HomeMy WebLinkAbout2005-176
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2005-176
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 Brookhouse
Parkette Construction.
THE COPORATION 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 "An form part of this By-law.
By-law read a first and second time this
12
day of September ,2005.
By-law read a third time and finally passed this
12
day of
September
,2005.
J{l~~
Mayor _ - _
/" -
. /(-~----
a~-YJgton
Municipality of Clarington
TENDER AND SPECIFICATIONS
FOR THE CONSTRUCTION OF
BROOKHOUSEPARKETTE
CONTRACT No. CL2005-26
CLOSING DATE:
FRIDAY, JUNE 24, 2005
2:00pm (LOCAL TIME)
CONSULTANT:
DANIEL J. O'BRIEN & ASSOCIATES LIMITED
LANDSCAPE ARCHITECTS
180 MARY STREET
PORT PERRY, ONTARIO, L9L 187
(TEL) 905-985-4466
'FAX\ 905-985-8509
Standard Conslruclion DoICUln<:lll - C('DC 2 . i99.:.i
AGREEMENT BETWEEN OWNER AND CONTRACTOR
For use when a stipulated price is the basis of paytneht.
2.-7 Tfr
This Agreement made on the
Z 00'::/
day of
0vL-'(
in the year
by and between
tVtVNJVlr~-Ltr( ..tT.
(" k~IV.q-roN
hereinafter called the "Owner"
and
r;lJf~Fof-f?u .
vt>~INct
l.:rD .
hereinafter called the "Contractor"
The Owner and the Contractor agree as follows:
ARTICLE A-I
THE WORK
The Contractor shall:
LI perform the Work reqnired by the Contract Documents for
uf3r'-q7KttOl-i ~
imel1 ahove the Wle of ,he Work
.~vve. \~t-'~~ \ Cf\t[
in,fer( above 'he Place of the J-f/ork
which have been signed by the parties, and for which _ _ _ _~~k~t17N
e~)I'1~u brl? _Lrl'l~~ - ~~;~2'tlanl
is acting as and is hereinafter called the "Consultant" and
.r~~
located at .~KHoLA~
L2
do and fulfill everything indicated by this Agreement, and
L ~_ day of ..Prt/PJ II~T
in the year 2PO?
u
commence the Work by the
and, subject to adjustment in Contract Time as provided for in the Contract Documents. attain Substantia;
Performance ojthe Work, by the _~I _ day of ~ in the year__"?!P?
.'rnr ., _ \OOA l;;I... flo,n")
I.
ARTICLE A-2
AGREEMENTS AND AMENDMENTS
2. I The Conlract supersedes all prior negotiations, representations, or agreements, either written or omL relating
in any manner to the Work, including the bidding documents that are not expressly listed in Article A-3 of the
Agreement - CONTRACT DOCUMENTS
2 2 The Conrract may be amended only as provided in the Con/racl Documenrs.
ARTICLE A-3
CONTRACT DOCUMENTS
3.J The following are the Contract Documents referred to in Article A-I of the Agreement - TIiE WORK:
Agreement Between Owner and Contractor
Definilions
The General Conditions of the Stipulated Price Contract
*
f\ tb-e4 #;WM
tJ~ I.
~ ~(/~ '2-0, &oCt:;
* !Insert here, attachm~ additional pa~es if required, a list identifyin~ all other Con/ract Documents e.g
Supplemenrarv Conditions; Specifications, giving a list o..f contents with section numhers and tilles, number of
pages, and dale; Drawings, ~iving drawing number, title, dale, revision date or mark; Addenda, giving lille,
numher. dale)
,.,r'r.r'" "'''A l":"_ line"'"
'1-.
ARTICLE A-4 CONTRACT PRICE
4.1 The Cuntract Price. which excludes Value Added Taxes. is:
tf()AJ~. ..~ ~J~ TH1JVl?IJckJO
11v fV~f.k)V~ "f0ff'( ~IX dollar,
and ~1Xi'(T~~
JWO
O~
cents.
4.2
Value Added Taxes (of 7". %) payable by the Owner to the Contractor are:
fOVff~ .. .-r/11Jld~t:>.uf}vt:?
.Hv~~..~U2.m~r
andI~um~l)( . m.m' cents.
dollars
4.3 Total amount payable by the Owner to the Contractor for the construction of
the Work is'
Tw().Jtv.v~ ttJoI~ TL(;O
Ttto~~ ~ ttv~lW!? ~ dollars
and t.~-j'JL<_--- cents.
4.4 All amounts are in Canadian funds.
4.5 These anlounts shall be subject to adjustments as provided in the Cuntract Documents
~?
$ Zo8,14(P.
z.b
$ J1"} ~70.
'Z4
$k:Z~,7JIq.
'Q.
.'\RTiCLE A-~
PAYMENT
" Subjecl ;0 the pro\'isiolls of the Contracf f)ucumen!.\;, and in accordailce v.,:ith legislation and statutory
regulalions respecting hOld~p~r'f. ntages and,\vhere such .1.eg.iS..lation or regulations do not exisl or appi}.
~.\lbicCl to a holdback of \"'Yf'.#' percent ( J _Q_ 0/0). the Owner shall in Canadian flmds
make progress payments to the C'mtraclOr on account of the Contract Pric.'e when due in the amount
certified by tile ('Ol1su/tanl lOgelher with slIch t 'alae /~dded Taxes as may be applicable 10 such
p<.lyment. and
upon Suhslonlwl f'erjimnonce of Ihe Work. pay to the ContraclOr the unpaid balance of the holdback
amount when due together with such Value Added ]llxes as may be applicable to such payment. and
,
upon the issuance of the final certificate for payment. pay to the Contractor the unpaid balance of the
( 'onfracl Price when due together with such Value ,Added Taxes as may be applicable to such payment.
5.2 In thc event of loss or damage occurring where payment becomes due under the property and boiler insurance
policies. payments shall be made to the Contrac/or in accordance with U,e provisions of GC !!.1 -
INSURANCE
5 1 Interest
Should either party fail to make payments as the.y becom. e .due. '!"ft.er the terms of the Conlrllcl or in
an award by arbitrdlion or court. interest at ff<i~ ~ PI". percent ( ~.o) per annUln
above U,e bank rate on such unpaid amounts shall also become due and payable until payment. Such
interest shall be compounded on a monthly basis. The bank rate shall be the rate established by the
Bank of Canada as the minimum rate at which the Bank of Canada makes short term advances to the
chartered banks
2 interest shal! apply at the rate ,md in the manner prescribed by paragraph 5.3.1 of this Article on the
amount of any claim settied pursuant to Part 8 of the General Conditions - DISPUTE RESOLUTION
from the date tite amOlmt would have been due and payable under the Contract. had it not been in
dispute. until the date it is paid.
4.
