LENG1l1 (m)
VERT1CAI. DEfLEcnON
DOWNWAAIl lHRUST UPWARD lHRUST
'L"
HORI2ONTAL
DEFtECllON
PIPE
DIA.
(mm) 11.25' 22.5'
100&150 1.5 2.8
200 2.0 3.7
300 2.8 5.2
400 3.6 6.7
45' 11.25' 22.5" 45" 11.25' 22.5" 45' 90"
4.9 4.9 7.5 10.1 1.5 2.8 4.9 8.1
6.3 6.3 9.6 13.1 2.0 3.7 6.3 10.5
9.0 8.8 13.1 18.3 2.8 5.2 9.0 14.9
11.8 11.2 17.2 23.7 3.6 8.7 11.8 19.3
AU. DIMENSIONS IN IIIWIIETRES EXCEPT v.HERE NOlED
DWG. DATE: 1991 11
RE'f1S1ON NO.: 4
REV. DATE: 2003 06
SCAlE: N. T.S.
JOINT RESTRAINING LENGTH
FOR PVC PIPE
(IN COMBINATION WITH GRANULAR THRUST BLOCK)
8-431
WORKS DEPAR1IlENT
400
700
700
750
950
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ClIlAIIIUR lHRUST
10 rnm CRUSHER RUN
UIIESTONE COIIPACTED TO
118 X PROCTOR DENSITY. .
"L.
"L.
IIECIWICAL JOINT eN'
UNDISlURBED GROUND
ELEVATION
PlAN
DEAD ENDS
"L.
GRANUlNl lHRUST BlOCK
~~ 10 rnm CRUSHER RUN
-'" UIIESlONE COIIPACTED TO
08 X PROGTOR DENSlTY.
ELEVATION
~ED
L!t~
Il
RESTRAINED TEE
TRENai WIDTH
WHERE PIPE IS 1WO SIZES lARGER OR
IIORE TO REDUCED PIPE.
I... 300 . TO 150 .
200 . TO 100 .
R~NED REDUCER
PlAN
"L.
GRANUlNl 1HRUST BlOCK
19 rnm CRUSHER RUN
UIIESTQNE COIIPACTED TO
98 X PROCTOR llENSITY.
UNOISlIJRBED GROUND
ELEVATION
PLUGGED CROSS
PlAN
1. All. JOINTS ENCOUNTERED W11HIN lHE SPECIFIED
RESlRAlNING LENG1H "L. SHALl. BE RESTRAINED FROIo<
1HE FIRST JOINT ON FlTTlNG.
2. GRANUlNl lHRUST BlOCKS SHALl. BE FULLY EXTENOED
AND COIIPACTED .o\GAlNST TRENCH WALlS. IF lRENCH
WAll. NlE SATURATED OR DISlURBED. SPEClAL DESIGN
DETAILS OF lHRUST RESTR.llNT SHALl. BE PRO\IIDED BY
lHE ENGINEER FOR REVIEW BY 1HE REGION.
3. GRANUlAR 1HRUST BLOCKS SHALl. BE ENCLOSED WI1li
FILlER FABRIC IF GROUND WAlER TABLE IS _ lHE PIPE
TRENCH BED OR IF GROUND WAlER IS SEEPING IlIA.
lHROUGH TRENCH ~.
4, WHEN F1TTINGS NlE PAR1W.l.. Y OR FUU.Y EXPOSED
UNDER PRESSURE, All. JOINTS IIUST BE RESTRAINED.
5. All. FTTTlNG JOINTS SHAlL BE RESTRAINED IN ENl1H
FlU. APPUCATlONS.
6.CATHODIC PROlEC1IDN. BDNDtNG CAlII.E AND TIl10CER 300 27.7
WIRE SHAlL BE I>S PER S-4J5. S-4JO.
7. ALl. SlOES SHALl. BE RESlRAlNED FOR IN UNE TEES. 400 36.3
All. DlIIENSlONS IN II1WIIElRES CEPT MiERE NOlED.
Owe. DAlE: 11191 11
REVISION NO.: 6
REV. OA lE: 2003 06
SCAIL: N.T.S.
100&150
"L. MIN. RESTRAINING
LENG1H (m)
15.2
200
10.6
THRUST BLOCK FOR PVC WATERMAINS
FOR HYDRANT RUNOUTS. TEES
AND DEAD ENDS
8-433
8-435
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~~.1
~
~~
~~~
150 >1I--t.
~~1€~.
~tI
~
"II-
4j~
fPrfJ
~
~~
l' .~
~"p:
1*"5
~
~~
11I6
~~ 11""
NOTES
1. NoIODE SHALL BE PLACED AT LEAST 1.0 m fltMAY FROW
THE WAT[R svsm.t APPURTDW<CES AND JS DEEP JS
THE IlOTTOM Of' THE APP\JRltNANCES. laNlllUW DISTANCE
BE1WEEN N<<XIES stW.L BE 1.0 m.
2. AlL IlON04NG AND ANODE CABlE CONNEC11ONS SHAll. BE
THERIlfIE WE1JJEJl. AlL THERIlfIE WElD CONNECl1ONS SHAll.
lIE COAlED WITH AN APPRO'IEIl COATING llAlERW..
3. DONOlNG CABlE SHAll. BE NO.6. SEVEN STRANO
COATDl COPPER WIRE, CADWEU>ED 10 FTTllNCS.
.. 5.' kQ 2INC ANODE SHAll. BE SUPPUED AND INSTAllID ..
A IoWlNER APPRO'IEIl BY THE REGION FOR E'/ERY
1000 m Of TRACER WIRE INSTALLED.
5. IlAGNESl\JM ANODE CAIIl.ES SHAll. BE BUJE AND
ZINC ANODE CABLES SHAll. BE WHIlE.
~
~~
~J~
~
~
~
CATHODIC PROTECTION / BONDING
CABLE / TRACER WIRE
FOR PVC AND CPP WATERMAIN SYSTEMS
AlL OIl1ENStONS IN laLUllE1RES T WHERE NO
owe. DATE: 11181 04
RE\1S1ON NO.: 5
REV. DATE: 2002 10
SCAlE: N. T.S.
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NOTES
1. MOOE.SHALL BE PlJCEI) AT lEAST 1.0 m AWAY F'R()U
THE FITTlNG AND BELOW OR LEVEl. WITH WATER\IAIN.
....IIU.. DISTANCE IIE1WEEN ANODES SlWL BE 1.0 m.
2. ALl. BDNIlING AND ANODE CABLE CDNNECIIDNS SIW.l. BE
THERIllTE WElDED. ALl. THERIllTE WElD CDNNECTlONS SIW.l.
BE COo\1ED WIlH AN APPROYEIl COo\T1NG MATERIAL
3. BDNDlNC CABLE SIW.l. BE NO.8. Sf.V9l STRAND
COo\TID COPPER WIRE, CADWEI..DED 10 FmINCS.
4. ANODES SlWL BE PI.ACEIl BELOW OR LEVEl. WITH WA1ERIlAIN.
5. IoWlNESlUlI ANODE CABlLS SlWL BE BWE AND
ZINC ANODE CABlLS SlWL BE WHITE.
ALl.
SlONS IN lOWIlE1RES CEPT OTID.
DWll. DAm 11181"
RE'flSlON NO.: 5
REV. DAm 2002 10
SCAlE: N.T.S.
CATHODIC PROTECTION / BONDING CABLE
FOR EXISTING FERROUS WATERMAIN SYSTEMS
5-439
WORKS OEPAR1IoIENT
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CORPORATION OF THE MUNICIPALITY OF CLARINGTON
CONTRACT NO. CL2004-13
OPS GENERAL CONDITIONS OF CONTRACT
(SEPTEMBER 1999)
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ONTARIO PROVINCIAL STANDARDS
FOR
ROADS AND PUBLIC WORKS
GENERAL CONDITIONS OF CONTRACT
SEPTEMBER 1999
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GENERAL CONOmONS OF CONTRACT
Table of Contents
SECTION GC 1.0 -INTERPRETATION
GC 1.01 Caplians................................................................................................................... 1
GC 1.02 Abbreviations ........................................................................................... ................ 1
GC 1.03 Gender and Singular References........................................................................ .... 1
GC 1.04 Definitions ................................................................................................................ 1
GC 1.05 Substantial Perfarmance.........................................................................................5
GC 1.06 Complelian...............................................................................................................6
GC 1.07 F"mal Acceptance...............................................................................,.....................6
GC 1.08 Interpretation of Certain Words ............................................................................... 6
SECTION GC 2.0 . CONTRACT DOCUMENTS
GC 2.01 Reliance on Contract Dacuments............................................................................ 7
GC 2.02 Order of Precedence ...............................................................................................7
SECTION GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01 Contract Adminisllatar's Authority ........................................................................... 8
GC 3.02 WorKing Drawings ................................................................................................... 9
GC 3.03 Right of the Contract Administratar ta Modify Methods and Equipment................. 9
GC 3.04 Emergency Situatians..........................................m............................................... 10
GC 3.05 Layoul....................................................................................................................10
GC 3.06 Working Area..........................................................m............................................ 10
GC 3.07 Extension of Contract Time ................................,.................................................. 10
GC 3.08 Delays..................................................................................m............................... 11
GC 3.09 Assignment of Contract......................................................................................... 11
GC 3.10 Subcontracting by the Contractor.......................................................................... 11
GC 3.11 Changes ................................................................................................................12
GC 3.11.01 Changes in the Wark............................................................................................. 12
GC 3.11.02 Extra Wol1c............................................................................................................ 12
0P8 QenenI Con ~Illo.. of ConlnIot. ......._ 1_
T_ of ConlInIa.1
GC 3.11.03 Additional Wor1t ..................................................................................................... 12
GC 3.12 Nolices................................................................................................................... 12
GC 3.13 Use and Occupancy of the Wor1t Prior to Substantial Performance .....................13
GC 3.14 Claims, Negotiations, Mediation..........................................c................................. 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
GC,,3.14.05 Mediation ................................................................................ ............................... 14
GC 3.14.06 Payment................................................................................................................ 14
GC 3.14.07 Rights of Bath Parties............................................................................................ 15
GC 3.15 Engineering Arbitration .....................................................................................,.... 15
GC 3.15.01 Conditions for Engineering Arbitration................................................................... 15
GC 3.15.02 Arbitration Procedure............................................................................................. 15
GC 3.15.03 Appointment of Arbitrator....................................................................................... 15
GC 3.15.04 Costs...................................................................................................................... 16
GC 3.15.05 The Decisian.......................................................................................................... 16
GC 3.16 Archaeological Finds ............................................................................................. 16
SECTION GC 4.0 . OWNER'S RESPONslBllmes AND RIGHTS
GC 4.01 Wor1ting Area......................................................................................................... 17
GC 4.02 Approvals and Permits .......................................................................................... 17
GC 4.03 Management and Disposition of Materials ............................................................ 17
GC 4.04 Construction Affecting Railway Property .............:..............................................:.. 18
GC 4.05 Default by the Contractor....................................................................................... 18
GC 4.06 Notification of Default ............................................................................................ 18
GC 4.07 Contractor's Right to Correct a Defaull................................................................. 18
GC 4.08 Owner's Right to Correct Default........................................................................... 18
GC 4.09 Termination of Contractor's Right to Continue the Work....................................... 18
T_of~-a
0P8 a.n.r.l ConclIUoI. of CanIrwcI. S.plO ,ob., 1989
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GC4.10
GC4.11
GC4.12
GC4.13
Fmal Payment to COntraclDr.................................................................................. 19
Tennination of the COntracl................................................................................... 19
COntinuatian of Contractor's Obligations............................................................... 19
Use of Performance Bond ..................................................................................... 19
SECTION GC 5.0 - MATERIAL
GC 5.01
GC 5.02
GC 5.03
GC 5.04
GC 5.05
GC 5.05.01
GC 5.05.02
Supply of Material..................................................................................................20
Quality of Material..................................................................................................20
Rejected Material...................................................................................................20
Substitutions ..........................................................................................................20
OWner Supplied Material................................................................................:...... 21
Ordering of Excess Material.................................................................................. 21
Care of Material.....................................................................................................21
SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
GC 6.02
GC 6.03
GC 6.03.01
GC 6.03.02
GC 6.03.03
GC 6.03.04
GC 6.03.05
GC 6.03.05.01
GC 6.03.05.02
GC 6.03.05.03
GC 6.03.05.04
GC 6.03.06
GC 6.03.07
GC 6.04
Protectian of Work, Persons and Property ............................................................23
Indemnification ......................................................................................................23
Contractor's Insurance........................................................................................... 24
General..................................................................................................................24
General Liability Insurance....................................................................................24
Automobile Liability Insurance............................................................................... 24
Aircraft and Watercraft Liability Insurance............................................................. 25
Property and Bailer Insurance............................................................................... 25
Property Insurance ................................................................................................25
Bailer Insurance.....................................................................................................25
Use and Occupancy of the WOIk Prior to Completion........................................... 25
Payment for Loss or Darnage..............................~................................................. 26
Contractor's Equipment Insurance ........................................................................ 26
Insurance Requirements and Duration.................................................................. 26
Bonding.................................................................................................................. 27
SECTION GC 7,0 _ CONTRACTOR'S RESPONSIBIUTlES AND CONTROL OF THE WORK
GC 7.01
General.................................................................................................................. 28
T_oI~.1I
0P8 GerIeNl COndlIIona 01 C-.c:t. '.pl ,\bel,_
GC 7.02
GC 7.03
GC 7.04
GC 7.05
GC 7.06
GC 7.07
GC 7.08
GC7.09
GC7.10
GC7.11
GC 7.12
GC7.13
GC 7.14
GC 7.15
Layaut................................................................................. .... ............................... 29
Damage by Vehicles or Other Equipment............................................................. 30
Excess Loading of Mator Vehicles ........................................................................ 30
Conditian of the Worldng Area............................................................................... 30
Maintaining Roadways and Delours...................................................................... 30
Access to Properties Adjoining the Wort< and Interruption of Utility Services....... 31
Approvals and Pennits .......................................................................................... 31
Suspensian of Wart< .............................................................................................. 32
Contractor's Right to Stop the Wort< or Tenninate the Contract............................ 32
Notices by the Contractor .................;..................................................................., 32
Obstructions............................................................................ ............................... 33
Umilalions of Operations............................................................ ........................... 33
Cleaning Up Before Acceptance ........................................................................... 33
SECTION GC 8.0. MEASUREMENT AND PAYMENT
Warranty ........................................................ ......................... ........ .................. ..... 33
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 Quanlities............................................................................. 35
Payment..........m....................................................m............................................ 35
Price for Work................................m.................m................................................. 35
Advance Payments for Material..,...................................................,...................... 36
Certification and Payment ...........m................................m....................................36
Progress Payment Certificate.. ...... ......... ............................ .;.. ........ ..m............ ...... 36
Certification of Subcontract Completion .............:..................................................37
Subcontract Statutory Holdback Release Certificate and Payment...................... 37
Certification of Substantia' Pertormance.......................m..................................... 37
Substantial Perfonnance Payment and Substantial Perfannance Statutory
Haldback Release Payment Certlficates...................................m......................... 38
Certification of Completian ....................................................................................38
Completion Payment and Completion Statutory Holdback Release
Payment Certificates .... ........... ...... .... ........... ......... .................. ....... ..... ......... ...... ... 39
.nteresL.............................. .............. .................... .............. ................................... 39
Interest for Late Payment ......................................................................................39
Interest for Negotiations and Claims ..................................................................... 40
Owner's Set-Off ....... ..... .............. ....................... ....... ............. ........ .... ....... ...... ....... 40
T_ of Conte....-Iv
0P8 o.ne... ~ 01 ConncI. ~,""'1_
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GC 8.02.03.12 Delay in Payment ..................................................................................................40
GC 8.02.04 Payment on a TlI11e and Material Basis................................................................. 40
GC 8.02.04.01 Definitions ..............................................................................................................40
GC 8.02.04.02 Daily Work Records............................................................................................... 41
GC 8.02.04.03 Payment far Work..................................................................................................41
GC 8.02.04.04 Payment far Labour ...............................................................................................42
GC 8.02.04.05 Payment far Material ............................................................................................. 42
GC 8.02.04.06 Payment far Equipment.........................................................................................42
GC 8.02.04.06.01 WOIl<ing Tone ........................................................................................................42
GC 8.02.04.06.02 Standby Time .........................................................................................................42
GC 8.02.04.07 Payment far Hand TooIs..............................~........................................................43
GC 8.02.04.08 Payment farWork by Subcontractors.................................................................... 43
GC 8.02.04.09 Submission of Invoices..........................................................................................43
GC 8.02.05
GC 8.02.06
GC 8.02.07
GC 8.02.08
GC 8.02.09
F"mal Acceptance Certificate..................................................................................43
Payment of Workers ..............................................................................................44
Records .................................................................................................................44
Taxes and Duties...................................................................................................44
. Liquidated Damages..............................................................................................45
OPS General eoo_ aI ConlrocI-l!..11 ._ 1_
T.bIe aI Conte.... - v
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Ontario Provincial Standards
for
Roads and PubUc Wort<s
September 1999
GC 1.01
GENERAL CONOmONS OF CONTRACT
SECTION GC 1.0 ~ INTERPRETATION
Captions
.01 The captions appearing in lhese General Conditions have been inserted as a matter of convenience '
and for ease of reference only and in no way define. limit or enlarge the scope or meaning of the
General Conditions or any provision hereof.