ARTICLE A-6
RECEIPT OF AND ADDRESSES FOR NOTICES
6.1 Notices in writing bet\\'cen the parties or between them and the Consultant shall be considered to have been
received by the addressee on the date of delivery if delivered to the individual, or to a member of the finn.
or to an officer of the corporation for whom they are intended by hand or by registered post: or if sent b\
regular post. 10 have been delivered within 5 Working Days of the dale of mailing when addressed as follows
The Owner at +0 T~~I\I~
~W~Y/Lk- tlNT,bf-.,J 0
LIC-- 'OA(p
er~
.r/reel and number and posial hox nFlmhr,. 1/ applicahie
post office or dj,',trict. provi"ce. pu.~tal code
qtf-rv1~1
L-Pttl~P .
m 7..7 .?(I'""r'DI vO
(}t'T[f1<tQ
0'1$
The Contractor at
strel!t and nUmbf!r and postal box number if applicahle
post office or district. province. postal "(}(},,,
The Consultant al. . .1 W .
fq=r ...~. I
__L ~ kt f?2_ _ ____ ______.____ ________
..(v1tr='(...~
street and number and pMtol box "umber if applicable
m~17.
post office or district. prollinc~-,. po.rlal code
ARTICLE A-7
LANGUAGE OF THE CONTRACT
7.1 When the Contract Documents are prepared in both the English and French languages. it is agreed tllal in the
event ofauy apparent discrepancybelween the English and French versions. the English/French* language shall
prevail.
'\
7i
* Complete this statement b.'1/ striking out inapplicable term.
This Agreemenl is drawn in English al the request of the parties herelo La presenle convention est rcdigec
en anglais a la demande des parties.
ARTICLE A-8
SUCCESSION
8. 1 The Cancracr Documencs are 10 be read into and fonn part of tllis Agreement and the whole shall conslitute
the Concract between the parties. and subjecI to the law and the provisions of the Contract Documents shall
enure 10 the benefil of and be binding upon the parties hereto. their respeclive heirs, legal representalives.
successors. and assigns.
5.
In witness whereof the parties hereto have executed this Agreement and by the hands of their duly authorized
rep resentath' es
SIGNED AND DELIVERED
in the presence. of
OWNER
!wme oj owm'r
~ tf.7{'i/1F1 ).J---C'>--'
, ., . I&v U~-1(.lc
.\"ignmur'r!
WITNESS
--~-~
j
-::-
s;gnarure
name and fffJjrb.e~trie, Clerk .
name and title of person signing
CONTRACTOR
~~~~
man< fi",roclor
ngnaIJm!
bo.
WITNESS
ROBERT STEPHENSON
_ ____\llCE,ffiES1DENL-~ -------
name and title of per:wn .signing
\"ij!'UlWnf'
~;".c.~
name ami title (~r penon Jigning
name and title of person signing
j\I.B. Where legal jurisdiction, /ocai practice, or Owner or Contractor requirement calls for:
(a) proof of authoritv to execute this document, auach such proof of Quthori(v in the fiJrm of a certified
copy of a resolution naming the representative(s) authorized (0 sign the Agreement jar and on behalf
(?f the corporation or partnership; or
(h) the affixing of a corporate seal, this Agreement should he properlv sealed.
<0.
Jul !6 05 01:43p
RutherFord Contractin~
p.
RUTHERFO~
~,~"TR~~~
RUTHERFORD CONTRACTING LTD.,
27 CARDICO DRIVE,
GORMLEY, ONTARIO LOH lGO
TEL. (905) aaa-9444 . FAX (905) 888-9445
TRANSMITTAL
From:
Dircct Dial:
Lynn A.C. Moulds, B. Tech.
(905) 888-9446 ex!. 305
Date:
Total Pages:
July 26th, 2005
9 (including co vcr)
To:
Daniel J. O'Brien and Associates Ltd.
180 Mary Street
Port Perry, Ontatio L9L 1 B7
Phone: (905) 985-4466
Fax: (905) 985-8509
Attention:
Re:
Mr. Daniel O'Brien
RCL Project #5585 - Brookhouse Parkette
Contract Documents
Forwarded by:
[J mail
fJ courier
, "/'t'
I....J ax
o hand delivered
For your:
:.1 info
o action
o review
Vfile
Comments:
Please find as follows copies of our required contract documentation:
. Final Performance Bond #15886-05 for 100% of contract amount
. Final Labour & Material Payment Bond # 15886-05 for 100% of contract amount
. General Power of Attorney Form Certificate #419567
. Certificate of Insurance reflecting $3,000,000.00 including additional insureds
. Aviva's Surety Service Commiunent foml
. WSIB Clearance Certificate. effective date of July II, 2005
I page
2 pages
I page
I page
2 pages
I page
Plea,e note that Richard Hawkins of our firm will bring the original documents to his meeting with
Me. Peter Windolftomorrow, July 27th, 2005. I trust the above is adequate for your purposes.
i:Vce: RHfJobfile#5585
:KCc: Mr. Peter Windolf; Town of Clatington via fax only (905) 623-0830
~c: Ms. LouAnn Birkett, Town ofClatington purchasing via fax only (905) 623-3330
GENERAL CONTRACTORS . SITE DEVElOPMENTS
CST tR124580911
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Standard Construction Document
PERFORMANCE BOND
CCDC 221 - 2002
]X o. 1588ti-O'::;
Bond Amount S222.716.89
RUTHERFORD CONTRACTING LTD. :is PriIlcipaJ. hereinafter calkd the Principal, and A VIVA INSURANCE COMPANY OF CANADA a
wrpormion created and :.:xisting under the laws of Caflada and dub; i.lutllorized 10 transact the business of Suretyship in all Provlllces and T crriwries
in Canada as Surety, hereill<lfter called the Sun::t)'. arc held and iirmly bound unto CORPORATION OF THE MU;"{ICIPALITY Of
CLARINGTON as Oblig.::::. hereiilaf\:t;:r called the- Obligee. in the alllour.t of T\\iO HeNDRED AND T\VENTY T\VO THOUSAND AND
SEVEN HUNDRED AND SIXTEEN Dollars and EIGHTY-:\'INE Cent:> ($222,716,89) lavdbl money of Canada.. for the pa:,-'ment of which $um
llle Principal and the Surety bigd !hemsdves. their heirs, executors. adminlstrators_ successors and assigns. jointly ilnd severally,
\VHEREAS. the Principai has entered into a written conrract \....ith the Ohiigee, dated 25Th da:( of July. In the yenr 2005.
fOT CONSTRUCTION OF BROOKHOUSE PARKETTE
CONTRACT NO. CL2005-26
hereinafter ieferred to as the Contract.
The condition of this obligatiorl is such that if thl:: Principal shall promptly and faithfully perform the Contract then this obligation shall be null and
void; otherv.'i5e it shaH remain in full force and effect.
Whenever the PrindpaJ shal! be, and dee.lared by the Obligee to be. in default under the Contract. the Obligee having performed the Ohligt:c.s
obligations thereunder. the Surety shall promptiy.