GC 1.Q2
Abbreviations
.01 The abbreviations on the left below are commonly found in the Connet Documents and represent
the organizations and phrases listed on the right
"AASHTO"
"ANSI"
"ASTM"
"AWG"
"AINV'/A"
"CESA"
"CGSB"
"CSA"
"CWB"
'GC"
'MOE"
"MTC"
"MTO"
"MUTCD"
OOPS"
-"OPSO"
"OPSS"
"PEO"
"SAE"
"SSPC"
.UL"
"ULC"
GC 1.03
-American Assoclation of State Highway Trans....... ....tion Officlals
_ American National Standards Instil1Ile
_ American SocIety for Testing and Materials
American Wile Gauge
_ American Water Works AssacIalian
Canadian Engineering Standards Association
Canadian General Slandards Board
Canadian Standards Association
Canadian Welding Bureau
General Conditions
Ministry of the Environment (Ontario)
Ministry of Transportation (Onlario)
Ministry of Transportation (Onlario)
Manual of Uniform Traffic Control Devices, published by MTO
Onlario Provincial Standard
Ontario Provincial Standard Orawlng
Ontario Provincial Slandard Specifk;alian
Professional Engineers Ontario
SocIety of AutomOtive Engineers
Structural Steel Painting Council
Underwriters Laboratories
Underwriters Laboratories Canada
Gender and Singular References
.01 References to the masculine or singular throughout the Contract Documents shall be considered to
include the feminine and the plural and vice versa as the context requires.
GC 1.04
Definitions
.01 For the purposes of this Contract the following definitions apply:
Actual Measurement: means the fiekI measurement of that quantity within the approved IimitF
Wotk.
OPS aener.l Condlllona of ConInlCl. s......'_ lllllll
Additional Work: means work not provided for in the Contract and not considered by the Contract
Administrator to be essential to the satisfactory completion of the Contract within lis intended scope.
Base: means a layer of material of specified type and thickness placed immediately below the pavement,
driving surface, finished grade, curb and gutter, or sidewalk.
Certificate of Subcontract Completion: means the certificate issued by the Contract Administrator in
accordance with clause GC 8.02.03.02, Certification of Subcontract Completion.
Certificate of Substantial Performance: means the certificate issued by the Contract Administrator at
Substantial Perfonnance.
.....
Change Directive: means any written instructian signed by the Owner, or by the Contract Administrator
where;so authorized, directing that a Change in the Work or Extra Work be perfonned.
~"
Change In the Work: means the deletion, extension, increase, deaease or alteration of fines, grades,
dimensions, quantities, methods, drawings, substantial changes in geotechnica~ subsurface, surface ar
other conditions, changes In the character of the Work to be done or materials of the Work or part thereaf,
,within!the intended scope of the Contract.
Change Order: means a written amendment to the Contract signed by the Contractor and the OWner, or
the Contract Administrator where so authorized, covering contingencies, a Change in the Walk, Extra
Work, Additional Work and changed subsurface conditions, and establlshlng the basis for payment and the
time allawed for the adjustment of the Contract Tme.
Completion Certif"lC8te: means the certificate issued by the Contract Administrator at completion.
Constructor: means, for the purposes of, and within the meaning of the Occupational Health and Safety
Act, R.S.O. 1990, c.O.1, as amended and amendments thereto, the Contractor who executes the Contract.
Contract: means the undertaking by the OWner and the Contractor to perfonn their respective duties,
responsibilities and obligations as prescribed in the Contract Documents.
Contract Administrator: means the person, partnership or corporation designated by the OWner to be
the OWner's representative for the purposes of the Contract.
Contract Documents: mean the executed Agreement between the Owner and the Contractor, the
Tender, the General Conditions of Contract. the Supplemental General Conditions of Contract, Standard
Specifications, Special Provisions, Contract Drawings, addenda Incorporated in a Contract Document
before the executian of the Agreement, such other documents as may be listed In the Agreement and
subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement
Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any
Subsurface Report and other reports and infonnation provided by the Owner for the Wark, and without
limiting the generality thereaf, may include soil profiles, foundation investigation reports, reinforcing steel
schedules, aggregate sources lists, Quantity Sheets, cross-sections and standard drawings.
Contract TIme: means the time stipulated in the Contract Documents for Substantial Perfonnance of the
Work, including any extension of Contract TIme made pursuant to the Contract Documents.
Contractor: means the person, partnership or corporation undertaking the Work as identified in the
Agreement
, "
Controlling Operation: means any component of the Work, which, If delayed, will delay the completion of
the Work.
~2
OPS GeneIIIl eo....u.... of Contract. 8eploonbef 1999
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..............-...-. ,._._'~.':.~-'~-'-.
Cost Plus: See "Tune and Materiar.
Cut-Off Date: means the date up to which payment will be made far work perfonned.
Dally Work Records: mean dally Records detailing the number and categories of workers and hours
worked or on standby; types and quantities of Equipment and number of haurs 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 reproductians of drawings Of plans pertaining to the Work.
Equipment: means aU machinery and equipment used for preparing, fabricating, conveying Of erecting
the Work and normally referred to as construction machinery and"equipment
Estimate: means' a calculatibn of the qUantltyOf'tosf-oftheWork<<1l8rt~itidependingon the context
Extra Work: means work not provided for in the Contract as awarded but considered. by the Contract
Administrator to be'essential to the 'satisfactory. completion of the "Contract' within its. intended scope,
including unanticipated work required to comply with legislation and regulations which affect theWork.
Final Acceptance Celtiflcate: means the oertificate issued by the. Contract Administrator at Final
Acceptance of the Work.
Final Detailed Statement: means a complete evaluation prepared by the Contract Administrator showing
the quantities, unit prices and final dollar amounts of all items of work completed under the Contract.
including variations in tender items and Extra Work, all as set out In the same general form as the monthly
estimates.
Force Account: See"Tlme and Materiar.
Geotechnical Report: means a report or other information identifying soil, rock and ground water
. conditions' In the area of any proposed excavation orfil!.
Grade: means the required elevation af that part of the wark.
Hand Tools: means tools that are commonly called tools or,jmplements of.the trade and include small
power tools,
Highway: means a common and public highway any part of which Is intended for or used by the general
public for the passage of vehicles and includes the area between the lateral property lines thereof.
Lump Sum Item: means a tender item indicating a portion of the Work for which payment wiil be made at
a single tendered price. Payment Is' not based on a measured quanlity; although a quanlity may be given
in the Contract Documents.
Major Item: means any tender item that has a value, calculated on the basis of its actual or estimated
tender quanlity, whichever Is the larger, multiplied by its tender unit price, which is equal or greater than
the lesser of,
a) $100,000, or
b) 5% of the total tender value calculated on the basis of the total of all the estimated tender
quantities and the tender unit prices.
Material: ITIUI18 material, machineIy, equipment and fixtures forming part of the Work.
OPS General CcII ~"o.. or ConlraOt - 8 '11. -bel 1_
",3
Owner: means the party to the Contract for wham the War!< 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 concrete. or plant or road mixed mulch.
Performance Bond: means the type of security fumished to the Owner to guarantee completion of the
War!< in accordance with the Contract and to the extent provided in the band.
Plan Quantity: means that quantity as computed from within the boundary lines of the WarK as shown in
the Contract Documents.
1..r'>
Project: means the construction af the Work as contemplated by this Contract.
Quantity Sheet means a list of the quantities of Work to be done.
Rate;C?f Interest means the rate determined by the Minister of Rnance of Ontario ,and issued by, and
available from, the Owner.
,,",\?ii ,
Records: mean any books, payrolls, accounts or other information which relate to the WorK or any
Change in the Work or claims arising therefrom.
Roadway: means that part of the Highway designed or Intended far 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 slape.
.....,..
.
J.- ...:
Special Provisions: mean special directions containing requirements peculiar to the WorK.
Standard Specification: means a standard practice required and stipulated by the Owner far
performance of the Walk.
Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base.
Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the
Work by virtue of an agreement with the Contractor.
,"""
Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base,
Subbase and Pavement
.....
Subsuiface Report means a report or other information identifying the location of utilities, concealed and
adjacent structures and physical obstructions which fall within the influence of the WorK.
Superintendent means the Contractor's authorized representative in responsible charge of the WarK.
Surety: means the person, partnership or corporation, other than the Contractar, 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 Contractar, submitted in the farmat prescribed by the Owner,
to complete the Work.
Time and Material: means costs calculated according to clause GC 8.02.04, Payment on a TIIlle and
Material Basis. Where "Cost Plus" and "Fan:e Accounr are used they shall have the same meaning.
P_4
OPS Gene'" eo._.. oA COnlracl......- 1_
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UtIlity: means an aboveground or underground facility maintained by a municipality, public utility authority
or regulated authority and includes services such as sanitary sewer, storm sewer, water, electric, gas, oil,
steam, data transmission. telephone and cable television.
Warranty Period: means the period of 12 months from the date of Substantial Perfonnanoe or such
longer period as may be specified for certain Materials or some or all of the Wol1<. Where a date of
Substantial Performance is not established, the Warranty Period shall commence on the date of
Completion.
Wolte means the total construction and related services required by the Contract Documents.
Working Area: means all the lands and 'easements owned or acquired by the OWner for the'construclian
of the Work.
Working Day: means any Day,
a) except Saturdays, Sundays and statutory hofKlays;
. b) ,. except a'Dayas ~eterriliiled' bY'theCclr1tnitt'Adniirlisbcdor:'an"Whlch,1he"GontractOriscprevented by
. . irIclententweather or conditions resulting immediately1heler.on~' from p1lOClleding"Nith'8",Controlling
'Opei'alian.- Ftirthe piHposesof this definition, this will-be a Day'during'whiclrthe Contractor cannot
proceed with at least 60% of the nonnallabour and equipmentforoeeffectively engaged on the
ControlUng Operation for at least 5 hours;
c) except a Day an which the Contractor is. prevented from proceeding with a Controlling Operation, as
~~bythe~~Ad~~by~~
i. any breach of the Contract by the Owner or If such prevention is due to the Owner, another
COllllactor hired by the Owner, or an employee of any one of them. or byanyoneetse acting on
behalf of the Owner.
ii. on-delivery of Owner-supplied materials,
IIi. any cause beyond the reasonable control af the Contractor which can be substantiated by the
Contractor to the satisfactian of the Contract Admin~.
Working. Drawings: or Working Plans: . means any Drawings or Plans prepared by .the Contractor for the
execution of the Work and may, without limiting the generality thereof, include falsework plans, Roadway
protection plans, shop drawings, shop plans or erection diagrams.
GC 1.05
Su~ntiaIPe~nnance
.01 The Work is substantially performed,
a) when the Work to be performed under the Contract or a substantialpart:thereaf is ready for use
or is being used for the purpose intended; and
b) when the Work to be performed under the Contract is-capabte.of completion or, where there is a
known defect. the cost of correction, is not more than
i. 3% of the first $500,000 of the Contract price,
ii. 2% of the next $500,000 of the ~tract price, and
iii. 1 % of the balanoe of the Contract price.
.02 For the purposes of this Contract, where the Work ar a substantial part thereof is ready far use or is
being used for the purposes intended and the remainder of. the Work cannot be completed
expeditiously for reasons beyond the control of the Contractor ar, where the OWner and the
~tractor agree not to complete the Work expeditiously, the price of the services or materials
remaining to be supplied and required to complete the Work shall be deducted from the Contract
price in determining Substantial Performance.
OPS_ Cond_"'CanInIc:I.~ ,_
~5
,'-';", - - .-......--.
GC 1.06
Completion
.01 The Work shall be deemed to be completed al1!l 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 ~n the lesser of,
a) 1% of the Contract price; or
b) $1,000.
GC 1.07
Final Acceptance
.01 Final Acceptance shall be deemed to occur when the Contract Administrator is satisfied that, to the
best of the Contract Adminlstratal's knowledge at that time, the Contractor has rectified all imperfect
wark and has discharged all of the Contractor's obligations under the Contract
GC 1.08
Interpretation of Certain Words
.Ot,J}1e wards "aoceplable", "approvar, oauthorized". "considered necessary", "directed", "required",
o .:::~salisfactoly". or wards of fike Import, shall mean approval of, directecl, required, considered
~ necessary or authorized by and acceptable or satisfactory to the Contract Administrator unless the
context clearly indicates otherwise.
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"-6
OP8-.....COO_..ot~.8.~.........18lll1
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secnoN GC 2.0. CONTRACT DOCUMENTS
GC 2.01
Reliance on Contract Documents
.01 The Owner warrants that the information furnished In the Contract Documents can be relied upon with
the follawing limitations or exceptions:
a) The Iacalian of all mainline underground utilities which will affeclthe WOlk will be shown to a
tolerance of:
i. 1 m horizontal and
ii. 0.3 m vertical
b) The Owner does nat wammt interpretations of data or opinions expressed in any Subsurface
Report available for the perusal of the Contractor and excluded from the Contract Doclm1ents; and
c) Other informalian specifically excluded from this warranty.
GC 2.02
Order of Precedence
.01 In the event of any incansislenCY or conflict in the contents of the Jollawing documents, such
documents shall take precedence and govern in tile foUowing order:
a) Agreement
b) Addenda
c) SpecIal ProvisiOns
d) ContraCt Drawings
e) Standard Specifications
f) Tender
g) Supp\amental General Conditions
h) General Conditions
i) Working Drawings
Later dates shall govern within each of the above categories of documents.
.02 In the event of any conlUct among or inconsistency in the information shown on Drawings, the
following rules shall apply:
a) Dimensions shown in figures on a'Drawing shall govern where they differ from dimensions scaled
from the same drawing;
b) Drawings of larger scale shall govern over those of smaller scale;
c) Detailed Drawings shall govern over general Drawings; and
d) Drawings of a later date shall govern over those of an earlier date in the same series.
.03 In the event of any conflict in the contents of Standard Specllicalions the following order of
precedence shall govern:
a) Ontario Provincial Standard SpecifiGalions; then
b) Other Standard Specfficalions, such as those produced by CSA. CGSB, ASTM and ANSI, and
referenced in the Ontario Provincial Standard Specifications.
.04 The Contract Documents are complementary, and what is required by anyone shall be as binding as
if required by all. "
OPSOeneral ~oI~."'-lm
"-7
SEcnON GC 3.0 - ADMINISTRATION OF THE CONTRACT
GC 3.01
Contract Administrator's Authority
;'"
.01 The Contract Administrator will be the Owner's representative during construction and until the
issuance of the Completion Certificate or the issuance of the Final Acceptance Certificate whichever
is later. All instructions 10 the Contractor including instructions from the Owner wiD be issued by the
Contract Administrator. The Contract Administrator will have the authanty to act on behalf af the
Owner only 10 the extent provided in the Contract Documents.
.02 All claims, disputes and other matters in question relating 10 the performance and the quality af the
Work or the interpretation of the Contract Documents shall be referred 10 the Contract Administrator.
.03 The Contract Administrator wl1l inspect the Work for its confonnity with the plans and speclficatians,
a,gd to record the necessary data to establish payment quantities under the. schedule of tender
qi:iantities and unit prices or 10 make an assessment of the value of the work completed in the case of
"~4!Jmp sum price contract.
.04 jlle 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 Adminlstratar will with reasonable promptness review and take appropriate action upon
the Contractor's submissions such as shop drawings, product data, and samples in acconIanoEi with
the Contract Documents.
~
.06 The Contract Administrator will investigate all allegations of a change in the character of the Work
made by the Contractor and issue appropriate Instructions.
.07 The Contract Administrator will prepare Change Directives and Change Orders.
.08 Upon written application by the Contractor, the Contract Administrator and the ContraclDr will jointly
conduct an inspection of the Work 10 establish the date of Substantial Perfonnance of the Work
. and/or the date of Completion of the Work.
.09 The Contract Administrator will be, in the first instance, the interpreter af the Contract Documents and
the judge of the perfonnance thereunder by bath parties 10 the Contract. Interpretations and
decisions of the Contract Administralor shall be consistent with the intent of the Contract Documents
and in making these decisions the Contract Administrator will not show partiality 10 either party.
.10 The. Contract Administrator will have the authority 10 reject part of the Work or Material which does
not confonn 10 the Contract Documents.
.11 Defective work, whether the result of poor workmanship, use of defective material, or damage
through carelessness or ather act or omission of the Contractor and'whether incorporated in the Work
or not, which has been rejected by the Contract Administrator as failing to confonn 10 the Contract
Documents shall be removed promptly from the Work by the Contractor and replaced or re-executecf
promptly in accordance with the Contract Documents at no additional cost to the Owner.
.12 Any part of the Work destroyed or damaged by such removals, replacements ar re-executians shall
be made goad, promptly, at no additional cost to the Owner.
.13 If, In the opinion of the Contract Administrator, It is not expedient to correct defective work or work not
performed in acconIance with the Contract Documents, the Owner may deduct from monies
otherwise due to the ContraclDr the difference in value between the work as performed and that
called for by the Contract Admin~.
P8ge 8
OPS Genelal COllclllo... fII ConncI- !leIll'_lll89
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.14 Notwithstanding any inspections made by the Contract Administrator or the issuance of any
certificates or the making of any payment by the Owner, the failure of the Contract Administrator to
reject any defective work or Material shall not constitute acceptance of defective work or Material.
.15 The Contract Administrator will have the authority to temporarily suspend the Work for such
reasonable time as may be necess8IY to facilitate the checking of any portion. of the Contractor's
construction layout or the inspection of any portion of the Work. There shall not be any extra
compensation for the suspension of work.
GC 3.02
Working Drawings
.01 The Contractor shall arrange for the preparation of c:IeaIly identified and dated Working Drawings as
called for by the Contract Documents.
.02 The Contractor shan submit Working Drawings tolhe' Contract"Adminil;bator with reasonable
promptness and in orderly sequence so as to-not caU$e del8y'irtthe'WOrIC,If~the'Contractor or
the Contract Administrator so requests they shan 'jointly -prepare'll 'schedule fixing the. dates for
submission and return of Working Drawings. Working Drawings shall be submitled in printed fonn.
At. the time of submission the Contractor shall notify the Contract Administrator in writing of any
deviations from the Contract requirements that exist In theWorkIng Drawings.
.03 The Contract Administrator will revieW and return Working Drawings in accordance with an agreed
upon schedule, or otherwise, with reasonable promptness so as not to cause delay.
.04 The Contract Admini$balor's revieW will be to check forCOllfonnity to the' design 'concept and for
general arrangement only and such review shall not relieve the Contractor of responsibility for errors
or omissions in the Working Drawings or of responsibility for meeting all requitements of the Contract
Documents unless a deviation on the Working Drawings has been approved in writing by the Contract
Administrator.
.05 The Contractor shall make any changes in WarldngOrawings which the Contract Administrator may
require consistent with the Contract Documents and resubmit unless otheIwise directed by the
Contract Administrator. When resubmltling. the Contractor shan notify the Contract Administrator In
writing 'of any reVIsions other than those requested by the Contract Administrator.
.06 Work related to the Working Drawings shall not proceed until the Working Drawings have been
signed and dated by the Contract Administrator and marked with the words "Reviewed. Pennission
to construct granted."
.07 The Contractor shall keep one set of the.reviewed Working Drawings, marked as above, at the site at
all times.
GC 3.03
Right of the Contract Administrator to Modify Methods and Equipment
.01 The Contractor shall, when requested in writing, make a1terations'in the method, Equipment or work
force at any time the Contract Administrator considers the Contractor's actions to be unsafe, ar
damaging to either the Work or existing facilities or the environment
.02 The Contractor shall, when requested in writing, alter the sequence of Its operations on the Contract
so as to avoid interference with work being performed by others.
.03 Notwithstanding the foregoing, the Contractor shall ensure that all necessary safety precautions and
protection are maintained throughout the Work.
OPSaene..leo._.oI~.8 ~11~""'1_
~8
GC 3.04
Emergency Situations
'"
.01 The Contract Administrator has the right to determine the existence of an emergency situation, and
when such an emergency situation is deemed to exist, the Contract Administrator may instruct the
Contractor to take action to remedy the situation. If the Contractor does not take timely action, or if
the Contractor is nat available, the Contract Administrator may direct others to remedy the situation.
.02 If the emergency situation was the fault of the Contractor, the remedial work shall be done at the
Contractor's expense. If the emergency situation was not the fault of the Contractor, the Owner will
pay far the remedial work.
GC 3.05
Layout
,
.of . The Contract Administrator will provide baseline and benchmark info~ation far'the general location,
, ,alignment and elevation af the Work. The Owner will be responsible only for the correctness of the
,J9tonnation provided by the Contract Administrator. :
GC 3:& WOrking Area
,
-_:.;i.o."
.01 The COntractor's sheds, site oflices,. toilets, other temporary structures and storage areas for material
and equipment shall be grouped in a compact manner and maintained in a neat and orderly condition
atall times.
.02 The Contractor shall confine his construction operatians to the Working Area Should the Contractor
require more space than that shown an the Contract Drawings, the Contractor shall obtain such
space at no additional cost to the Owner.
.03 The Contractor shall not enter upon or occupy any private property for any purpose, unless the
Contractor has received prior written pennission from the property owner.
GC 3.07
Extension of Contract Time
.01 An application for an extension of Contract Time shall be made in writing by the Contractor to the
Contract Administrator as soon as the need far such extension becomes evident and at least 15 Days
prior to the expiration of the Contract Time. The application for an extension of Contract Trme shall
enumerate the reasons, and state the length of extension required.
.02 ,Circumstances suitable for consideration of an extension of Contract Time. include the following:
a) Delays; See subsection GC 3.08.
b) Changes in the Work; See clause GC 3.11.01.
c). Extra Work; See clause GC 3.11.02.
d) Additianal Work; See clause GC 3.11.03.
.03 The Contract Administrator will, in considering an application for an extension to the Contract Time,
take into account whether the delays, Changes in the Work, Extra- Work or Additional Work invalve a
Controlling Operation.
.04 The Contract Time shall be extended for such additional time as may be recommended by the
Contract Administrator and deemed fair and reasonable by the Owner.
.05 The tenns and conditians of the Contract shall continue for such extension of Contract Time.
Page 10
OPS -.. Cclnd_ f1t~. ......nber 1889
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GC 3.08 Delays
.01 If the Contractor Is delayed In the pertonnance of the Wolle by,
a) war, blockades, and cMI commotions, errors In the ContraCt DocumentS; an act or omission of the
Owner or Contract Administrator, or anyone employed or engaged by them directly or Indirectly,
contrary to the provisions of the Contract Documents;
b) a stop work order issued by a court or public authority, provided that such order was not issued as
the result af an act or omission af the Contractor or anyone employed or engaged by the
Contractor directly or indirectly;
" c) the' COntract 'Administrator giving notice under subseClionGC -7.09; Suspension of Work;
d) abnormal Inclement weather; or
, e) 'archaeological finds in accorcIance with subseCtion GC 3.16. Archaeological Finds,
then the Contractor'shall be reimbUrsed by the Ownerfor,reasonablecosts incurred by,the Contractor
as the result of such delay, provided that In the case of an application for an extension of Contract
Tme.due toabnonnal Inclementweathet';'1he'CunlradOr' shaU;"with'the- Contraotor's -application.
submit evidence from Environment Canadain',supportof'such-appication;'..extensian of Contract
Tme will be granted In accordance with subsection GC3;07, Extension of,Contract,Time.
.02 If the Work Is delayed by labour disputes. ' strikes orlock-outs.'lncIudinglock.oOUls decreed or
recommended tolls members by a'recognized contraotor's anoclation, of whlch,the Contractor Is a
. member or to which the Contractor Is otheIwise bound . which. are beyond the. ContraclDr's control,
then the Contract Tme shall 'be' extended' In' accordance 'witll'Subsection GC' 3,07; ,Extension of
Contract Time. In no case shall the extension of Contract Tune be less' than the time lost as the
result of the event causing the delay, unless a shorter extension'ls agreed to by the Contractor; , The
Contractor shall not be entitled to payment for costs Incurred as the'result of.such delays unless such,
delays are the result of actions by the Owner.
GC 3.09
Assignment of Contract
.01 The Contractor shall not assign the Contract. either In whole or in part, without the writIen consent of
the Owner.
GC 3.10
SubcontraCting by the Contractor
.01 The Contractor may subcontract any part of the Work; subject to these General Conditions and any
Imitations specified in the Contract Documents.
.02 The Contractar shall notify the Contract Administrator. In writing;, of'the.intention to subcontract. Such
notification shall identify the part of the Work; and the SUbcontraCtor with wham it is intended.
.03 The Contract AdminlstratorwRl, within 10 Days of receipt of such notification.. accept ar reject the
intended Subcontractor. The rejection will be'in wriling,and will Include the reasons for the rejection.
.04 The Contractor shall not, withoUt the written consent of the Owner. change a Subcontrector'who has
been engaged in accordance with subsection GC 3.10 Sub..o. ,b &ctiilg by the Contractor.
.05 The Contractor shall preserve arid protect the rights of the parties under the Contract with respect ta
that part of the Work to be perfonned under subcontract and shall,
a) enter into agreements with the intended Subcontractors to require them to perfotm their work in
accordance with the Contract Documents; and
b) be as fully responsible to the OWner for acts and omissions of the Contraclol's Subcontractors and
of persons directly or indirectly employed by them as for acts and omissions of persons directly
employed by the Contractor.
0P8 -.. eo._. of~."",,- 11189
"- 11
.06 The Owner's consent to subcontracting by the Contractor shan not be construed to relieve the
Contractor from any obligation under the Contract and shall not impose any liability upon the Owner.
Nothing contained in the Contract Documents shall aeate a contraclual relationship between a
Subcontractor and the Owner.
GC 3.11
GC 3.11.01
Changes
Changes in the Work
.01 The Owner, Of the Contract Administrator where sa authorized, may, by arder in writing, make a
Change in the Wark without Invalidating the Contract. The Contractor shall not be required to
proceed with a Change in the Work until in receipt at a Change Directive. Upon the receipt of such
Change Directive the Contractor shall proceed with the Change in the Work.
.02 ,.I!Je Contractor may apply tar an extension of Contract Time according to the terms of subsection GC
3:07, Extension ot Contract Tune.
.031tJhe Changes In the Work relate solely to quantities, payment for that part of the Work will be made
'eCcording to the conditions specified in clause GC 8.01.02, Variatians in Tender Quanlilies. It the
Changes in the Work do not solely relate to quantities, payment may be negaliated pursuant to
subsection GC 3.14, Claims, Negotiations, Mediation Of payment may be made according to the
conditions contained In clause GC 8.02.04, Payment on a Time and Material Basis.
GC~.11.02
Extra Work
.01 The Owner, ar Contract Administrator where sa authorized, may instruct the Contractor to perform
Extra Work without invalidating the Contract. The Contractor shall not be required to proceed with the
Extra Work until In receipt of a Change Directive. Upon receipt of such Change Directive the
Contractor shall proceed with the Extra Work.
.02 The ContractOf may apply tar an extension at Contract Time according to the terms of subsection GC
3.07, Extension of Contract Tune.
.03 Payment tar the Extra Work may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiations, Mediation, or payment may be made according to the conditions contained In clause
GC 8.02.04, Payment on a Time and Material Basis.
GC 3.1,1.03
Additional Work
.01 The Owner, or Contract Administrator where sa authorized, may request the Contractor to pertarm
Additional Work without invalidating the Contract. It the Contractor agrees to perform Additional
Work, the Contractor shall proceed with such Additional Work upon receipt of a Change Order.
.02 The Contractor may apply for an extension at Contract Time according to the terms of subsection GC
3.07, Extension of Contract TIIT1e.
.03 Payment for the Additional Wark may be negotiated pursuant to subsection GC 3.14, Claims,
Negotiations, Mediatian, or payment may be made according to the conditions contained In clause
GC 8.02.04, Payment on a Time and Material Basis.
GC 3.12
Notices
.01 Any notice permitted or required to be given to the Contract Administrator Of the Superintendent In
respect of the Work shall be deemed to have been given to and received by the addressee on the
date of delivery It delivered by hand Of by facsimile transmission and on the fifth Day after the date of
mailing It sent by man.
"-12
OPS 0enenII COlldltlo... 0/ ConlrKl- 8eploo,...., 1_
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.02 The Cu..b.....lor and \he OWner shall provide each other with \he mailing addresses, telephone
numbets and facsimile terminal numbers for the COntract AdministralDr and the Superintendent at the
commencement of the WOrk.
.03 In the event olf an emergency sltualion or other urgent matter the Contract Administrator or the
superintendent may give a verbal notice, provided that such notice is confirmed in writing within 2
Days.
'.04 ,Any notice pelmitled or required to be given to the OWner or the COntractor shaH be given in
'accardal1ce with the notice provision of the Contract.
GC3.13
Use and Occupancy of the Work Prior to Substantial Perfonnance
. .01 . Where it is not'COntemplatede1sewhere in'.theContract DocumentsrtheOwner may use or occupy
the Work or any part thenlof prior to SubstSiltillt,Pl!!lformance; provided:that aUeast 30 Days' written
notice has been given to the Contractor.
.02 The use or occupancy of \he Work or any part1hereof by1heOWnerpriortoSUbstantial Performance
shall not conslitUte an acceptance of the Work 'or partsso'occupled. In'-additlon. the use or
occupancy of the Work shaI not relieve the ContractOr or the COutractor's SUrety from any liability
that has arisell. or may arise,fromthe perronnance'oftheWortdn'aocordance.withthe'Contract
Documents. The Owner will be responsible for any damage that occurs because of the OWner's use
or occupancy. Such use or occupancy of any part of the Work by the Owner does not waive the
Ownet's right 'to 'charge 'the' Contractor liquidated damages in acconlancewith the terms of the
Contract.
GC 3.14
GC 3.14.01
Claims. Negotiations, Mediation
Continuance of the Work
.01 Unless theCcllltract has been terminated or completed, the Contractor shall in every case, after
serving or I'ElClliving any notification of a claim or dispute; verbal or written, continue to proceed with
the Work with'due diligence and expedition. It'is undelStoad by the parties that such.action 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, the COntractor shall keep Daily
Work Records during the course of the Work, suflicient to substantiate the Contractor's claim, and the
Contract Administrator will keep Dally Wot1CRecordsto'be used In'assessing1he Contractor's claim,
all in accordance with clause GC 8.02.07, Records.
.02 The COntractor and the Contract Administrator shall reconcile their respective Daily Work Records on
a daily basis, to simplify review of the claim, when submitted.
.03 The keeping lJf Daily Work Records by the Contract Administrator or the reconciling of such Daily
Work Records! with those of the Contractor shall not be construed to be acceptance of the claim.
GC 3.14.03
Claims Procedure
.01 The ContracllJr shall give verbal notice of any situation which may lead to a claim for additional
payment Immediately upon becoming aware of the situation.
.02 The Contracll)f" shall provide written notice in the standard fonn "Notice af Intent to Claim" within 7
Days of the Olll1'lmellcement of any part of the Work which may be affeGted by the situation.
OPs ~ Cond__IlIConlrac1- s..,.r..- 11m
,"-13
.03 The Contractor shall submit detailed claims as soan as reasonably possible and In any event no later
than 30 Days after completion of the WOIk affected by the situation. The detailed claim shall:
a) Identify the item or items in respect of which the claim arises;
b) state .the grounds. contractual Of otherwise. upon which the claim is made; and
c) include the Records maintained by the Contractor supporting such claim.