1) remedv the default. or;
1) compl~te ~he Contract in accordance with its terms and conditions or:
3) obtaio a bid or bids for submission to the Obligee for completing the Contract in al.:cordance with its lerms and conditions and upon determination
by the Obligee and the Surety of the lowest responsible: bidder, arrange for a contract between such bidder and the Obligee and make available as
work progresse~ (ev~:l though there should be a default. or a succession of defau!t... under the contract Qf contracts of completion, arranged under
this paragraph) sufficient tunds to pay to complete the Principal's obligations In accordance with the terms and conditions of the Contract and to
pay those expenses incurred by the Obligee as a resull of the Principal's defuult relating directly to the performance of the work under the
Contract, less the balance of the Contract price; but not exceeding the Bond Amount. The balance of the Contract price b [he rotal amollr.!
payable by the Obligee to the Principal under the Contract. less the amount properly paid by the Obligee to the Principal, or:
4) pay the Obligee the lesser 01'(1) the Bond f\mount or (2) the Obligee's proposed cost of completion. less {he balance of Contract price.
It is a condition of this bond that any suit or action must be commenced before the expiration of two (2) years from the earlier of (l) the date of
Substantial Performance of the Cont:act as detlm:d in the lien legislation whert: the work under the Contract is taking place. or. if 00 such definition
exists. the date wilen the work is ready for us:: or is being used fOT the purpose intended, or (2) the date on which the Principal is declared in default
by the Obligee.
The Surety shall nOl be liable for a greater sum tha.'l the Bond Amount.
No right of action shall accrue on this Bond, co or for me use of, any person or corporation other than the Obligee named h~rein, or the heirs.
executors, administrators or succ~.ssors of the Obligee.
rN WITNESS WHEREOF. the P;-:incipal and the Surety have Signed and Sealed tbjs 80nd dated 25th day of July in the year 2005.
SIGNED and SEALED
RUTHERFORV CONTRACTING LTD.
in .he presence of
CHARD HAWKINS
VICE.PRFSInENT
,Varne of person sfgnr'ng
AVIVA NSURANCE COMPANY OF CANADA
CGU2794
Signature
Linda Hand '. Attome...'-i
Name a/person signing
~~D[s
Copyright 2002
Canadian Construction Documents Comminee
(CeDe 221 - 2002 nus been approved by the Surety AS$ocimion of Canada)
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Rutherrord Contracting
90
LABOUR & MATERIAL
PAYMENT BOND
(Trustee Form)
Staudard CC!Dstruclion Document
eeDe 222 - 2002
1\0. 15886-05
Bond Amount 5222,7 16.89
RUTHERFORD CO~TR.-\CnNG LTD. ::I;; Principal. hereinafter called the Pr~m;ipal. and :\ VIVA INSURANCE COMPANY OF CAN.<\DA a
corpcraLion cren.ted and existing under the laws of Canada and duly authoriL..:d ~o transuct the business of Suretyship in a!1 Provinces and Territories
in Calw.da as Surety. hercil1<ltler called tbe Surety, at"'.: held and flrmly bound unto CORPOR4TION OF THI!: I\HJI\"ICIPALITY OF"
CLARIl'iGT01\'" a~ Obligee. hereinafter called the Obligee, in the amount of T\VO HVNDRED A:'lD T\VENTY TWO THOUSAND AND
SE''''"ElS HUNDRED AND SIXTEEN Dollars and EIGHTY-NINE Cents ($222.716.89) lawful money of Canada.. for the payment of which sum
the Principal and th::: Surety bind themselves, their heirs. executors. administrators, succe..~sors and assigns, jointly and severally.
\....'HEREAS, tIle Principal tHlS entered into a written ~ontract with the Obligee, dared 25th day of July in the year 2005 for
CONSTRUCTION Of BROOKHOUSE PARKETTE
CONTRACT NO. CL200S-26
in accordance \.vith the Contract Documents submitted. and which are b:y reference made part hereof and are hereinafter reterred to as the Contract
The Condition of this obligation is such that, if the Principal shall make payment to ail Claimants for aU labour and material used Or reasonably
required for ,Ise in the performance of the Contract then this obligation shall be null and void; otherwise it shall remain in full force and effect,
subject, however, to the following conditions:
I. A Claimant for th~ pt:rposc of this Bond is defined as one having a direct contracL with the Principal for labour. material. or both, u:>ed or
reasonably req\1lrcd for use in the performance of tht Contract, labour and mo.terial being construed to include that part of water, gas. power.
light, heat. oil. gasoline. telephone :>en'icc or rental equipment directly applicable to the: Contract provided that a person, firm or corporation who
rents equipment to the Principal to be used in the performance of the Contract under a contracl which pro....ides that aJI or any part of the rent is to
be applied towards the purchase price thereof. shaH only be l) Claimant to the extent of the prevailing indu::>Lrial rental ,'alue of such equipment for
the period during which the equipment was used in the performance of the Contract. The prevailing industrial rental value ofeguipment shall be
determined. insof"ou- as it IS pr'dcticaJ to do so. by the prevailing rates in the equipment marketplace in which the work is taking place.
]" The Principal and rhe Surer:-'. hereby jointly and severally :::.gree with th~ Obligee, as Trustee. that e....ery Claimant who has not been paid as
provided for under the terms of its contract with the PrinCipaL before the expiration of a period uf ninety (90) days after the date on which the last
of such Claimant's work or labour was done or performed or materials '....'ere furnished by such Claimant, may as a beneficiary of the trust herein
provided for. :>ue on this Bona. prosecute the suit to 1in:lljudgmem for sllch sum or sums as may be justly due to such Claimant under the terms
of its contract with rhe Principal and nave execu<ion thereon. Provided that the Obligee is not obliged to do or take any act. action or proceeding
against the Surely on behalf of the Claimnnt~, or any of them, to enforce the provisions of this Bond. If any act, action or proceeding is ta:.;.en
either ill the name of tile Obligee or by joining the Obligee as a pnrty ~o sui:h proceeding. then SUcll act. action or proceeding. shall be taker. on
the understanding and basis that the Claimants, or nny of them. wbo take sllch act. action or proc..:eding s.ball indemnify and save harmless the
Obligee aga.inst all costs, charges anc expenses or liabilities incurred thereon -and :my loss or damage resulting to the Obligee by reason thereof.
Provlced .~till further tha:. suhject to the foregoing tenns and conditions. the ClaimarHs. or any of them ma: use the: name of the Obligee to sue on
and enforce the proviSIOns ofthis Bond.
3. It i~ a cOlldirJQ1~ precedent to the liability of the Surety under this Bond that such Claimant shail have given written notice as hereinafter set forth
Lo eur.:h or ~he Principal, the Surety and the Obligee, stilting with substantia] accuracy Ibe amount claimed, and that such Claimant shail have
brougl,: sl1it or action in acco:-dance \\.'ith this Bond, as set out in sllb-clallses 3 (b) c;"d 3 (.c) below. Accordingly. no sui[ or action shall he
commcncd herellnd~r:::y any Claimant:
al unless such no~ice sl:all b~ served by mailing :he !i3mC by rcgistl!r:d mail [0 the [>rincipal, [h~ Surety and tbe Obliget::. al any place whcre an
officI.': i~ regularly maintatned for the tron~;action of business by :>uch person~ or served in any manner in which. legal process may be served in
the Provinc~ or TerriTOry in which Ihe subject matter of th<.': Con:.ract is located, Such notice shall be gi ven.