In exceptional cases the 30 Days may be increased to a maximum at 90 Days with approval in writing
from the Contract Administrator.
.04 Within 30 Days at the receipt of the Contractor's detailed claim, the Contract Administrator may
request the Contractor to submit any further and other particulars as the Contract Administrator
considers necessary to assess the claim. The Contractor shall submit the requested infonnation
within 30 Days of receipt of such request
.05 Within 90 Days of receipt of the detailed claim, the Contract Administrator shall advise the Contractor,
in writing, of the Contract Administratol's opinion with regard to the validity of the claim.
-"
GC3otf4.04 Negotiations
"~..
.01 ''l''hEi parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and
agree to provide. without prejudice, open and timely disclosure at relevant facts, Infonnation, and
documents to facilitate these negotiations.
.02 Should the Contractor disagree with the opinion given In paragraph GC 3.14.03.05. with respect to
,.any part of the claim. the .Contract Administrator shaH enter into negotiations with the Contractor to
resolve the matters in dispute. Where a negotiated setllement cannot be reached and It is agreed
that payment cannot be made on a Time and Material basis in accordance with clause GC 8.02.04,
Payment on a Time and Material Basis, the parties shall proceed in accordance with clause GC
3.14.05, Mediation, or subsection GC 3.15, Engineering Arbitration.
GC 3.14.05
Mediation
.01 It a claim is not resaIved satisfactonly through the negotiation stage noted in clause GC 3.14.04,
Negotiations, within a period of 30 Days following the opinion given in paragraph GC 3.14.03.05, and
. the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the
services of an independent third party mediator.
.02 The mediator shall be mutually agreed upon by the Owner and Contractor.
.03 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall
. IJJllet with the parties together and separately. as necessary, to review all aspects of the issue. In a
' final attempt to assist the parties in resolving the issue themselves prior to proceeding to arbitration
the mediator shall provide, without prejudice, a non-binding recommendation for settlement
.04 The review by the mediator shall be completed within 90 Days following the opinion given in
paragraph GC 3.14.03.05. '
.05 Each party is responsible for its own costs related to the use at the third party mediator process. The
cost of the third party mediator shall be equally shared by the OWner and Contractor.
GC 3,14.06
Payment
.01 Payment of lt1e claim will be made no later than 30 Days after the date ot resolution of the claim or
dispute. Such payment will be made according to the tenns of Section GC 8.0, Measurement and
Payment
P_14
OPS 0eneNI eo.-.-.. 01 Connct. 8epIomber 1m
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GC 3.14.07
Rights of Both Parties
.01 It is agreed that no action taken uncleI' this subsection GC 3.14, Claims, Negotiations, Mediation, by
either party shan be construed as a renunciation or waiver of any of the rights or recourse available to
the parties, pn)vided that the requirements set out In this subsection are fulfilled.
GC3.15
GC 3.15.01
Engineering Arbitration
Conditions for Engineering ArbItratIon
.01 If a claim is Ilat resolved satisfactorily through the negotiation stage noted In clause GC 3.14.04,
Negotiations, ,or the mediation stage noted In clause GC 3.14.05, Mediation, either party may invoke
the provisions' 'of. subsection GC 3:15, EngIneering Arbitration. by giving written notice to the other
party.
.02 Notification tltilt arbitratian shall be inplemented to resolve \heissue'8hall be 'communicated in writing
as soon aspassible and 'no later .thaR'''60''Days~foIIowinlr'lhe''''Oplnion''1liven in paragraph GC
3.14.03;05. Vi/here the use of a third parttmediator wss.implemented:,notification shan be within 120
Days of the opinion given In paragraph GC 3.14.03.05.
.03 The parties shan be bound by the clecislon of the a.tlih..tor.
.04 The rules ancl procedures of the Arbitration Act, 1991. 5.0. 1991, 0.17, as amended, shall apply to
.any. arbitration conducted. hereunder except to the . extent that \hey are modified by.tI:le express
provisions of this subsection GC 3.15. engineering Arbitration.
GC 3.15.02
Arbitration Procedure
.01 The following provisions are to be included In the agreement to arbitrate and are subject only to such
right of appelll'as exist where thearbllrator has exceeded 'his or her jurisdiction or have otherwise
disqualified him or herseIt
a) All existingl actions in respect of the matters under arbltralionwll'be'stayed pending arbitration;
b) All outstanding claims and matters to be setIIed are to be set out in a schedule to the agreement
Only such claims and matters as are in the schedule will be arbitrated; and
c) Before proceeding with the arbitration, the Contractor Shan confinn that all matters in dispute are
set out in the schedule.
GC 3.15.03
Appointment of ArbItrator
.01 The arbitrator shall be mutually agreed uponby1he Owner and Co"h acIOI'ltl1adjudicate the dispute.
.02 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 Days of the notification
of arbitration noted in paragraph GC 3.15.01.02, the Owner and the Contractor shall each choose an
appointee within 37 Days of the notice of arbitration.
.03 The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 Days after
the last appointee was chosen or they shall refer the matter to \he Arbitration and Mediation Institute
of Ontario Inc. which will select an arbitrator to adjudicate the dispute within 7 Days af being
requested to do sa.
.04 The arbitratolr shall nat be interested financially in the Contract nor In either party's business and shall
not be employed by either party.
.05 The arbitrator may appoint independent experts and any other persons to assist him or her.
OPS 0enerlI1 CondIio.. '" Conlr8cl. &o.jlMmber 1_
"'15
.06 The arbitrator is not bound by the rules of evidence which govem the trial of cases in court but may
hear and consider any evidence which the arbitrator c:onslders relevant
.07 The hearing will commence within 90 Days of the appoinbnent 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 Contrador.
.03 The arbitration hearing shall be held in a place mutually agreed upon by. bath parties ar in the event
the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate
facilities shall be shared equally by the Owner and the Contractor.
~:-~.- ",
.04 . The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.
GC 3~f5.05
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 bath parties. Payment shall be
made in accordance' with clause GC 3.14.06, Payment
GC 3.16
Archaeological FInds
.01 If the Contractor's operations expose any items which may indicate an archaeological find, such as
building remains, hardware, accumulations of bones, pottery, or arrowheads, the Contractor shall
immediately notify the Contract Administrator and suspend operations within the area identified by the
Contract Administrator. Natification may be verbal provided that such notice is confirmed in writing
Within 2 Days. Work shall remain suspended within that area until othelwise directed by the Contract
Administrator in writing, in 8ccordance with subsection GC 7.09, Suspension of Wotk.
.02 Any delay in the completion of the Contract that is caused by such a suspension of Work will be
considered to be beyond the Contractor's control in accordance with paragraph GC 3.08.01.
. .03 Any work directed ar authorized in connection with an archaeological find will be considered as Extra
, Vo{ork in accordance with clause GC 3.11.02, Extra Work.
"~",.
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"-'6
OPS GeMm ~ f1IConncI. &.pIomber lll9l1
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SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS
GC 4.01
Working Area
.01 The Owner will acquire all property rights which are deemed necessary by the OWner for the
construction 011 the Work, including temporary working easements, and will indicate the full extent of
the Working Area on the Contract Drawings.
:02 The Geotechnical Report and,Subsurface Report which will be provided by the Owner as part of the
tender dOCUmElnts shall fonn part of the Contract DrawIngs.
GC 4.02
Approvals and Pennlts
.01 The Owner will pay for all plumbing and building pennlts.
.02 The Owner ~illoblain and pay for allpennits,licenses,and ,c::edIficates:..:.re.quired.for Project
approval. ' .
GC 4.G3
. Managementand Disposition of Materials
.01 'The Owner wilm identify in the COntract Documents the materials to be moved within or removed from
theWorking Area, and any cI1aracteris1icS' of-thosematerialswhich will necessitate special materials
managementlind disposition.
-"".02 tnacbOri:lance'wilhtegulaliansunderthe OCcupational HeiJIIh,and'SafetyAct; R:S.O.'.1990; 0.0.1.- as
amended, the Owner advises that
a) the designated substances silica, lead and arsenic are generally present throughout the WOrking
Arel! occuning naturafly or as a result af vehicle emissions;
b) the desigmlted substance asbestOS is present in asbestos conduits for utiUties;
c)"the. following' hazardous' materials are .ordlnarily present in constructIan: actIvilies:'limestone,
gypsum, marble, mica and Portland cement; and
d) exposure 'to 1hese substances rnayoccur as'a result ofaclivlties by the Contractor such as
sweeping, !grinding, crushing, drifting, blasting; cutting and abrasiveblasling.
.03 The Owner wiD Identify In the COntract Documents any designated substances or hazardous
materials othe,r than those Identified above and their location in the Working Area.
.04 If the Owner or Ca..h....tu. discovers or is advlsed'of .the' presence. of .designated substances or
hazardous. Illlrterials which are in addition tolhose listed. in .paragraph GC. 4.03.02, or not cleariy
identified in the 'COntract Documentsaccording-1o' .paragraph,<SC,4J}3:03;1hen:verbal notice will be
provided to tI1e other party immediately wlthwrllten confinnationwlthin2 Days. The Contractor will
stop work in the area 'immediately and will determine the necessary steps required to complete the
work in acconlance with applicable legislation and regulation.
.05 The Owner will be responsible for any reasonable additional costs of removing, managing and
disposing of ,any material' not Identified In the Contract Documents, or where conditions exist that
could not have been reasonably foreseen at the time of tendering. All work under this paragraph
shall be deemed to be Extra Work.
.06 Prior to commencement of the Work, the Owner will provide to the Contractor a list of those products
controlled under the Workplace Hazardous Materials Infonnatlon System or WHMIS, which the
Owner will supply or use on the COntract, together with copies of the Materials Safety Data Sheets for
these prodUCIs. All containers used in the application of products controlled under WHMIS shall be
labelled. ThEI Owner will notify the Contractor In wrlUng of changes to the list and provide relevant
MaterIal Safety Data Sheels.
OPS GenerII ~. of ConlnIct. ...-, 1.
"- 17
GC 4.04
Construction Affecting Railway Property
.01 The Owner will pay the costs of allllagging and other lIaffic conlrol measures required and provided
by the railway company unless such costs are solely a function of the Contractor's chosen method of
completing the Work.
GC 4.05
Default by the Contractor
.01 The Contractor shall be in default of the Contract if,
a) the Contractor fails to commence the Work or execute the Work properly or otherwise fails to
comply with the requirements of the Contract to a substantial degree; or
b) if the Contractor Is adjudged bankrupt or makes a general assignment for the benefit of creditors
because of insolvency or if a receiver is appointed because af insolvency. '
GC.<I,PS Notification of Default
",.<j,-...-^
, .-.;J~
.01','ithe Owner will give written notice af a default to the Contractor as saan as the Owner becomes
. aWare of the aHeged default but failure to give such notice in a timely way shall not constitute
condonation of the default The notice will include Instructions 10 correct the default within 5 Working
Days.
GC 4.tl7
Contractor's Right to Correct a Default
.01 The Contractor shall have the right within the 5 full WOrl<ing Days fallowing the receipt of a notice of
default 10 correct the default and provide the OWner with satisfactory proof that appropriate corrective
measures have been taken.
.02 If the correction of the default cannot be completed within the 5 full Worl<ing Days fallowing receipt of
the notice, the Contractor shaD not be In default if the Contractor,
a) commences the COl1'eCtian of the default within the 5 full Working Days fallowing 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.oa
Owner's Right to Correct Default
.01 If the Contractor fails to correct the default within the time specified in subsection GC 4.07,
d;pnlractor's Right to Correct a Default, or subsequenUy agreed upon, the OWner, without prejudice 10
,a.ny 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
Tenninatlon of Contractor's Right to Continue the Work
.01 Where the Contractor fails to correct a default within the time specified in subsection GC 4.07,
Contractor's Right to Correct a Default, or subsequenUy agreed upon, the OWner, without prejudice to
any other right or remedy the Owner may have, may tenninate the Contractor's right to continue the
Work in whole or in part by giving written notice to the Contractor.
.02 If the Owner tenninates the Contractor's right to continue with the Work in whole or In part, the Owner
will be entitled 10,
a) lake possession of the Working Area or that portion of the WoIldng Area devoted to that part of the
Work tenninated;
b) utilize the Equipment of the Contractor and any Material within the Worl<ing Area which is intended
10 be incarparated Into the Work, the whole subject 10 the right of third parties;
c) withhold further payments 10 the Contractor with respect to the Work or the portion of the Work
withdrawn from the Contractor until the Work or portion thereof withdrawn is completed;
,"-1.
OPS ~ Cand_ d~- 8eplo.,<ber 1_
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d) charge the 'Cantractor the additional cost over the Contract price of completing the WOI1< or portion
thereof ~~drawn from the cantractar, as certified by the Contract Administrator and any
additional compensation paid to the Contract Administrator for such additional service arising from
the col1"ElCti<Jn of the default;
e) charge the Contractor a reasonable allowance, as detennined by the Contract Administrator, to
cover correction to the WOI1< perfonned by the COntractor 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 which the cost of corrections to the Work under subsection
GC 7.15, Warranty, exceeds the allowance providad for such corrections.
GC 4.10
Fmal Payment to Contractor
.01 If the Ownet'!; cost tooorrect and compietetheWOI1<in,wholeor inparUs ,less than the amount
withheld from the ContractorundersubseClion"GC4.09,'Termination.ofLContraclor'S Right to
Continue the Work,' the Owner wiU pay the.balanceto1he:eo.m....luoassoan:'ils the final accounting
for the Contral::! is complete.
GC4.11
Tennlnatlon of the Contract
.01 Where the COntractor is in default of the Contract the Owner may, wilhout prejudice to any other right
or remedy the Owner may have,tenninate the Contract by giving written notice of termin8tion to the
. Contractor,the Surety and 'any 1rUStee'or receiver acting on behalf of ' the Contraclor's. estate or
creditors.
.02 If the Owner e,1ecls to terminate the Contract the OWner will provide the Contractor and the trustee or
receiver with II complete accounting to the date of termination.
GC4.12
ContInuation of Contractor's Obligations
.01 The ContracllJr's obligation under the Contract as to quality; correction and warranty of the Work
performed prior to the time of termination of the Contract or termination of the Contractor's right to
continue with the WOI1< in whale or in part shall continue to be in foIOe after such termination.
GC4.13
Use of Perfonnance Bond
.01 If the COntrac:tor is in default of the Contraet and the COntractor'has provided a Performance Bond,
the provision!; of this Seclion shall be exercised' in accordance with the 1XInditions of the penarmance
Bond.
OPS General CondIIorw 01 Contract - a 11.11 mber 1888
PIlI"18
GC 5.01
SECTION GC 5.0 - MATERIAL
Supply of Material
.01 All Material necessary tar the proper completion of the Work, except that listed as being Supplied by
the Owner, shall be supplied by the Contractor. The Contract price tar the appropriate tender items
shall be deemed to include fuD compensation tar the supply of such Material.
;
GC 5.02
Quality of Material
.01 All Material suppfied by the Contractor shall be new ar unless otherwise specified in the Contract
Documents.
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.02 Material supplied by the Contractor shall conta"" to the requirements of the Contract
.03 .~ specified or as requested by the Contract Administrator. the Contractor shall make available tar
:i~n or testing a sample of any Material to be supplied by the Contractor."
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.04 ,The Contractor shaD obtain far the Contract Administrator the right to enter upon the premises of the
Material manufacturer or suppfrer to cany out such inspection, sampling and testing as specified or a
< requested by the Contract Administrator. .
.05 The Contractor shaH notify the Contract Administrator of the sources of supply sufficiently In advance
.. .of the MateriaJ shipping dates to enable the Contract Administrator to peIfarm the required Inspection,
' sampling and testing.
.06 The Owner will not be responsible tar any delays to the Contractor's operations where the Contractor
fails to give sufficient advance notice to the Contract Administrator to enable the Contract
Administrator to carry out the required inspection, sampling and testing before the scheduled shipping
date.
.07 The Contractor shall not change the source of supply of any Material without the written authorization
of the Contract Administrator.
.08 Material which is nat specified shall be of a quality best suited to the purpose required and the use of
such Material shaH be subject to the approval of the Contract Administrator.
GC 5.03
.~~
Rejected Material
.01 R;jected Material shall be removed from the Working Area expeditiously after the notification to that
El~ect from the Contract Administrator. Where the Contractor fails to comply with such notice the
Contract Administrator may cause the rejected Material to be removed from the Working Area and
disposed of in what the Contract Administrator considers to be the mast appropriate manner and the
Contractor shall pay the costs of disposal and the appropriale overhead charges.