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eeDe 222 - 2002
i'l jn respecl of any ;.;lJ.inl for the arrll)unl (If ;l:1Y portion lher<:of. required to boo; ht;ld back frorn the Claimant by the Princ.ipal, under .::itl1er lhr.:
tams of the Claimant's contract with the PrincipaL or under the lien Legislation applicable to the Claimant's contract with 1hl::: Princip<.1l.
whicilever is the g:'ca.ter. \'..-ithin one hundred and twenty (120) day's after such Claimant should have been paid in tun under the Claiman:'s
contract \\.ill1 the Principal;
ji) in re~p~\."i of any claim other than for the holdback, or portion thereof. referred 10 above, within or..e hundred and twenry (120) days after
the date upon \\'hich $uch Clainmnl did. or performed. Hle last oflhc \'dJrk or labour or furnished [he last of the materials for which SlJch
ciairn is made under the Claimant's contracl with the PrlIlcipal;
bi after the expiration of one (1) year follm....ing the dale on which the Principal ceased work on the Contract. including work performed und:::r
the guarantees provided in the Contract:
c) other than in <l Court of c.ompetent jurisdiction in the Province or Territory in v.'hich the work described in the Contract is to be installed or
delivered as the case may be and not elsewhere, and the parties hereto agree to submit {O the jurisdiction of such Court.
4. The Surety agrees not to take advantage of Article 2365 of1he Civil Code of the Province of Quebec in the event that. by an act or an omission of
a Claimant. tbe Surety can no longer be subrogated in the rights. hypothec and privileges of said Claimant
5. Any material chang.;: in tht: contract between the Principal and the Obligee shall not prejudice the rights or interest of any Claimant under tJli:s
Bond. v.ho is not instrumental in bringing about or has not caused such change_
6. Tbe amount of this Bond shaH be reduced by, and [0 the extent of any payment or payments made in good faith. and in accordance with th<:
provisions hereof. inclusive of the paym~nt by the Surety of t:laim::; made under the appHcable lien legislation or legislation relating to legal
hypolhecs. .....hetner or not such claim is pr~sented under and against this Bond.
7. The Surety shaH not be liable tor:J. great~r sum thrm the Bond Amount.
IN WrTNESS \VHEREOF, the Principal and the Sorety haw Signed and Sealerl this Bond datc;d 25th day of Jul:y in the year 2005.
SIGNED and SEALED
RUTHERFORD CONTRACn:-lG L TV.
in the presence of
Si~
RICHARD HAWKINS
. . "ICE PRESIDeNT-
lliame oj person sIgnmg
A VIVA INSt:RANCE COMPANY OF CA"'ADA
_n.J .&9- ~~
S~ (j
CGU2796
Linda Handv, Artornev~jT1.fact
.Name of person signing
~~D~
Copyright 2002
Canadian Construction Documents Committee
tCCDC 22.2 - 2002 has bt;cn approved by the Surety Association of Canada)
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419567
This Power of Attorney is not valid ""less it is pdnted on BLUE lxuk.groUfld wUll watemuuk on reverse.
GENER4.L POWER OF ATTORNEY
Know all Persons by These Presents:
That AVIVA lNSURA:'olCE COMPANY OF CANADA, a Corpordtion having its principal office at 2206
Eglinton Avenue East, Scarborough, Province of Ontario, Canada, does hereby constitute and appoint
David F. Shaw, Linda Handy, Rod Finlayson, John Cook
of the City of Markham in the Province of Ontario its true and lawful attorney fur the fullowing purposes:
1. to sign in its Dame as surety to~ and to execute and deliver~ seal and acknowledge any and all bonds, and to
execute in its name and deliver any and all contraCts guaranteeing the fidelity of persons balding positions of public or private
trust, guaranteeing the performance of contracts other than insurance policies and executing or guaranteeing bonds and
undertakings, required or permitted in aIi actions or proceedings, or by law allowed and
2. to sign in its name, and to execute and deliver, and to guarantee the conditions of any and all bonds,
obligations, stipulations or anything in the nature of the same, which are or may be by law, municipal or otherwise, or by any
Statutes of Canada, or of any of the several Provinces or Thrritories thereof, or by the rules, regulations, orders, customs,
practice or discretion of any board, body, organization, office or officer, local, municipal or otherwise, be aliowed, required
or permitted to be executed, made, taken, given, tendered, accepted, med or recorded for the security or protection of, by or
for any person or persons. corporation, body, office. interest. municipality or other association or organization whafS()CVeI' in
any and aIi capacities whatsoever. conditioned for the doing or not doing of anything or any conditions wltich may be
provided for in any such bond, obligation, stipulation or undenaking, or anything in the nature of either of the same.
And the said AVNA INSURANCE COMPANY OF CANADA. hereby ratifies and confirms an
and whatsoever the said
David F. Shaw, Linda Handy, Rod Finlayson. John Cook
may lawfully do in the premises by virtue of these presents.
In Witness Whereof, the said AVNA INSURANCE COMPANY OF CANADA has caused this
instrUment to be sealed with its corporate seal, and executed by its duly authorized officers this 1st day of
October, 2003.
AVlVA INSURANCE COMPANY OF CANADA
r/~
By......
.....-...-...............-... .....-......................
19a1 Mayer. Pres,dem & CEO
{CORPORATE SEAL}
4-
By _.__
................................... .............
Carol A. Berger - Senior Vice President
& Corporate Secretary
This PO'\<VER OF ATfOR'lEY may nol be used to execute an)' bond \\-lth a signed and sealed date after December 31, 2005.
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CG8/B
THE CG&B GROUP INC.
120 South Town Centre Blvd..
Markham, Onto L6G 1 C3
CERTIFICATE OF INSURANCE
This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This
Certificate does not amend, extend or alter the coverage afforded by the policies listed.
INSURED:
RUTHERFORD CONTRACTING LTD.
27 CARDICO DRIVE
GORMLEY, ONTARIO LOH 1GO
r'- COVERAGE
~._-,.,..._-_._._~._.~-_._---!----..-
INSURER
POLICY NO.
, POLICY TERM
I
, FEB. 1. 2005 TO
, FEB. 1, 2006
LIMITS OF LIABILITY
. COMMERCIAL GENERAL ' ROYAL & SUN
I, LIABILITY inCIUdi.ng cross [' ALLIANCE INSURANCE
, liability 8. products & COMPAf:/Y
! comple!ed operatIons
!
COM018758576
$1,000,000. inclusive. bodily
injury and property damage
CORPORA TION OF THE MUNICIPALITY OF CLARINGTON, DANIEL J. O'BRIEN AND ASSOCIATES t.. TO. are added as
Additional Insured but only wJth respect to the operations of the Named Insured
RE: CONSTRUCTION OF BROOKHOUSE PARKETTE, CONTRACT NO. CL2005-26
AUTOMOBILE LIABILITY ! ROYAL & SUN CAP018747889 . FEB. 1. 2005 TO
I-OWNED/l.ONG TERr-.~ LEASED ALLIANCE INSURANCE . FEB. 1.2006
I COMPANY I
Schedule 0
! Blanket [81
$1,000,000. combined,
bodily injury and property
damage
. :-JON-OWNED AUTO i ROYAL & SUN COMD18758576 FEB. 1,2005 TO $1,000,000 per occurrence
I ' ALUANCE INSURANCE FEB. " 2006
COMPANY
COMMERCIAL ROYAL & SUN COM018758576 FEB. " 2005 TO $2.000.000 each
UMBRELLA LIABILITY ALUANCE INSURANCE FEB. 1,2006 occurrence and in the
COMPANY aggregate
This is to certify that the Policies of Insurance listed herein have been issued to the above Named Insured and
are in force at this t1me. Notwithstanding any requirement, term or condition o( any contract or other document
with respect to which this Certificate may be issued or may pertain, the insurance afforded by the policies
described herein is subject to all the terms, conditions and exclusions of this Policy.
Should these policies be cancelled before the expiration date thereof. the issuing company will man 30 days
written notice of cancellation to the below named Certificate holder,
CERTIFICATE HOLDER:
CORPORATION OF THE MUNICIPALITY OF CLARINGTON
40 TEMPERANCE STREET
BOWMANVILLE, ONTARIO LTC 3AB
Signed on behalf of the Insurers shown above
July 25, 2005
Date
wy "]115/05 10;1~ AM
CGBfOR:V170(1 ~EC-97
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AVIVA
Aviva's Surety Service Commitment
Aviva lnsuran.ce Company of Canada is committed to providing valuable services through our surety bonds 10 obligees and the
construction industry. Services 1hat may not be visible to you but do play an important part in the successful completion of a
constructIOn contract. AI/ilia provides the following services:
Aviva UnderwritinCl Service
We invest a significant amount of time and resources to select and support construction companies that are stable, competent and
well organized. Contractors that we believe can succeed. To do this, we carefully evaluate our clients over long periods of time.
Briefly, we evaluate our dients in 3 distinct ways to reduce the risk of a default.
Contractor' AccredJtatlon
All contractors that approach Aviva for surety support must first undergo a set of comprehensive evaluations of their entire
organizations_ OUf foeus and purpose is to evaluate the overall quality of the organization. WliJe no two contractors are identical
and each can succeed for different reasons, we carefully assess how each contractor uses its resources, skills, and experience to
be competitive. Only when we are satisfied that the contractor's organization is stable, competent and well organized do we extend
it a defined level of surety support
Qualifying Clients for Projects
\Nhen Aviva is considering bonding a co-ntrac:t. we evaluate how well our client's ability and experience fit wfth the type and
requirements of the project. We also assess whether or not our dient has the resource capacity available to undertake the project
given its current commitment to all of its other bonded and unbonded projects. Only when we are confident that our client is capable
and has the capacity to complete a pro;ed successfully do we issue our bonds.
Monitoring Clients
Through the gathering of information from our client. broker, project owne~ and other independent soun::es. \/lie continually evaluate
the stability of our client's clVanization and generally monitor its progress on projects. Thts ongoing evaluation enables Aviva to also
assess how we 11 OU r client can manage and adapt to ehange within its organization. on its projects and in its business environment.
The result of this evaluation is important to us, as it strongly influences our decision to maintain. increase, reduce or withdraw our
future support.
Aviva Risk ManaClement Service
VVhHe we reduce the rtsk of a contractor defaulting, the risk cannot be eliminated. If one of our oontractor..clients unexpectedly
defaults, Aviva is committed to prompt and fair claims handling for OUf surety customers. If you are the named ~ObUgee~ (or the
~Claimant" or beneficiary) on a surety bond issued by Aviva, and you believe you have a valid daim under that bond because of the
non.perfonnance or non.payment by the named ~Principar (contrac:tor), here are the steps to follow:
Notke
Make a written demand on Aviva under the bond advising clearly that you believe that the Principal (contractor) has fajled to perform
specific term(s) of the contract. and that you require Aviva to fulfill its obligations under the bond. Send this notice (with a copy to
the Principal (contractor)) to:
Aviva Insurance Company of Canada
5140 Yooge St.. , 8th Floor, Toronto, Ontario, M2N 6L7
Attn: Surety Risk Management
Fax: 416-229-5429 Phone: 416-229-8517 Toll Free: 1-800-363-6330
(ConliMOledonO:U1)
Thi,~mutl '$ ..u\ndcd.lo~'Wl:usen...il/l&g=cnI"v<<yjll'Wolllw:.~"u..!I!.wwI/l$.l;~.......t~,a:ldili;"o{;.lI:n;icd.uldrro.nqoc:bc~Mldic:dllpllnk>bepilll.,f"'y bomlD,Joaffr:<:l 1M
"91lSo<ON;J;:lllonsQf"","~...-.dc.-~bGnll
C.l'yriCht IGO.l A....... wunn'" ClH'Ilp.,. Grc-aa
JUL 26,2005 13:14
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Aviva Risk ManaQemenl Service (continued)
Prompt Response
We will contact you by telephone by the next business day after receiving your demand, and within 2 business days we will provide
you with a written acknowledgement of your demand, and advise whether additional information and documentation will be required_
Infonnation Required
When you make a demand on a bond we will need from you the following information and documentation:
o In what wa,! has the princiPal failed to perform?
o Has the contrad been administered correctly?
o Copy of invoices, payment cer1ificale-s. payments made and holdback.
o Copy of defaul1 notice and all related notices and correspondenee
o Have dispute resolution provisions in the centract been used?
o Copy of the signed contrad. indo condItions, relevant
specilicalions, changes, sdledules. drawings. etc.
Emergency or Remedial Action
If you are making demand on a performance bond and urgent action is required to mitigate potentially higher costs (for example by
securing or protecting the \N'Ork site from deterioration), we are willing to discuss these requirements wrth you and cooperate with
you to mitigate the costs.
Settlement
If the conditions of the bond are satisfied, we will ael Depending on the fom-t of the bond, the options available might involve
remedying a default, Of fe-tendering a contract for completion, or completion of the contract by Aviva, or payment of additional costs
for completion by you. Under a Labour & Material Payment bond the settlement will usually be an offer to pay a valid claim.
Disputes
If the conditions of the bond are not satisfied. or if there is a genuine dispute between you and the Principal (contractor) that cannot
be resolved without recourse to a more formal process, we are COlTlmitted to providing you with a written response explaining the
reasons why Aviva is unable to act under the bond. Even 1f action under the bond has to await the outcome of a more formal
process, the financial protection from the bond remains available to you, subject to the time limitations and other nOfTTlal provisions
of the bond,
Aviva Insurance Company of Canada
The quality of any service depends on the organization and the people that provide it. At Avi'o'6, we have an experienced team of
surety underwriting and risk management professionals that understand the complexity and risks of construction_ A team of people
that approach suretyship in a responsible and fair manner to evenly balance the interests of obligees and principals.