GC 5.04
Substitutions
.01 Where the Specifications require the Contractor to supply a Material designated by a trade or other
name, the Tender shall be based only upon supply of the Material so designated, which shall be
regarded as the standard of quality required by the specification. After the acceptance (If the Tender,
the Contractor may apply to the Contract Administrator to substitute another Material identified by a
different trade or other name tar the Material designated as ataresaid. The application shall be in
writing and shall state the price far the proposed subslitute Material designated as ataresaid. and
such other Information as the Contract Administrator may require.
"- 20
OPS General Condltl... 01 Cclt1nd. ~ ll19ll
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.02 Rulings on a proposed substitUlIon will not be made prior to the acceptance of the Tender.
Substitutions s:hall not be made without the prior approval of the Contract Administrator. The
approval or rejeclian of a. proposed substitution will be made at the discretion of the Contract
Administrator.
.03 . If the proposed substitution Is approved by the Contract Administrator. the Contractor shall be entiUed
to the first $1000 of the aggregate saving in cost by reason of such substitution and to 50% of any
additional saving in cost in excess of such $1000. Each such approval shan be conveyed to the
, . ContraclDr inwritingar by. issuance of a Certificate of. Equality on. the OWner's .standard form of
. "Certification of Equality'" and If any adjustment to the Contract price' Is made by reason of such
substitution a Change Order shall be issued as well.
GC 5.05
GC 5.05.01
OWner Supplied Material
Ordering of Excess Material
.01 Where Materilill Is supplied by the 0Wner'8ndwhere ,this.MateriaHs;OIderedcby the Contractor in
excess of the amount specified to complete the Wot1<;,:such~excess.Material shall become the
property of the Contractor on completion of the Work and shall be charged to the ContraclDr at cost
plus applicable overheads.
GC 6.05.02
Care of Material
. .01 ,The Contraclair shan, in advance ofreoeipt of shipments of MaterIal supplied by the OWner, provide
. adequate and Iproper storage facilities acceptable to the Contract Administratar, and on the reoeiptof. .'
such Materialllhall prompUy place it In storage except where it Is to be incorporated forthwith into the
Work.
.02 The Contracllll" shall be responsible for acceplance of Material supplied by the OWner, at the
specified deliYety point and for lis safe handling and storage. If such Material Is damaged while
. under. the control of the Contractor It shall be replaced or repaired by the Contractor at no expense to
the Owner, and to the satisfaction of the Contract Administrator; If such Material is rejected by the
Contract Administrator for reasons which are not the fault of the 'Contractor it shall remain In the care
and at the risk of the Contractor until lis disposition has been detennined by the Contract
Administrator.
.03 Where Materiall supplied by the Owner arrives at the delivery point in a damaged condition or where
there are discrepancies between the quantities received 'and,1he .:quantities shown on the bills of
lading, the Cl)nlractor shall immediately,repart such damage or discrepancies to the Contract
Administrator who shan arrange for an':immediate'inspection ,of"the~:shipment and provide the
Contractor with a written release from responsibility for such damage Ol'.'deficiencles. Where damage
or deficiencies are not so reported it will be assumed that the shipment arrived in goad order and any
damage ar delAciencies reported thereafter shall be made goad by the Contractar at no extra cost to
the Owner.
.04 The full amount af Material supplied by the Owner in each shipment shan be accounted for by the
Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material
shan not, exce1pt with the written pennission of the Contract Administrator, be used by the Contractar
for purposes other than the perfonnance of the Work under the Contract.
.05 Empty reels, l:rates, containers and other type of packaging from Material supplied by the Owner
shall become the property of the Contractar when they are no longer required for their original
purpose and shall be disposed of by the Contractor unless otherwise specified in the Contract
Documents.
OPS GeM'" CoI_.. d ConlnIct. s..ptember 1_
Pege21
.06 The Contractor shan provide the Contract Administrator, immediately upon receipt of each shipment.
copies of bills of lading, or such other documentation the Contract Administrator may require to
substantiate and reconcile the quantities of Material received.
.07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract,
the Cantractor shall, at no extra cost to the Owner, immediately upon commencement of operations,
check the Material, report any damage or deficiencies to the Contract Administrator and take charge
of the Material at the stockpile site. Where damage or deficiencies are nat sa recorded by the
Contractor it shall be assumed that the stockpile was in good order when the Contractor took charge
of it and any damage or deficiencies reported thereafter shall be made good by the Contractor at no
extra cost to the OWner.
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"- 22
OPS _ Condliona ot Cc>ronc:l. SepIomber \899
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SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE
GC 6.01
Protection of Work. Persons and Property
.01 The Contractc,r, the Contractor's agenls and all worKers employed by or under the control of the
Contractor, in(~uding Subcontractors, shall protect the WllIk, persons and property from damage or
injury, and shall be responsible for all losses and damage which may arise as the result af the
Contractor's alperations under the Contract unless indicated to the contrary below.
:02 The COntractuI' is responsible for the full cost of any necessary temporary provisions and the
restoration of ,all damage where the Contractor damages the Work or property in the perfonnance of
the Contract. If the Contractor is not responsible for the damage that occurs to the Wark or property
the Contractor shall restore such damage, and such work shall be administered accon:ling to these
General Conditions.
.03 The Contract<:I/" shall immediately infonnthe"contractAdmlnlstrator ofahlamage and injuries which
occur during tile tenn of the Contract.
.04 The Contractolr shall not be responsible for loss and damageihat OCCUIS as a result of,
a) war;
b) bIackacIes ,and civil commotions;
c) errors in thla Contract Documents; or
d) acts or omissions of the Owner. the Contract Administrator. their !lgents andem~. .01' .others
not under the control of the Contractor, but within the Working Area with the Owner's permission.
.05 The Contractllr and his Surety or Sureties shall not be released from any tenn or provision of any
responsibility, obligation or liability under the Contract or waive or impair any of the righls of the
Owner except by a release duly executed by the Owner.
GC 6.02
Indemnification
.01 The Contractl)r shall indemnify and hold hannless the Owner and the Contract Admir.isbator, their
agents, office,rs. and employees from and against all claims, demands, tosses, expenses,. costs,
damages, actions, suits or proceedings by third parties, hereinafter called "claims., directly or
indirectly ariSing or alleged to arise out of the performance of or the failure to perfonn the Work,
provided such claims are,
a) attributablEl to bodily injury, sickness, disease, or death or to damage to or destruction of tangible
property;
b) caused by negligent acts or omissionS of the,Contractor or anyone,for,whose acts the Contractor
may be Iiaillle; and
c) made in writing within a period of 6 years from the date of Subslantial'Performance of the Work as
set out in the Certificate of Substantial Performance of the Work or, where sa specified in the
Contract from the date of certlficatian of Final Acceptance.
.02 The Contract)r shall indemnify and hold hannless the Owner from all and every claim for damages,
royalties or fees for the infringement of any patented invention or copyright occasioned by the
Contractor in connection with the Work perfonned or Material fumished by the Contractor under the
Contract.
.03 The Owner ll)<pressly waives the right to indemnity for claims other than those stated above in
paragraphs GlC 6.02.01 and GC 6.02.02.
.04 The Owner Eihall indemnify and hold hannless the Contractor. his agents, officers and employees
from and allalnst all claims, demands, losses, expenses, costs, damages, actions, suits, or
proceedings arising aut of the Contractar's perfonnance of the Contract which are attributable to a
lack of or detllCt in tiUe or an alleged lack of or defect In tIlIe to the Working Area.
OPS Gelw1II Conclllb.. 01 COnIIaCt.~ 1899
Pege 23
.05 The Contractor expressly waives the right to indemnity for claims other than those stated above in
paragraph GC 6.02.04.
GC 6.03
GC 6.03.01
Contractor's Insurance
General
.01 Wrthout restricting the generality of subsection GC 6.02, Indemnification, the Contractor shall provide,
maintain and pay for the Insurance coverages listed under clauses GC 6.03.02 and GC 6.03.03.
Insurance coverage in clauses GC 6.03.04, GC 6.03.05 and GC 6.03.06 will only apply when sa
specified in the Contract Documents.
GC 6.03.02
General Uablllty Insurance
.~ ;
.01 General liability insurance shall be in the name of the Contractor, with the Owner and the Contract
': 4.!rninistrator named as additional insureds, with limits of nat less than 5 million';doIlars inclusive per
.~urrence for bodily injury, death, and damage to property including loss of,use thereof, with a
'Pl!>perty damage deductible of not more than $5000. The form of this insurance shall be the
I.QSUrance Bureau of Canada Form IBC2100, dated 8-87. .
.02 +Another form af insurance equal to or beller than that required in IBC Fom 2100 may be used,
provided all the requirements listed in the Contract are included. Approval of this insurance will be
conditional upon the Contractor abtaining the services of an Insurer ficensed to underwrite insurance
in the Province of Ontario and obtaining the insurer's certificate of equivalency to the required
insurance.
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.03 The Insurance shall be maintained continuausly from the commencement of the Work until 12 manths
following the date of Substantial Perfomance of the Work, as set aut in the Certificate of Substantial
Performance of the Work, ar until the Final Acceptance Certificate is issued, whichever is later, and
with respect to completed operations coverage for a period of nat less than 24 months from the date
of Final Acceptance of the Work as set out in the Final Acceptance Certificate, and thereafter to be
maintained for a further period of 4 years.
.04, The Contractor shaH submit annually to the OWner, proof of continuation of the completed operations
coverage and if the Contractor fails to do sa, the limitation period for claiming indemnity described in
paragraph GC 6.02.01 0), WIll not be binding an the Owner.
.05 ::;lIauld the Contractor decide nat to employ Subcontractors for operations reqUiring the use of
eig>losives for blasting, or pile driving or caisson work, or removal or weakening of support of property
b~i1ding or land, IBC Fonn2100 as required shall include the appropriate endorsements.
':is.
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.06 The policies shall be endorsed to provide the Owner with nat less than 30 Days' written notice in
advance of cancellation, change or amendment restricting coverage.
.07 .Claims Made. insurance policies will !lot be pemilted.
GC 6.03.03
Automobile Liability Insurance
.01 Automobile liability insurance in respect of licensed vehicles shall have limits of not less than 5 million
dollars inclusive per occurrence for bodily injury, death and damage to property, in the following foffi1s
endarsed to provide the Owner with nat less than 30 Days' written notice in advance of any
cancellation, change or amendment restricting coverage:
a) standard nolHlWlled automobile policy including standard contractual liability endarsemenl. and
b) standard owne(s form automoblle policy providing third party liability and accident benefits
Insurance and covering licensed vehicles owned or operated by the Contractor.
"-24
OPS Genonl Cond_ of ConneI- S.",-1998
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GC 6.o3.G4
Aircraft and Watercraft LIability Insurance
.01 Aircraft and watercraft liability insurance with respect to owned or ~ed aircraft and watercraft if
used directly or indirectly In the performance of the Work, including use of additional premises, shall
be subject to limits of not less than 5 mUlian dollars inclusive per occurrence tor bodily injury, death,
and damage to property including loss of use thereat, and runits of not less than 5 mUlian dollars tor
aircraft passenger hazard. ' Such Insurance shall be in a form acceptable to the Owner. The policies
shall be endorsed to provide the 0wnEir with not less than 30 Days' written notice in advance of
cancellatian, change or amendment restI ic;ting coverage.
GC 6.03.05
GC 6.o3.Q5.01
Property and Soller Insurance
Property Insurance
, .01" All risks property insurance shal1 be in the name of the,Contractor+,~r,and the Contract
Administratarnamed. as .additional insureds,insuring'.not,:Iess:than;,th8':sum','ofthe ,amount of the
Contract price and the. full value, as maY.-beestated.Jn ,tbe..:SupplemeDlaLGeneraLConditions, of
Material that is specified to beprovided:by;the"Owner::forlincolpollltion:]Dtothe"WaIk, with,a
deduclible not exceeding 1 % of the amount insured at the site of the Work. This insurance shall be in
,. a form acceptable to the Owner and.shall be maintained continuously until .10 Days after the date of
FInal Acceptance of the Work, as set out In the rlllal Acceplance Certificate. .
GC 6.03.os.02
Soller Insurance
. ".01 "Boller inSUrance insuring'the interests of the Contractor; theOwner:end the Contract Administrator tor
not less than the replacement value of bailers and pressure vessels. forming partof the Work, shall be
In a tonn acceptable to the OWner. This insurance 'shall be main1alned continuously from
commencement of use or operation of the property Insured until 10 Days after the date of Final
Acceptance af the Walk, as set out In the rmal Acceptance Certificate.
GC 6.03.05.03 .
Use and Occupancy of the WorIc'Priorfo Completion
.01 Should the Owner wish 10 use ar occupy part or all of the Work prior to SUbstantial Performance, the
Owner will give 30 Days' written notice to the.Contractor of the intended purpose and extent of such
use or occupancy. Prior to such use or occupancy the Contractor shall notify the Owner in writing of
the additional premium cost, if any. to maintain property and bailer insurance, which shall be at the
Owner's expense. If because of such use or occupancy the Contractor Is unable to provide
coverage, the Owner upon written notice from the .Contractor'and priorjl):Such, use or occupancy
shall provide. maintain and pay for property and boiler Insurance Insuring the full value of the Work,
including coverage for such use 01' occupancy, and shall, provide the -contractor ,with proof of such
insurance. The Contractor shall refund to the Owner the uneamedpremiums applicable to the
Contractor's policies upon tennination of coverage.
.02 The policies shall provide that, in the event of a loss 01' damage, payment shall be made to the Owner
and the Contractor as their respective interests may appear. The Contractor shall act on behalf of
bath the Owner and the Contractor for the purpose af adjusting the amount of such loss or damage
payment with the insurers. When the extent of the loss 01' damage is detennined the Contractor shall
proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party
under the Contract except that the Contractor shall be entlUed to such reasonable extension of
Contract Time relaliveto the extent of the loss or damage as the Contract Administrator may decide
in consultation with the Contractor.
OPS Gene'" COllclltlOl.. at ConIr8cl. s..,Ao..,b", 1'"
"- 25
GC 6.03.05.04
Payment for Loss or Damage
.01 The Contractor shall be entitled to receive from the OWner, in addition 10 the amount due under the
Contract, the amount at which the Owner's interest in restoration of the Work has been appraised,
such amount 10 be paid as the restoration of the Work proceeds and in accordance with the
requirements of Seelion GC 8.0, Measurement and Payment In addition the Contractor shall be
entiUed 10 receive from the payments made by the insurers the amount of the Contractor's interest in
the resloration of the Work.
.02 The Contractor shall be responsible for deductible amounts under the policies except where such
amounts may be excluded from the Contractor's responsibility by the terms of this Contract.
.03 In the event of a loss or damage 10 the Walk arising from the action or omission of the Owner or
others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the
Work proceeds and in accordance with the requirements of Sectian GC 8.0, Measurement and
Payment
GC 6.03.06
Contractor's Equipment Insurance
.01 All risks Contractor's equipment insurance covering construction machinery and eqUipment used by
the Cotlba..tu. for the perfonnance of the Work, including boiler insurance on temporary boilers and
pressure vessels, shall be in a form acceptable 10 the OWner and shall not allow subrogation claims
by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less
than 30 Days' written notice in advance of cancellatian, change or amendment restricting coverage
Subject to satisfactory proof of financial capability by the Contractor for self-insurance of the
Contractor's EqUipment, the Owner agrees to waive the equipment insurance requirement, and for
the purpose of this Contract, the Contractor shall be deemed to be insured. This policy shall be
amended 10 provide permission for the Contractor 10 grant.prior releases with respect 10 damage to
the Contractor's Equipment
GC 6.03.07
Insurance Requirements and Duration
.01 Unless specified otherwise the duration of each insurance policy shall be from the date of
commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out
in the Final Acceptance Certificate.
.02 The Contractor shall provide the OWner, on a form acceptable 10 the Owner, proof of Insurance prior
10 commencement of the Work, and signed by an officer of the Contractor and either the underwriter
or the broker.
.03 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each
insurance policy exclusive of information pertaining 10 premium or premium bases used by the insurer
to determine the cost of the insurance. The certified true copy shall include a signature by an officer
of the Contractor and in addition, a signature by an officer of the insurer or the underwriter or the
broker.