Aviva Insurance Company of Canada is a member company of Aviva Canada Inc., lNhich is one of Canada's leading property and
casualty insurance groups. Aviva Canada Inc. is a sLlbsidiary of Aviva ptc, the wolid's seventh largest financial services
organization 'lll'ith more than CDN$554 billion in assets and 56,000 emp'oyees around the globe.
Should you have questions about this document or about any Aviva surety bond, please contact us.
For more information aboutA'YiVa surety bonds, Vtsit the Surety see-tioR of our web site at WW'W.avivacanada.com
1hn.<IDQ1In...' ",nl"'''''''' It! ~,..~.~ wilh.~...1 a~aru......o..wr;unc...d ri.<t.-semcnll'Jft'>C"'ll'<. :>ndil ;.~",;"~M..,<I .........' _be ceMtnJOod ac,.lie<! I/!HJIl.lObepo:n"r.:o1'f bend orl<> .cr.a'ne
nsloa <>f cbh1;>UoM <>f.-y ~....-.. booo>4.
C.~",..;c:lo'l00.t A.",,, w..",.u C.....p"",- "f """",..t,,
JUL 26,2005 13:14
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Jul 26 05 01:45p RutherFord Contracting
, WSIB Wor\<:placeSa1etv&
Insu,irn", Bo,,,{ 200 FRONT STREET WEST
CSIWV' CD""",,,"ond,I,"""rire TORONTO ONTARIO
proiessiormelle et de l'assurance r
contrele,,,ocid.ntsduuav.;1 M5V 3J~ (4~6) 344-1012
1'-
Clearance Certificate
Certificat de decharge
CONTRACTOR
L'ENTREPRENEUR
The Workplace Safety and Insurance Board (WSI8>
hereby waives its rights under Section 141 of the
Workplace Safety and Insurance Act to hold the
Prindpal, that is in a contractual agreement with
the Contractor named. liable for any Section 141
liability of the Contractor for premiums and levies
of the WSIB owing now or within 60 days from the
date of this Certificate
RUTHERFORD CONTRACTING
LTD
27 CARIJICO DR
GORMLEY ON
LOH lGO
Par la presente. la Commission de la securite
professionnelle et l'aSSlJranCe contre les accidents
du travail (CSPAAT) renonce aux droits qui lui sont
conferes en vertLl de I'article 141 de la loi sur la
securjt~professionnelJe et l'assurance cantre les
accidents du travail et Qui I' autorisent a tenir
J'entrepreneur principal, qui a signe une entente
contractuelle avec J'entrepreneur dont Ie nom
tiguresur Ie present cenificat. responsable du
paiement de tout prime ou de toute somme que
J'entrepreneur est tenu de verser a la CSPAAT
immedfatement ou dans tes 60 jours suivant la date
indiquee sur ce certifieat.
THIS CERTIFICATE IS VALID FOR ALL CONTRACTS OF
THE NAMED CONTRACTOR DURING THE EFFECTIVE PERIOD
LE PRESENT CERTIFICAT EST VALIDE POUR TOUS LES CONTRATS PASSES PAR
LEDIT ENTREPRENEUR PENDANT LA PERIODE D 'APPLICATION DU CERTIFICAT
6481817
200795HN
Valid ~ whon signed by an authorized Officer of th" 'NSJ8.
Non vaJidesans Ja signclUTe d'un 8fJflnt autD,is~ de II) CSPAA T.
n%1WS'"7 ';- 'B"w~;t~eSa{~4.;-,.'i"'__i,~,,';i.J:-.y,_
~7'~^"', 'e:"''''~,,,,-~-:,,~~ ,,"rL~.'':'''~'.-',''?''2-:
?~. 'CUI:>llr.lI:.t.'_." "'-~""'."'."""'V..'.Y-'"
~1);.c ~', . ' "{;.=~::~~~*:':~
:';:'~<--'. '_. ,--...._-.--;2~~~~~.~~:f~'\~:.8
-~lt~we.'~rU7JD6i'etf!:~tt#~:.v!Qr:t.~f;:::,;t:;1....
~i~:.~~~;,I:-L"I~.J;A~;:,2i-:~~_,;;..~:'~:,;,c,;;.:_.J~9:1::
~:;;;.':5I~;{~J1J~ZOO'5;~~;:~'l'~~'l
~'V:.:;:';>~:~:..,:,.;~ ;.' . -. :';:l.;;--"~'.:;';;:~;",;,-,.: <:-::,~.-):~,~".,...::
AC(loullt No. f N~ de compte
Firm No. f N<' d'entteprlsc
Rate I T(Jux Description
Rate f Tau}I( Descfiption
4021099 INDUSTRIAL CONSTRU
4129002 PARK GROUNDS
!
Contract Description J DescffptWl'l au contrar
Cenificate No. / NO de c€rtificar
202~84579
M
Contact the WSIB if VOlJ Question the valii!Jity of this document.
Veui1/ez Communiquer l!vec fa CSPAA T sf 'tous dourez de /8 118#dite du present document.
0190C (07/99t
JUL 26,2005 13:15
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THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
TABLE OF CONTENTS; PAGE;
SCHEDULE (A) INSTRUCTIONS TO BIDDERS/
GENERAL CONDITIONS PAGE 5
SCHEDULE (B) STANDARD TERMS AND CONDITIONS PAGE 13
SCHEDULE (C) CONTRACTOR'S SAFETY - POLICY, PROCEDURES, PAGE 19
HEALTH & SAFETY PRACTICE FORM
SCHEDULE (D) TENDER FORM AND PRICING SCHEDULE PAGE 27
SCHEDULE (E) TENDER SUBMISSION, PROVISIONAL ITEMS,
AND INFORMATION SHEETS PAGE 32
SCHEDULE (F) AGRREMENT TO BOND PAGE 35
SCHEDULE (G) ADDENDUM NOTES, INFORMATION SHEET,
NOTICE OF NO BID PAGE 36
SCHEDULE (H) AGREEMENT BETWEEN OWNER!
AWARDED CONTRACTOR PAGE 39
SCHEDULE (I) INSTRUCTION TO BIDDERS AS PER CCDC 4 PAGE 42
SCHEDULE (J) GENERAL CONDITIONS OF THE
UNIT PRICE CONTRACT PAGE 43
SCHEDULE (K) SPECIFICATIONS PAGE 61
Page 2 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
CLOSING TIME & DATE:
2:00:00 P.M (LOCAL TIME)
Date: Friday, June 24, 2005
NOTICE TO BIDDERS
LATE BIDS WILL NOT BE ACCEPTED, BUT RETURNED UNOPENED TO
THE RESPECTIVE BIDDER
BIDS NOT SIGNED ARE SUBJECT TO REJECTION
BIDS MUST BE TYPED OR IN INK
ERASURES OR NOTICEABLE CHANGES MUST BE INITIALLED BY THE
BIDDER
BIDDERS MUST NOT INCLUDE RESTRICTIVE OR CONDITIONAL
STATEMENTS TO ALTER THE FORMAT OR INTENT OF THE TENDER
THE LOWEST OR ANY TENDER NOT NECESSARILY ACCEPTED
.
TENDER OPENING MEETING IS SCHEDULED TO TAKE PLACE AT 2:15:00 PM
AFTER THE CLOSING TIME AND DATE, IN MEETING ROOM #1, MAIN FLOOR,
40 TEMPERANCE STREET, BOWMANVILLE, ONTARIO, AND INTERESTED BIDDERS
ARE INVITED TO ATTEND.
.
TENDERS MUST BE RETURNED ON THE FORMS PROVIDED AND IN THE ENVELOPE
PROVIDED, CLEARLY MARKED AS TO CONTENTS, PRIOR TO THE CLOSING TIME
AND DATE.
Page 3 of 42
Tender CL 2005-26
Page 4 of 42
Tender CL 2005-26
THE CORPORAnON OF THE MUNlClPAUTY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPARKCnE
To: The Mayor and Members of Council
Corporation of the Municipality of Clarington
Re: Contract No. CL2005-26
Brookhouse Parkette
~'0'/
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 offer to furnish
all machinery, tools, apparatus, and other means of construction, furnish all materials, except as otherwise
specified in this Contract, and to complete the work in strict accordance with the said Plans, Provisions,
Specifications. and Conditions.
The Contractor understands and accepts that the quantities shown are approximate only, and are subject to
increase, decrease, or deletion entirely if found not to be required,
Attached to this tender is a bid deposit in the amount and form specified in Schedule A of Instructions to
. Bidders/General Conditions (BidlTender Deposit), make payable to the Owner. This cheque shall constitute a
deposit which shall be forfeited to the Owner if the successful Contractor fails to file with the Owner a 100%
Performance Bond, a 100% Labour and Material Payment Bond, satisfactory to the Owner within ten (10)
calendar days from the date of receipt of Notice of Acceptance of the Tender, and an agreement to bond
from company authorized to conduct business, in form acceptable to Municipality's Director of Finance.
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.
~~ t'''''-J::(:Je.Ac,nu..4- L'"[j;;:).
Name of Contractor
:2"f # .LV'nV"..n a6.
Address
~f2l4I.d1 cOt-l.
City! Province
1.oU (~
Postal Code
L~~
~1?x ~~_~d-,_U . v: ~.
Name and Position of Person Signing
Corporate Seal
Page 22 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPAUTY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
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
accidentJincident and/or Workplace Safety Insurance Board (WSIB) information noted below, where'
applicable.
. The New Experimental Experience Rating (NEER)
- The WSIB expe~~~.~~.~~.~~~.~~~~.~~~~.~~
. 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 aV~~I.~I~l~~~~-7~.~~.~~~~.~:.. ... .....
. 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).
~=~~rl~U:;;[~~~
Confirmation of Independent Operator Status
- The WSIB independent operator number assigned: ~ Ar'PL..lcML.E-
(Bidders to include the letter confirming this status and number from WSIB with their bid
submission).
Page 24 Df 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPAUTY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSEPARKETTE
SCHEDULE (C) CONTRACTOR SAFETY:
POLICY AND PROCEDURE Continued...
6. The contractor/successful tenderer shall indemnify and save harmless the Municipality:
a) from any loss, inconvenience, damage or cost to the Municipality which may
result from the contractor/successful tenderer or any of its employees, its
subcontractors or their employees failing to act safely or to comply in all respects
with the Act in the performance of any matters required pursuant to this
contractltender;
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 contractltender; 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 contractltender.
~~~lV-1I"'h.
Contractor
Slgn~~~
~.12{ ~..l'Sd.l~ v.~
Name of Person Signing for ontractor
.J~ EZ. ~~
Date
VVSII =:::B~,1&: 200 Front Street West
CSPAlU'..- Cornrnisslondell.Mqm~ Toronto.ON M5V 3J1
p.ofeulm'.t'.l!!!llel!l dl!1...l,.:rIU'lO!
<' C'C!I'\Uf:el'8::dali!l"l!.ciu In._
Experience Telephone:
Rating Section (416) 34....1016
1-B~63-6639
CAD-7 Calculations
Firm Name
Account No.
Firm No. Date
RUTHERFORD CONTRACTING LTD
6481817
200795HN 20SEP04
Firm's Injury Cost Data for CAD-7 Rates
98
99
00
01
02
03
Totai WSIB
Premlums($)
83 052
80,729
57,537
48 188
56,756
52 982
,
18,136.02
16 923.49
35,059.51
17,529.76
Year
Total
Average
Firm's Injury Frequency Data for CAD-7 Rates
Insurable Average WSIB !:.vg. Rate ~ed Actual Firm
Year Rate Eamings($} Assess. Derived Injuries' Frequency
Hr. Wage Person hours Frequency In/uries lridex
02 711 0 25.13 0 5.60 O.OOC 0
723 1,220,564 22.68 53,817 5.95 0.32U . 0
.
.
Total - 51.A17 n 1?r n
03 111 0 24.79 0 4.75 0; oDe 0
723 1.n59 631 22.02 48 1?1 5 08 0.?4~ 0
,
.,
Total 4R 171 o 244 0
\bfa'V 101,938 0.564 0 1. 000
, excluding Health Care Injuries
Rating Factor Firm Performance Index
1.000 0.995
Firm Experience Rating Adjustment($)
17,442.11 REBATE
<Y767A (08/04)
00.04602
Page 27 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
SCHEDULE (D) TENDER FORM:
TENDER FORM
Sealed Tenders for goods ondIor seMces Iisled beloW, submilleel on the forms and In the envelope provided, will be received by the otlice of the Clerk,
corporation of the Municipality of CIaringlon, 40 Temperance st., BowmanYilIe. Ontario. LlC 3M, until the closing lime and - indicaIed hereon.
CLOSING TIME AND DATE (Local Tome): Z:lIO:OO P.M. (local-,. DATE: Friday. June Z4, ZD05 Tender No: CL2lJ05.26
REFJPURCHASINGMANAGER: LauAnnBlrkell.............................................................. Dole:
Phone (905) 623-3379
Tendons ore __ for the folloWing goods/Mf1IIces and/or projects..-lfied herein and ~ docUments, pions and opeclfto..dtiu. oS. Complell! in full. aU
_ where provided and return one copy a_ set in the .....eIope"..,.-, Bid deposlIs and/or ogJeement \0 bond. W required, must accompony lender
............. ...-- some ....... and erweIope.
AU\ende18 must comply in IICCOl'dOf1Cewith ~.lerms and ""'_IS eel forth in on __. Succeafultendero must occept terms and
""'_IS of sut>seqUenl otliCIoI purchBSe order issued by the Corpondion of the MncipelIIy of CioIingIon unless - .... stipUlated. The - or any
tender not fia( 1y.c: -11tali
Tenders must comply and conform \0 eI reg__. terms condlioolS and Instruc:lions speclfIed in By-IIW -.,29 of the corpomion of the Municipollly of
CIIringIun.