.04 Where a policy is renewed the Contractor shall provide the Owner, on a form acceptable 10 the
Owner, renewed proof of insurance immediately following completion of renewal.
.05 Unless specified otherwise the Contractor shall be responsible for the payment of deductible amounts
under the policies.
.06 If the Contractor falls to provide or maintain insurance as required In subsection GC 6.03,
Conlraclor's Insurance, or elsewhere in the Contract Documents, then the Owner will have the right to
provide and maintain such Insurance and give evidence thereof 10 the Contractor. The Owner's cost
thereat shall be payable by the Contractor 10 the Owner on demand.
PIll" 28
OPSOenemCond_uf~.~ 1m
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.07 If the Contractor falls to pay the cost of the insurance placed by the Owner within 30 Days of the date
an which the OWner made a fonnal demand for reimbursement of such costs the OWner may deduct
the costs thereof from monies which are due or may become due to the Contractor.
GC 6.04
Bonding
.01 The Contractor shall provide the OWner with the surety bonds in the amount required by the tender
documents.
:02. Such 'bands shall be issued by'a duly licensed surety company authorized to transact a business of
suretyship in the Province of Ontario and shall be maintained in good standing until the fulfilment of
the Contract.
OPS GenerIlCond_oI~.~,_l-
P8ge27
SECTION GC 7.0. CONTRACTOR'S RESPONSIBILmES 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 conditians which may affect the performance of
the Wark are known.
.--';h:
.02 The Contractor shall not commence the Work nor deliver anything to the Walking Area until the
. . Contractor has received a written order to commence the Work, signed by the Contract Administrator.
.03 The Contractor shall have complete control of the Work and shall effectively direcJ and supervise the
Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible
far construction means, methods, techniques, sequences and procedures and far COOrdinating the
various parts of the Walk.
,~~..~
.04 The Contractor shall have the sole responsibtlity far the design, erection, operation, maintenance and
..,!!!,"oval of temporary sJructures and other temporary facilities and the design and execution of
',~n methods required In their use.
.05"Notwithstandlng paragraph GC 7.01.04, where the Contract Documents include designs far
temporary structures and other temporary facilities Of specify a method of construction In whale or
part, such facilities and methods shall be considered to be part of the design of the Work, and the
Contractor shall not be held responSIble for that part of the design Of the specified method of
construction. The Contractor shall, however, be responsible for the execution of such design or
specified method of construction in the same manner that the Contractor is responsible for the
execution of the Work.
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.06 The Cantractor shall execute the terms of the Contract in sJrict compliance with the requirements of
the Occupational Health and Safety Act, R.S.O. 1990, c.O.1 (the "Act") and Ontario Regulation
213/91 (which regulates ConsJruction Projects) and any other regulations under the Act (the
"Regulations") which may affect the performance of the Work, as the "constructal" or "employer", as
defined by the Act, as the case may be. The Contractor shall ensure that
a) worker safety is given fitst priarity in planning, pricing and performing the Work;
b) its officers and supervisory emplayees have a working knowtedge of the duties of a "consJructar"
and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work,
and a personal commibnent to comply with them;
c), a copy of the most current version of the Act and the Regulations are available at the Contractor's
. office within the Working Area, or, In the absence of an office, in the possession of the supervisor
. ":.responsible far the perfannance of the Work; .
d):WOrkers employed to carry out the Work possess the knowtedge, skills and protective devices
. required by law or recommended far use by a recognized industry association to allow them to
work in safety;
e) its supervisory employees carry out their duties in a diligent and responsible manner with due
consideration for the health and safety of the workers; and
f) all Subcontractors and their employees are properly protected from injury while they are a1the
work place.
,07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy
and program at the pre-start meeting, and shall respond promptly to requests from the Owner far
confirmation that its methods and procedures far carrying out the Work comply with the Act and
Regulations. The Contractor shall cooperate with representatives of the Owner and Inspectors
appointed to enforce the Act and the Regulations in any investigations of worker health and safety in
the performance of the Work. The ContractOf shall indemnify and save the Owner harmless from any
additional expensa which the Owner may incur to have the Wark perfarmed as a result of the
Contractor's failure to comply with the requirements of the Act and the Regulations.
P_28
OPS Ge..... ~ of Cannel. Seplel....., 1899
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.08 Prior to commencement of the WOlk the Contractor shall provide to the Contract Administrator a list of
those products controUed under the Workplace Hazardous Materials Infonnation System or WHMIS,
which the Contractor expects to use on the Contract. Related Materials Safety Data Sheets shall
accompany the submission. All containetS usad in the application of products controlled under
WHMIS shall be labelled. The COntraclllr shall notify the Contractor Administrator of changes in
writing and provide relevant Material Safety Data Sheets.
.09 The COntractor shall have an authorized representative on the site while any work is being perfanned,
to aeHor or on the Contractor's behalf. Prior to commencement of construction. the COntractor shall
. notify the Contract Administrator of the names/addresses.. positions and telephone numbers of, the
Contractor's representatives who can be contacted at any time to deal with matters relating to the
Contract.
- .10 The Contracto(shaIl,.-atno-8ddillonal cost'totheOWner,fumish allreasanable aid,' facilities and
assistance required by the COntract Administratodor 1he:-proper' inspectioMmd examination of the
WOlk or thetaldng of measurements for.the,pwpose:of.payment ' - ~,
.11 The COntractor shall prepare, and update as required; aconslructioltschedu1Ei1ndlcating the timing of
the major and critical activities of the Work. -The schedule shall be designed to ensure conformity
with the specified COntract TllTle. The schedule shall be submitted to the Contract Administrator
within 14 Days from the date of the Contract award. .
.12 Where the Contractor finds any error. inconsisteney or omission relating to the Contract. the
"ContractorshaII promptly.report it to the ,Contract Administrator and shall not proceed with the activity
affected until receivingllirecllon from the Contract AdmInistrator.
.13 The COntractor shall ammge with the appropriate utility authorities for the slake out of all
underground utilities and service conneclions which may be affected by the Work. The Contractor
shall be responsible for any damage done to the underground utilities by the Contractor's forces
during construcIion if the stake out locations are within the toklrances given in' paragraph GC
2.01.01a).
GC 7.02
Layout
.01 Prior to commencement of construction; the Contract Administrator and the Contractor win locate on
site those property bars, baselines and benchmarks which are necessary to delineate the WOlking
Area and to layout the Work, all as shown on the Contract Drawings.
.02 The Contraclllr shall be responsible for the preservation of all property. bani" while the WOlk is in
progress, except those property bars which must be removed, to Jacililate. the Work. Any other
property bars distlilbed, damaged or removed by the COntractor's aperations shall be replaced by an
Ontaria Land Surveyor, at the Contractor's expense.
.03 At no extra cost to the Owner, the COntractar shall provide the COntract Administrator with such
materials and devices as may be necessary to layout the baseline and benchmarks, and as may be
necessary for the inspection of the Work.
.04 The Contractor shall provide qualified personnel to lay out and estabfish all lines and grades
necessary far constructian. The Contraclllr shall notify the Contract Administrator of any layout work
callied out, so that the same may be checked by the COntract Administrator.
.05 The COntractor shall install and maintain substantial alignment markers and secondary benchmarks
as may be required for the proper execution of the Work. The Contractor shall supply one copy of all
alignment and grade sheets to the Contract Administrator.
OPS o.n-t ~ afCantrael- ~ 1M
P_29
.06 The Contractor shan assume full responsibility for alignment, elevations and dimensions of each and
all parts of the Work, regardless of whether the ContraclOl's layout work has been checked by the
Contract Administrator.
.07 All slakes, marks and reference paints provided by the Contract Administrator shall be carefully
preserved by the Contractor. In the case of their destruction or removal as a result of the Contractor's
aperations, such slakes, marks and reference paints will be replaced by the Contract Administrator at
the Contractor's expense.
"::..........
GCi.03
Damage by Vehicles or Other Equipment
, .
.01 If at any lime, in the opinion of the Contract Administrator, damage is being done ar is likely to be,
.. done to any Roadway or any Improvement thereon, outside the Working Area, by the Contractor's
. vehicles or other equipment, whether licensed or unlicensed equipment, the Contractor shall, on the
d/(eclion of the Contract Administrator, and at no extra cost to the Owner, make changes or
~bslitutions for such vehicles or equipment, and shan alter loadings, or in Some other manner,
"~ove the cause of such damage to the satisfaction of the Contract Administrator.
.~,
GC 7.D4
Excess Loading of Motor Vehicles
.01 "'Where a vehicle is hauling Material for use on the Work, In whole or in part upon a Highway, and
where motor vehicle registration is required for such vehicle, the Contractor shall not cause or pennit
such vehicle to be loaded beyond the Iegallimlt specified In the Highway Traffic Act, R.S.O. 1990,
c.H.e. as amended, whether such vehicle is registered in the name of the Contractor or othetwise,
"except where there are designated areas within the Worldng Area where overloading is pennitted.
The Contractor shan bear the onus of weighing disputed loads.
GC 7.05
Condition of the Working Area
.01 The Contractor shan maintain the Warking Area in a tidy condition and free from the accumulation of
debris, other than that caused by the Owner or others.
GC 7.06
Maintaining Roadways and Detours
.01 Where an existing Roadway is affected by construction, lt shall be kept open to traffic, and the
Contractor shan, except as otherwise provided in this subsection, be responsible for providing and
mainlaining for the duration of the Work, a road through the Warklng Area, whether along an existing
Highway, including the road under construction, or on detours within or adjacent to the Highway, in
accordance with the MUTCD.
.02 ~~Contractor shan not be required to maintain a road through the Working Area until such time as
the Contractor has commenced operations or during seasonal shut down or on any part of the
Contract that has been accepted in accordance with these General Conditions. The Cantractor shall
not be required to apply deicing chemicals or abrasives or carry aut snawplowing.
.03 Where localized and separated sections of the Highway only are affected by the Contractor's
operations, the Contractor win not be required to mainlain intervening sections of the Highway until
such times as these sections are located within the Omits of the Highway affected by the Contractor's
general operations under the Contract.
.04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific
locations, payment for the construction of the detours, and If required, for the subsequent removal of
the detours, will be made at the Contract prices appropriate to such work.
"- 30
OPS 0enenI1 CondIIono of ConneI. 8ejllomber 1899
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.05 The Contractor shall maintain, in a satisfactory condition for traflic, a road through the WorIcing Area,
at the Owner's expense. The road through the Working Area will include any detour constructed in
accordance with the Contract Documents or required by the Contract AdminlstratDr. Compensation
for all labour, equipment and materials to do this work shall be at the Contract prices appropriate to
the work and; where there are no such prices, at negotiated prices. Notwithstanding the foregoing,
the cost of blading required to maintain the surface of such roads and detours shall be deemed to be
included in the prices bid for the various tender items and no additional payment will be made.
.,06' 'Where work underthe.Con\ract is discontinued for any extended period Including seasonal shutdown,
'the COntractor shall, When directed by the Contract Administralor, open and place the Roadway and
detours in a passable, safe and satisfactory condition for public traveL
.07 Where the Contractor constructs a detour Which is not specifically provided for. in the Contract
Documents; or required by the ColitractAdministrator, the construclion of the detour and, if required,
the subsequent removal shall beperfoiT'ned' atthe'iContractor'Sexpense;-. .The detour shall be
constructed and maintailied tostruCtul'lil'<at"d-lteometriC's\al:ldardSmsJlP~ by .the Contract
Administrator. Removal and site restaratiOri,shliilLbe,pIllfw....d.':as.,dftCted by the Contract
Administrator.
.08 ,Where, with the prior written approVal of the Contract Administrator. the. Highway is closed and the
'traffic diverted entirely off the Highway to any other Highway, the Contractor shall, at no extra cost to
. the Owner; supply, 'erect and maintain'traffic control devices in acoanlanoe with the MUTCD.
.09 . Compliance with the foregoing provisions shall in no way relieVe the Contractor of obligations under
subsedionGC-6;01;'Protectian 'of'Work,Persons' and"Property, cleating' with the Contractor's
responsibility for damage claims, except for claims arising on sections of Highway within the WorIcing
Area that are being maintained by others.
GC 7.07
Access to Properties Adjoining the Work and Interruption of UtIlity
Services
.01 The Contractor shall provide at all times, and at no extra cost to the Owner,
a) adequate pedestrian and vehicular access; and
b) continuity of Utility services
to properties adjoining the WorIcing Area.
.02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants,
and water and gas valves located in the Working Arffa.
.03 Where any interruptions in the supply of, UtIlity services- are 'required.and.are authorized by the
Contract Administrator, the Contractor shall give the affected property owners notice in accordance
with subsection GC 7.11, Notices by the Contractor, and shall arrange such interruptions so as to
create a minimum of interference to those affected.
GC 7.08
Approvals and Permits
.01 Except as specified in subsection GC 4.02, Approval and Pennits, the Contractor shall obtain and pay
for any permits, licenses" and certificates Which at the date of tender closing, are required for the
performance of the Work.
.02 The Contractor shall arrange for all necessary inspections required by the approvals and permits
specified in paragraph GC 7.08.01.
OPS GenII... Condlllonll of ConInod. .......,..... 1_
P_31
GC7.09
Suspension of Work
.01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any or
all of the Work and work shall not be resumed until the Contract Administrator so directs in writing.
Delays, in.~ circumstances, will be administered according to subsection GC 3.08, Delays.
GC 7.10
Contractor's Right to Stop the Work or Tennlnate the Contract
,,;;.
.01 "If the Owner is adjudged bankrupt or makes a general assignment for the benefit of creditors because
"af insolvency or if a receiver is appointed because of insolvency, the Contractor may, without
prejudice to any other right or remedy the Contractor may have, by giving the Owner or receiver or
trustee in bankruptcy written notice, tem1inate the Contract.
-..,.'.'
" ~.
,
.02 If the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a court
or other public autharity and provided that such order was not issued as the result of an act or fault of
. ~.~Contractor or of anyone directly employed or engaged by the Contractor"the Contractor may,
,~ut prejudice to any other right or remedy the Contractor may have, by giving the Owner written
~. tenninate the Contract.
.03 The Contractor may notify the Owner In writing, with a copy to the Contract Administrator, that the
Owner Is in default of contractual obligations if,
a) the Contract Administrator falls to issue certificates In accordance with the provisions of Section
GC 8.0, Measurement and Payment;
b) the Owner fails to pay the Contractor, within 30 Days of the due dates identified in clause GC
~.. 8.02,03, Certification and Payment, the amounts certified by the Contract Administrator or within
30 Days of an award by an arbitrator ar court; or
c) the Owner violates the requirements of the Contract.
.04 The Contractor's written notice to the Owner shall advise that if the default Is not corrected in the 7
Days immediately following the receipt of the written notice the Contractor may, without prejudice to
any other right or remedy the Contractor may have, stop the Work or tenninate the Contract.
.05 If the Contractor tem1inates the Contract under the conditions set out in this subsection, the
Contractor shall be entitled to be paid for all work perfOnned according to the Contract Documents
and for any lasses or damage as the Contractor may sustain as a result of the tem1inatian of the
Contract.
.:r-
GC 7,11
Notices by the Contractor
,......
.01 Before work is carried out which may affect the property or operations of any MinistJy or agency of
government or any person, company, partnership or corporation, including a municipal corporation or
any board or commission thereof, and in additian to such notices of the commencement of specified
operations as are prescribed elsewhere in the Contract Documents, the Contractor shall give at least
48 hours advance written notice of the date of commencement of such work to the person, company,
partnership, corporation, board, or commission so affected.
.02 In the case of damage to, or interference with any utilities, pole lines, pipe lines, conduits, fam1 tiles,
or other public or privately owned works or property, the Contractor shall immediately notify the
Owner and the Contract Administrator of the location and details of such damage or interference.
Page 32
OPS Oenem eo._. dCo_ - SepIember 11199
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GC7.12
Obstructions
.01 Except as otherwise noted in these General Conditions, the Contractor assumes all the risks and
responsibilities arising out of any obstruction encountered in the performance of the Work and any
traffic conditions, including traffic conditions on any Highway or road . giving access to the Working
Area caused by such obstructions, and the Corrtrador shall not make any claim against the Owner for
any lass, damage or expense occasioned thereby.
.02 Where theobstructianis 'a: Utility or other man-made object, the Contractor shall not be. required to,
assume the risks 'and responsibilities arising out of such abstructian. unless the location of the .
obstruction is shown on the plans or described in the specifications and the location so shown is
within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the
. obstruction has olhet'Wise been made known to the Contractor or could have been detennined by the
visual site investigation made by the ,Contractor in acoon:Iance with these General Conditions.
.03 During the course of the Contract, it ls.thetContraCtor's'responslbllltytto;mnsuIt<wllh utility companies
.. Cor other.approprlateautharitiesforfurther.lnformatian;inoreglllXi\toithe,exadi\Qciltionof these Utilities, .
to exercise the necessary care In construc!ion'Operations;"'andio1ake-such-ollier.precautians as ere
necessary to safeguard the utility from damage.
GC7.13
Limitations of Operations
.01 Except for such work as maybe required by the Contrad Adminis1ratorto maintain the Work ina safe
and satisfactory condition, the Contractor shall not cany on operations under the Contradon
Sundays without pennission In writing from the Contract Administrator.
.02 The Contractor shall cooperate with other Contractors, Utility companies and the OWner and they
shall be allowed access to their work or plant at all reasonable times.
GC7.14
Cleaning Up Before Acceptance
. .01 Upon attaining Substantial Performance of the Work, the Contractor shaU remove surplus,materials,
,. tools, construction machinery and equipment not required for the performance of the remaining Work.
The Contractor shall also remove all temporary works and debris other than that caused by the
OWner, ar others and leave the Work and Working Area clean and suitable for occupancy by the
OWner unless atherwise specified.
.02 The Wark shall not be deemed to have reached Completion~ntiI:theContractor has removed surplus
materials, tools, construction machineryanddequipmenl The Contractor shall also have removed
debris, other than that caused by the Owner, or others. '
GC 7.15
Warranty
.01 The Contrador shall be responsible for the proper performance of the Work only to the extent that the
design and specifications permit such performance.
.02 Subject to the previous 'paragraph the Contractor shall correct prompUy, at na 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 af the Work,
as set out in the Certificate of Substantial Performance of the Work,
b) where the work is completed after the date of Substantial Performance, 12 months after
Completion of the Work,
c) where there ls no Certificate of Substantial Performance, 12 months from the date of Completion
of the Work as set out In the Completion Certificate, or
OPS 0.-.1 CondIIIons 01 Connc:l. "',iIler 1.
"- 33
. ..' ..
d) such longer periods as may be specified for certain Materials or some of the War!<.
The Contract Administrator will promptly give the Contractor written notice of observed defects or
deficiencies.
.03 The Contractor shall correct or pay for damage resulting from corrections made under the
requirements of paragraph GC 7.15.02.
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'"- 34
OPS _I ~ ofConlJKt. hplol,1Iler 1_
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SECTION GC 8.0 - MEASUREMENT AND PAYMENT
GC 8.01
GC 8.01.01
Measurement
Quantities
.01 The Contract Administrator will make an estimate once a month. in writing,. at the quantity af Work
performed. The first estimate Will be the quantity of Work perfonned since the Contractor
. commenced the Contractiand every,subsequentestimate; excepUhe final one, will be of the.quantity
of Work performed since the preceding estimate was made. The Contract Administrator Will provide
the copy of each estimate to the Contractor within 10 Days of the Cut-Off Date.
. '.02 ' Such quantities far progress payments shall be construed and held to approximate. . The final
" quantities far the issuance at.the Completian Certificate $hall be based on the measurement of Work
. completed.
.03 . MeasUrement of the quantities of theWork"performed.:wIl1bezeithec;-by~Measurement or by
Plan 'Quantily principles as indicated in 1I1e~ CorItniCl'~ Adjustments\to'7f'larr:Quantity measurements
'will nonnallybe 1'nadeuslng Plan Quantity 'principles but may; .where'apprai:Jriate,be made using
Actual Measurements. Thase'itell1S' identlfied on 'the Tender by the notation (P) intheunlt column
"'shall be pa1daccording'to the Plan Quantity. Items where thenotatkm (P) does not occur shall be .
, , paid according to Actual Measurement
GC 8.01.02
Variations In Tender Quantities
.01 Where It' appears that the quantity of Work to be done 'and/or. Material' to be supplied by the
Contractor under a unit price lender item Will exceed or be less than the tender quantity, the
Contractor shall proceed to do the Work and/or supply the Material required to complete the tender
item and payment will be made for the actual amount of Work done and/or Material supplied .at the
unit prices stated in the Tender except as provided below:
. a) -In the case of a Major Item where the quantity of Work performed and/or Material supplied by the
Contractor exceeds the tender quantity by mare than 15%. either party to the Contract may make
a. written. request to the other party to 'negotiate a revised unit price far that portion of the Work
performed andlor'Material supplied which exceeds 115% of the tender quantity; The negotiation
shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based
on the reasonable cost of doing the War\< and/or supplying the Material under the tender item plus
a reasonable allowance far profit and applicable overhead.
b) In the case of a Major Item where the'quantity'ofWorkperfarmedandlar'Material supplied by the
Contractor is less than 85% of the tender'quantity, the Contractor may make a written iequest to
negotiate far the portion of the actuaHM!theads'and,fixed;costs.applicable to the amount of the
underrun in excess of 15% of the lender quantity. For purposes of the'''negotiatian, the overheads
and fixed costs applicable to the item are deemed to have been prorated unifonnly over 100% of
the tender quantity for the Item. Ovethead costs shall be confinned by a statement certified by the
Contractor's senior financial officer or auditor and may be audited by the Owner. Altematively,
where both parties agree, an allowance equal to 10% of the' unit price on the amount of the
underrun in excess of 15% of the tender quantity Will be paid.
Written requests far compensation must be received no later than 60 Days after the issuance of the
Completion Certificate.
GC 8.02
GC 8.02.01
Payment
Price for Work
.01 Prices far the Work shall be full compensation far all labour, Equipment and Material required in its
perfonnance. The tem1 "all labour, Equipment and Material" shall include Hand Tools, supplies and
other incidentals.
OPS 0enet8I Condlllons of ContnIct - &..jllel,_ 1_
P8ge35
.02 Payment for work not specifically detailed as part of any one item and without specified details of
payment will be deemed to be included in the items with which it is associated.
GC 8.02.02
Advance Payments for Material
'.
.01 The Owner will make advance payments for Material intended for incorporation in the Work upon the
written request of the Contractor and according to the following terms and conditions:
a) The Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate
and proper storage facililies and notify the Contract Administrator of their Iocalions,
b) The value of aggregates, processed and stockpiled, shall be assessed by the following Procedure:
i. Sources Other Than Commercial
(1) Granular 'A', 'B' and 'M' shall be assessed at the rate of 60% of the Contract price.
(2) Coarse and fine aggregates for hat mix asphaltic concrete, surface treatment and PorUand
cement concrete shall be assessed at the rate of 25% of the Contract price for each
, aggregate stockpiled.
op.ii. ", Commercial Saurces
-~--
...~ . Payment for separated coarse and fine aggregates will be considered at. tjle above rate when
.".fr. such materials are stockpiled at 8 commercial source where further proce$sing is to be carried
out before incorporating such materials Into a final product. AdvanCe payments for ather
mateIiafs located at a commercial source will not be made.
. c) Payment for all other materials, unless otherwise specified elsewhere in the Contract, shall be
based on the invoice price, and the Contractor shall submit proof of cost to the Contract
Administrator before payment can be made by the Owner.
d) The payment for all Materials shall be prorated against the appropriate tender item by paying for
sufficient units of the item to cover the value of the material. Such payment shaD not exceed 80%
of the Contract price for the item.
e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the
designated storage Iocalion immediately upon receipt of the material and shall thenceforth be held
by the Contractor in trust for the OWner as collateral security for any monies ac:Ivanced by the
, OWner and for the due complelion of the Work. The Contractor shall not exercise any act af
ownership inconsistent with such security, or remove any Material from the storage locations,
except for inclusion in the Work, without the consent, in writing, of the Contract Administrator.
f) Such materials shall remain at the risk of the Contractor who shalt be responsible for any lass,
damage, theft, improper use or destruction of the material however caused.
.,.
.02 'Where the OWner makes advance payments subject to the conditions listed in paragraph GC
8.02.02.01, such payment shall nat constitute acceptance of the Material by the OWner. Acceptance
~II only be determined when the material meets the requirements of the appropriate specification.
GC 8.02.03
Certifjcation and Payment
Progress Payment Certifjcate
r
GC 8.02.03.01
.01 The value of the Work performed and Material supplied will be calculated once a month by the
Contract Administrator in accordance with the Contract Documents and, clause GC 8.01.01,
Quantities.
.02 The progress Payment Certificate will show,
a) the quantities af Work performed;
b) the value of Work performed;
c) any advanced payment for Materials;
d) the amount of statutory holdback, liens, Owner's set-off;
e) the amount of GST as applicable; and
f) the amount due the Contractor.
Page 36
OPS 0.-.1 Condltiono of Contract - 8eplomber 18119
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.03 One copy of the progress Payment Certificate will be sent to the Contractor.
.04 Payment will be made within 30 Days of the Cut-off Date.
GC 8.02.03.02
CertIfication of Subcontract Completion
.01 Before the Work has reached the stage of Substantial Performance, the Contractor may notify the
Contract Administrator, in writing that a subcontract is completed satisfactorily and ask that the
.Contract Administrator. certify,the. compIetian of such subcontract.
.02 The Contract Administrator will issue a Certificate of SutMl..bact Completion if the subcontract has
been completed satisfactorily, and all requiredinspeclion and testing of the works covered by the ,
subcontract have been carried out and the results are satisfactorY. .
.03 The 'Contract Administrator will set out in the.certlfiCateotSUbcontalct~n the date on which
,the subcontract was completed and within"7' DayS" of;thedatecthe 'subcontract.is certified-complete,
the Contract Administrator will give a (Xlpy"of'thel:ertificate"1aihecContractar:-and;to the Subcontractor
concerned.
GC 8.02.03.03
. Subcontract Statutory Holdback Release Certificate and Payment
.01 Following receipt of the Certlfute of Subcontract Completion, the Owner will reiease and pay the
Contractor the statutory holdback retained In respect of the subcontracL.5uch reteaseshall, be. made .
46 Days after the.date the sub..uo,bGCt.was certlfiedcompleteandproviding;the, Contractor,. submits
the following to the Contract Administrator.
a) a documentsatisfaclary to the Contract Administrator that will release the Owner from an further
claims relating to the subcontract, qualified by stated exceptions such as holdback monies;
b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all
IiabUilies incurred in carrying out the subcontract;
c) a satisfactory clearance certificate or letter from the workplace Safety and Insurance Board
relating to the sul:A.uub ad; and .
d) a copy of'the.contract between the Contractor and the Subcontractor and a satisfactory .statement
showing the total amount due the SubcontlaCtar from the Contractor.
.02 Paragraph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and then only when the Contract
Administrator specifically requests it
.03 Upon receipt of the statutory holdback, the Contractor 'shalliorthwithgive,the Subcontractor the
payment due under the sub..uo,b....L
.04 Release of statutory holdback by the Owner in respect of a subcontract shall not relieve the
Contractor, or the Contractor's Surety, of any of their responsibilities.
GC 8.02.03.04
Ce~~onofSu~ntiaIPenonnance
.01 Upon application by the Contractor and where the Contract has been substantially perfonned the
Contract Administrator will issue a Certificate of Substantial Performance.
.02 The Contract Administrator will set out in the Certificate of Substantial Performance the date on which
the Contract was substantially perfanned and within 7 Days after signing the said certificate the
Contract Administrator will provide a copy to the Contractor.
.03 Upon receipt of a copy of the Cel1lficate of Substantial Performance, the Contractor shall forthwith, as
required by Section 32(1) Paragraph 5 of the Constroction LIen Act. R.S.C. 1990, c.C.30, as
amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall
Include placement In the Daily Commercial News.
OPS 0eMlIll Condltlons 01 Conlrael. 8'~1II._ 1189
page 37
.04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as required
above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the
Owner may publish a copy of the certificate at the Contractor's expense.
.05 Except as otherwise provided for in Section 31 of the Construction Lien Act, the 45-day lien period
prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance
Payment and Statutory Haldback Release Payment Certificates, shall commence from the date of
publication of the Certificate of Substantial Performance as provided for above.
.~ .
GC'8.02.03.05
..,
Substantial Perfonnance Payment and Substantial Perfonnance Statutory
Holdback Release Payment Certificates
.01 When the Contract Administrator issues the Certificate of Substantial Performance the Contract
"Administrator will also issue the Substantial Performance Payment Certificate and the Substantial
,~rfonnance Statutory Holdback Release Payment Certificate or where appropriate, a combined
.-mayment certificate. .
.:;~.._-....,
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.02':'iE/;lil Substantial Perfonnance Payment Certificate will show,
'il1"thevalue of Work Performed to the date of Substantial Performance;
. b) the value of outstanding or incomplete Work;
. c) the amount of the statutory holdback, allowing for any previous releases of statutory haldback to
the Contractor in respect of completed subcontracls and deliveries of pre-selected equipment;
d) the amount of maintenance security required; and
e) the amount due the Contractor.
.03 Payment of the amount certified will be made within 30 Days of the date of issuance of the payment
certificate.
.;.
.04 The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment
certificate releasing to the Contractor the statutory holdback due in respect of Work perfonned up to
the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after
the date of publication of the Certificate of Substantial Performance but subject to the provisions of
the Construction Lien Act and the submission by the Contractor of the following documents:
a) a release by the Contractor in a form satisfactory to the Contract Administrator releasing the
Owner from all further claims relating to the Contract, qualified by stated exceptions such as
outstanding wark or matters arising out of subsection GC 3.14, Claims, Negotiations, Mediation;
b) a statutory declaratian in a form satisfactory to the Contract Administrator that all liabilities incurred
~ by, the Contractor and the Contractor's Subcontractors in carrying out the Contract have been
'u dIsCharged except for statutory holdbacks properly retained; .
c) a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board; and
'cl}.~proof of publication of the Certificate of Substantial Performance.
..,y,
GC 8.02.03.06
Certification of Completion
.01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract
Administratar will issue a Completion Certificate.
.02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was
completed and within 7 Days of signing the said certificate the Contract Administrator will provide a
copy to the Contractor.
Pege38
OPS Gene... Cond_ 01 ContrId. SeplO...obeo IIll19
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Completion Payment and Completion Statutory Holdback Release
Payment Certificates
.01 When the Contract Administrator Issues the Completion Certificale, the Contract Administrator will
also Issue the Completion Payment Certificate and the Completion Statutory Holdback Release
Payment Certificate or where appropriate, a combined payment certificate.
GC 8.02.03.07
.02 The Completion Payment Certificate will show,
a) measurement and value of Work at Completion; .
b) the amount of the further'statuloIy holdback based on the value of further work .completed over
and above the value af work completed shown in the Substantial Performance Payment Certificate
referred to above; and
c) the amount due the Contractor.
.03 The Completion Statutory Holdback ReleasecPaymenLCerlifil:ate,.wilkJ*;-:.e, payment,ceitificate
. releasing to the Contractor'the' furtherstalUlorY 'hOtdbaclC. 'Payment'of.s!lCh;(Slatutary hokIbackshall .
be due 46 Days after the date of Completiarl<ofthe-Work;as.estaIIIi$Ile4~pletion.Certificate
. but subject to the provisions of the ConstrUCtion UenAct:and1tle....bmlsslon1!Ythe Contral:lor of the
following documents:
a) a release by. the Contractor in a fonn satisfaclory to the Contract Administralorreleasing the
0Nner from aU further claims relating to the Contract, qualified by stated exceptions where
appropriate; ,
b) a statutory declaration in afonn satisfactory to the,Contract Administrator that all.liabilities incurred
'by the Contractor and the Contractor's SUbconlraCtorS In canyIng out the Contract have been
discharged, quarlfied by stated exoeptians where apl'ropt iate; and
c) . a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Board.
GC 8.02.03.08
Interest
.01 Interest due the Contractor is based on simple interest and is calculated using the applicable Rate of
Interest.
GC 8.02.03.09
Interest for Late Payment
.01 Provided the Contractor has complied with the requirements of the Contract including all
documentation requirements, when payment by the OWner to the Contractor for Work performed, or
for release of statutory holdback, is delayed by the OWner, then the Contractor shall be entitled to
receive interest on the outstanding payment at the Rateof'lnterest,ifpaymeni:is not received on the
dates set out below: .
a) Progress Payment Certificates: 30 Days after the Cut-off Date;
b) Certificate of Subcontract Completion: . 30 Days alter the date certified as the date on which the
subcontract was completed;
c) Subcontract Statutory Holdback Release Payment Certificate: 76 Days alter the date an which the
subcontract was completed;
d)' Substantial Performance Payment Certificate: 30 Days after the'date of Issuance of the certificate.
e) Substantial Performance Statutory HakIback Release Payment Certificate: 76 Days alter
publication of the Payment Certificate of Substantial Performance;
f) Completion Payment Certificate: 30 Days after the date certified as the date on which the
Contract reached Completion;
g) Completlon Statutory Holdback Release Payment Certificate: 76 Days after the date certified as
the date which the Work was completed,
.02 If the Contractor has not complied with the requirements of the Contract, including all documentation
requirements, prior to explration of the time periods described in paragraph GC 8.02.03.09.01,
interest will only begin to accrue when the Contractor has completed those requirements.
CPS GenenlI Condllo.. dI ConlraeI- ~,-
poge 39
GC 8.02.03.10
Interest for Negotiations and Claims
.01 Except as hereinafter provided, where a notice of negotiation, notice of intent Jo claim and the
subsequent claims are submitted in accordance with the time limits and/or procedure described by
subsection GC 3.14, Claims, Negoliatians, Mediation, the Owner will pay the Contractor the Rate of
Interest on the amount of the negotiated price for that part of the Work or on the amount of the settled
claim. Such interest will not commence until 30 Days after the salisfacJory completion of that part of
the War!<.
..;~.-.c::._
.02 "Where the Contractor does not attempt Jo resolve the negotiatian or the claim in an expeditious
manner, interest shall be negotiable.
.03.. Where the ContracJor fails Jo give notice of a claim within the time limit prescribed by subsection GC
"3.14, Claims, Negotiatians, Mediation, interest shall not be paid.
.04 ,-~re ,a ContracJor fails Jo comply with the 3().day time limit and the procedures prescribed in
; ~gJj!ph GC 3.14.03.03 far submission of claims, interest shall not be paid for llie delay period.
--~. . ~
..,...........--. .....
GC 8.i12:03;11
0Wner's Set-off
:-. .
.01 ,Pursuant Jo Section 12 of the Canstruction Uen Act, the Owner may retain from manies owing Jo the
ContracJor under this Contract an amount sufficient Jo caver any outstanding or disputed liabilities
including the cost Jo remedy deficiencies, the reductian in value of substandard portions of the Work,
claims for damages by third parties which have not been detennined in writing by the Contractor's
Insurer, undetennined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due
the Workplace Safety and Insurance Board and any manies Jo be paid Jo the workers In accordance
with clause GC 8.02.06, Payment of Workers.
.02 Under these circumstances the Owner will give the ContracJor appropriate notice of such action.
GC 8.02.03.12
Delay In Payment
.01 The Owner shall not be deemed Jo be in default of the Contract provided any delay in payment does
not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01.
GC 8.02.04
Payment on a Time and Material Basis
Definitions
GC 8:(!m~01
.01 Fof~the purpose of this clause the following definitions apply:
.;~- -
,
Cost of Labour: means the amount of wages, salary, travel, traveltime, food, lodging or similar items and
Payroll Burden paid or incurred directly by the Contractor Jo ar in respect of labour and supervisian actively
and necessarily engaged an the Work based on the recorded time and hourly rates of pay for such labour
and supervision, but shall not include any payment or costs incurred for general supervision,
administration of management time spent on the entire Work or any wages, salary or Payroll Burden for
which the Contractor is compensated by any payment made by the Owner for Equipment
Cost of Material; means the cost of Material purchased, or supplied from stack, and valued at current
market prices, for the purpose of carrying aut Extra Work, by the ContracJor, or by others when such
arrangements have been made by the ContracJor for completing the Work, as shown by itemized Invoices.
Operated Rented Equipment: means Rented Equipment for which an operator is provided by the
supplier of the equipment and for which the rent or lease includes the cost of the operator.
Poge40
OPS Gene1III Cond_ 01 Connd. Seplembef 11199
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Payroll Burden: means the payments in respect of workplace Insurance, vacation pay, employment
insurance, public liabHity and property damage insurance, sickness and accident insurance, pension fund
and such other welfare and benefit payments forming part of the Contractor's nonnallabour costs.
Rented Equipment: means equipment that is rented or leased for the special purpose af Work on a Time
and Material Basis from a person, firm or corporation that is nat an associate of the lessee as defined by
the Securities Act, RS.O. 1990, c.S.5, as amended, and is approved by the Contract Administrator.
Road Work: means . the preparation, construction,. finishing and construction maintenance of. roads.-
,'streets; highWays and' parking 'lots and includes a" work incidental therelo other than work on Structures.
Sewer. and Watermain Work: means the preparation, construction, finishing. and . construction
. 'maintenance' of sewer systems and watermaln systerns,and includes all work incidenlalthereto other than
work on structures.
Standby'Tlme:'means any'period of time WhiCh'ls'not-consideredWorkingr~which together with
the Working Tmedoes not . exceed 10 'hollrs;jn'.any'one>Working:Dayc:and:dudrigwhich time. a. unit of
, equipment cannot practically be used onother,.wortdlutJtltlStlmmaill:mr;tbe:site:::in:.orderto .continue with
. its'assigned 1ask'and during which time the unit is In fully 'operable COnd1lian.
, Structure Work: ' means the construction, reconstruction, repair,' alteration, remodelling, renovation or
, demolition of any.bridge, building, tunnel or retaining wan and includes thepreparatian for and the laying of
the foundation of' any' bridge, building, tunnel or'retaining wan and the Installation of equipment and
appurtenances incldental thereto.
The 127 Rate: means the rate for a unit of equipment as listed in'OPSS 127; Schedule of Rental Rates
for Construction Equipment Including Model and Specification Reference, which is current at the time the
work is carried aut or for equipment which is nat 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 Contract Admlnistrator'forpayrrient 'on a Time and MaterIal basis. The Work on a Time
and Material Basis shall be. subject to all the terms, conditions, specifications .and provisions of the
Contract.
. Working Time: means each period of time during which a unit of equipment is actively and of necessity
'engaged on a specific operation and the first 2 hours of each, immediately following period during which
the unit is not so engaged but during which the operation' is ,otherwise proceeding and during.which time
the unit cannot practically be transferred to olherwork but must remain on the site in order to continue with
Its assigned tasks and during which time the unit is Ina fully operable condition.
GC 8.02.04.02
Dally Work Records
.01 Daily Work Records prepared as the case may be by either the Contractor's representative or the
Contract Administrator and' reporting .the labour and Equipment employed and the Material used on
each Time and Material project, shall be reconciled and signed each day by both the Contracto(s
representative and the Contract Administrator.
GC 8.02.04.03
Payment for Work
.01 Payment as herein provided shall be full compensation for all labour, equipment and Material to do
the Work on a Time and Matelial Basis except where there is agreement to the contrary prior to the
commencement of the Work on a Tkne and Material Basis. The payment adjustments on a Time and
Material basis shall apply to each individual Change Order authorized by the Contract Administrator.
OPS Gene... Cond-.a "" ConIJ8cI- s.p....., 1_
P_.l
GC 8.02.04.04
Payment for Labour
.01 The Owner win pay the Contractor for labour employed on each Time and Material project at 135% of
the Cost of Labour up to $3000, then at 120% of any portion of the Cost of Labour in excess of
$3000.
.02 The Owner win make payment in respect of Payroll Burden for Walk on a Time and Material Basis at
the Contracto~s acbJal cost of Payroll Burden.
.03' 'At the Owne~s discretion, an audit may be conducted in which case the actual Payroll Burden so
determined shan be applied to all Time and Material work on the Contract.
GC 8.02.04.05
Payment for Material
~.-....~ .-
.01 Tbe Owner will pay the Contractor for Material used on each TlI1le and Material project at 120% of the
...aQstaf the Material up to $3000, then at 115% of any portion of the Cost of Malerial In excess of
';'i_boo. .
"If."
GC'8:1l2:04.06 Payment for Equipment
,
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GC 8.02.04.06.01
Working Time
.01 The Owner will pay the Contractor for the Warking Time of all equipment othl!r than Rented
Equipment and Operated Rented Equipment used on the Walk on a Tme and Material basis at The
127 Rates with a cost adjustment as foIaws:
a) Cost $10,000 or less - no adjustment;
b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the portion
in excess of $10.000; and
c) Cost greater than $ 20,000 -$19,000 plus 80% of the portion in excess of $20,000.
.02 The Owner will pay the Cantractor for the Warking Tme of Rented Equipment used on the Walk on a
Tme and Material Basis at 110% of the invoice price approved by the Contract Administrator up to a
maximum of 110% of The 127 Rate. This constraint will be waived when the Contract Administrator
approves the invoice price prior to the use of the Rented Equipment
.03 The Owner wiD pay the Contractor for the Working Time of Operated Rented Equipment used on the
Work on a Tme and Material Basis at 110% of the Operated Rented Equipment invoice price
approved by the Contract Administrator prior to the use of the equipment on the Work on a. Time and
,. Material Basis.
GC S;Cj2lo4;06.02
.-...
Standby Time
.01 The Owner will pay the Contractor for Standby Time of Equipment at 35% of The 127 Rate or 35% of
the invoice price whichever is appropriate. The Owner will pay reasonable costs for Rented
Equipment where this is necessarily retained in the Working Area for extended periods agreed to by .
the Contract Administratar. This will include Rented Equipment intended for use on other work, but
has been idled due to the circumstances giving rise to the Walk on a Time and Material Basis.
.02 In addition, the Owner will include the Cost of Labour of operators or associated labourers wha
cannot be otherwise employed during the standby period or during the period of idleness caused by
the circumstances giving rise to the Walk an a Time and Material Basis.
.03 The Contract Administrator may require Rented Equipment idled by the circumstances giving rise to
the Work on Tme and Material Basis to be returned to the lessor until the work requiring the
equipment can be resumed. The Owner will pay such costs as result from such return.
P_42
OPS General CondIlIono of eo_. Septembet 1899
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.04 When Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to
or from the Working Area on a Tune and Material basis, payment will be made by the Owner only in
respect of the transporting units. When. Equipment Is moved under its own power It shall be deemed
to be working. The method of moving Equipment and the rates shall be subject to the approval of the
Contract Administrator.
GC 8,02.04.07
Payment for Hand Tools
.01 Notwithstandingany,otherprovision of this Section, ,no .payment shall be ,made to ,the. Contractor for
, or In respect of Hand Tools or equipment that are tools of the trade.
GC 8.02.04.08
Payment for Work By Subcontractors '
.01 Where the Contractor arranges for Work 00 a-Tune and Material Basis,or.a part of it, to be perfonned
by Subcontractors.. on . ,a TIme . and "Material ,.basjs.,. and"'hlIs~iVecL.8ppr;o,v.ai,. priar to the
. 'commencement ,of~'such'.worlc;,:1n accordance witf1;,.tbe;,.requirBments,~ii$U~:.'GC 3.10,
. SUbcontracting by-the CUlIbac;tar;theOwner wiD paythe:costiof-Wartc..one.J("II1l8<and-,Material Basis
. by1he SubcontractOr calallatedllSif the_Contractorhad'don&tbe-.W~1:jme;and.MateriaI Basis, .
plus '8 markup caJculated on the following basis:
a) 20% of the first $3,000; plus
b) 15% of the amount from $3,000 to $10,000; plus
c) 5% of the amount in excess of $10,000.
;02 -No further markupwIR be applied regardless.of.the extent to which.the work Is assigned or. sublet to
',others: If work is;assigned or. sublet',to an,associ9te"asdefinedbythe, securities Act no markup
whatsoeVer will be appfJed. -
GC 8.02.04.09
Submission of Invoices
.01 . At the start of the Work 'on a Tune and Material Basis, the Contractor.shall -provide, the. apprlC8ble .
, labour and Equipment rates not already submitted to. the Contract Administrator during the course of
such work.
.02 ,Separate<summariesshaD be completed by the contractor according to thestaollard fol:m"Summary .
for Payment of Accounts on a TIme ,and Material Basis'.. Each summary .shall include.the order
number and covering dates of the work and shall itemize separately labour, Materials .and Equipmenl
Invoices. for Materials, Rented Equipment and other charges incurred. by the Contractor on the Work
on a Tune and Material Basis s~1I be included witheach.sumrnary....,.'...".. ",...,._,- ,..,.
:tl3 Each manththeContract AdmlnistJalOrwilllnclude' with the,lTIQIIthly,Pl.O.!lf!lSS -Jli!yRHl~;~' the
costs of the Work on a Tune and Material Basis ineurred during the preceding month all in
. accordance with the contract administrative procedures and the Contractor's invoice of the Work an a
Time and Material Basis. .
.04 The final "SummarY for Payment of Accounts on a Tune and MateOal Basis" shall be submitted by the
Contractor within 60 Days after the completion of the Work on a Time and Material Basis.
GC 8.02.05
Final Acceptance Certificate
.01 After the acceptance of the Work the Contract Administrator will Issue the Final Acceptance
Certific;ate, or, where applicable. after the wananty Period has expired. The Final Acceptance
Certificate will not be issued until a111cnown deficiencies have been adjusted or corrected, as the case
may be, and the Contractor has discharged all obligations under the Contract.
OPS Geflllf8I Condlllono 01 Connc:l- S6pI8mber 1899
P_43
GC 8.02.06
Payment of Workers
.01 The Cantractor shall, in addition to any fringe benefits, pay the workers employed on the Work in
accordance with the labour conditions set out in the Contract and at intervals of not less than twice a
month.
.02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers
employed by the Subcontractor on the Work in accordance with paragraph GC 8.02.06.Q1.
.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-otf.
GC 8.02.07
Records
.01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes In the Work,
Extra Work and claims arising therefrom. Such Records shall be of sufficient detaU to support the
total cost of the Work, Changes In the Walk, and Extra Work. The Contractor shall preserve all such
, original Records until 12 months after the Final Acoeptance Certificate is issued or until all claims
have been settled, whichever Is longer. The Contractor shall require that SubContractors employed
by the Contractor preserve all original Records pertaining to the Wolk, Changes In the Work, Extra
Work and claims arising therefrom for a similar period of time.
.02 If, in the opinion of the Contract Administrator, Dally Work Records are required, such records shall
report the labour and Equipment employed and the Material used on any specllic portion of the Work.
The Daily Work Records shall be reconciled with and signed by the Contractor's representative each
day.
.03 The OWner may Inspect and audit the Contractor's Records relating to the Work, Extra Work and
Changes in the Work at any time during the period of the Contract. The Contractor shall supply .
certified copies of any part of its Records required whenever requeSted by the OWner.
GC 8.02.08
Taxes and Duties
.01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for
this Contract, and this change could not have been anticipated at the time of bidding, the OWner will
Increase or decrease Contract payments to account for the exact amount of tax change involved.
.02 Claims for compensation for additional tax cost shall be submitted by the Contractor to the Contract
Administrator on forms provided by the Contract Administrator to the Contractor. Such claims for
additional tax costs shall be submitted not less than 30 Days after the date of Final Acceptance.
.03 Where the Contractor benefits from a change in Canadian Federal or Provincial taxes, the Contractor
shall submit to the Contract Administrator, on fonns provided by the Contract Administrator, a
statement of such benefits. This statement shall be submitted not later than 30 Days after Final
Acceptance.
.04 Changes in Canadian Federal or Provincial taxes which impact upon commodities. which when left in
. place fonn part of the finished Work, or the provision of services, where such services fonn part of the
Work and where the manufacture or supply of such commodities or the provision of such services is
carried out by the Contractor or a Subcontractor, are subject to a claim Of benefit as detailed above.
Services in the latter context means the supply and operation of equipment, the provision of labour
and the supply of commodities, which do not fonn part of the Work.
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OPS Gene... Cond_ 01 ContrIIel- September 1999
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GC 8.02.09
Liquidated Damages
.01 When liquidated damages are specified in the Contract and the Contractor fails to complete the Work.
in accordance with the Contract. the Contractor shaD pay such amaunts as are specified in the
Contract Documents.
OPs _..I CondltJonO 01 ConIr8C1. ~ ,-
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