Prioes tendered shoI1 be ~ In COnodion Funds, F .O.B. _notion, unless otherwloe Indicoled. 0I1I0ri0 ReIoin Soles Tax and the Federal Goods and
Servloes Tax, WoppIlceble. shoI1 be quoted as a sepIIIIe Item.
lfWe hereby _10 supply all necessary labour, moterIoIs, equipment, ~ and supel1lision \0 complete this conIrlICI, as per aU items, condillons, and
.,.ecifi<:oIion oet forth herein for the prices bid as -:
ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
UNIT
PRICE
TOTAL
PRICE
1. TOPSOIL STRIPPING & STOCKPILING
(200.00 CU. M. +/-), ROUGH GRADING (CUT
& FILL) INCLUDING THE IMPORTATION FIXED l1.&t;1. t4
OF 686.0 CU. M. OF APPROVED FILL FEE
2. TOPSOIL IMPORTATION (600 CU. M.) FIXED
& FINE GRADING FEE . ll.~.-
3. SUPPLY AND INSTALL SOD ~. II 1.z.~.U
AREAS AS PER DWG. L-4 4045.1 SQ.M. v
4. SUPPLY AND INSTALL ASPHALT
PATHWAYS AS PER DRAWINGS \~. ?/zo . (')1
L-3 & DETAIL #3IL-2 357.2 SQ.M. ~.07J ,/
5. SUPPLY AND INSTALL ASPHALT
SURFACE FOR BASKETBALL
COURT AREA AS PER DRAWING ~.~ ;:z~.W
L-3 & DETAIL #21L-2 86.0 SQ.M. v
6. PAINTING OF BASKETBALL AND
HOPSCOTCH COURTS AS PER LUMP ~~.4~ ~&.4-~
DETAILS#1/L-3 /L-2 SUM v'
Page 28 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPAUTY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPAR~E
ESTIMATED UNIT TOTAL
!m4 DESCRIPTION QUANTITY UNIT PRICE PRICE
7. SUPPLY AND INSTALL
BASKETBALLPOST,BACKBOARD
RIM, AND NET AS PER SITE
FURNITURE NOTES L-2 1 EACH 41~"'.U 41~~.Z
v
8. SUPPLY AND INSTALL
CONCRETE WALKWAY UNDER
GAZEBO AS PER DRAWING L-3
& DETAIL#1/L-2 28.3 SQ.M. 1~7.f& ~.~., /
9. SUPPLY AND INSTALL BENCHES
BY DUMOR (MODEL 131-6D-PL) I~~. -+!>
AS PER DETAIL #1-L-5 4 EACH 7~.~ ./
10. SUPPLY AND INSTALL
CONCRETE PADS FOR 2hZ.1/
BENCHES 2 EACH ~.4z ./
11. SUPPLY AND INSTALL WASTE
CONTAINERS BY DUMOR
(MODEL 85-22-PL) AS PER IZl1.~
DETAIL #2IL-5 1 EACH 1211.d)g ,./
12. SUPPLY AND INSTALL
CONCRETE PADS FOR
WASTE CONTAINERS 1 EACH Z:U . 11 ~.11 ../
13. SUPPLY AND INSTALL
PREFABRICATED GAZEBO AS
PER DETAIL#3IL-5 COMPLETE.
PROVIDE SHOP DRAWINGS AND LUMP ~.1~.""
OBTAIN ALL PERMITS, ETC. 1 SUM ~, 7~."" ./
14. SUPPLY AND INSTALL TWO (2)
CATCHBASIN TO MUNICIPALITY
OF CLARINGTON STANDARDS
AND APPROVAL 2 EACH 1t:?11.e,/ ~1%.cZ v
15. SUPPLY AND INSTALL RIGID
150mm OIA. STORM SEWER PVC
PIPE WITH CLASS'S' SEDDING
AS PER DETAIL#4/L-5 71.0 L.M. ~.k -?7~. 2:;. ../
16. SUPPLY AND INSTALL PLAY
AREA CONCRETE CURB AS ~I.~
PER DETAIL #6IL-5 52.4 L.M. ~ ,./
Page 29 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
ESTIMATED UNIT TOTAL
ITEM DESCRIPTION QUANTITY UNIT PRICE PRICE
* 17. SUPPLY AND INSTALL PLAY
AREA BASE AS PER
DETAIL #6IL-5 197.9 SQ.M. IliAc 2tJ.,~ . ~
v
18. SUPPLY AND INSTALL FLEXIBLE
100mm DIA. BIG '0' DRAINAGE ~.14 f2?g. If'
TILE AS PER DETAIL #5IL-5 55.1 LM. v
19. SUPPLY AND INSTALL
SPACENET 3030 (#142428A) LUMP ~,11?~ ~. 711? ~ ,/
BY LANDSCAPE STRUCTURES 1 SUM
20. SUPPLY AND INSTALL
STAND-UP SEESAW (#148638A) LUMP ~zga.7l7
BY LANDSCAPE STRUCTURES 1 SUM =72.~. 7Jr:7 ./
21. SUPPLY AND INSTALL
DOLPHIN RIDER (#135536A) LUMP '2.~ .~ ~.~
BY LANDSCAPE STRUCTURES 1 SUM v
22. PET WASTE STATION AS PER
SITE FURNITURE NOTES L-2 LUMP ~,~
AND DETAIL#5IL-2) 1 SUM I~, ez:, .,-
23. PLANTING:
23a. ACER RUBRUM 'ARMSTRONG' 7 60mm CAL q~ ~ 0/
23b. AMELANCHIER CANADENSIS 8 250cm HT ~ 2St72 ,/
23c. CERCIDIPHYLLUM JAPONICUM 4 60mm CAL q,1/ I~~ v
23d. GLEDITSIA TRIACANTHOS ~~
SHADEMASTER 6 60mm CAL I~ "
23e. MALUS 'MAKAMIK' 6 60mm CAL ~ 1&14- v
23f. QUERCUS PALUSTRIS 6 60mm CAL ~ ;:?O~~ .,-
23g. SORBUS THURINGIACA ~
'FASTIGIATA' 3 60mm CAL ~ "'"
23h. LARIX LARICINA 6 180cm HT ~I?; (~1~ v
23i. PICEA ABIES 6 18Dcm HT t.~'2 (~:2 v
23j. PICEA GLAUCA 3 180cm HT ~ (';~ v
2311. PICEA PUNGENS 'GLAUCA' 6 180cm HT ~ l~ ,/
Page 30 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPAR~
ESTIMATED UNIT TOTAL
mM DESCRIPTION QUANTITY Y!'3!!I PRICE PRICE
231. HEMEROCALLlS 'HYPER ION' 96 2 yr. cont. ~ l~~ '"
23m. HEMEROCALLIS 'GREEN FLUTER' 96 2 yr. cont. ~ 1~::2a "
23n. PLANTING MIX (400mm)
(AS PER PLANTING NOTES L-4 (Po. ~ I~.DI;;>
AND DETAILS #3IL-4) 24.1 CU.M. .....
230. PLANTING MULCH (100mm)
(AS PER PLANTING NOTES L-4 10:2 .t1')/ ~11.~
AND DETAIL #3IL-4) 6.0 CU.M. "
24. ELECTRICAL (including all materials LUMP 6701. fih
and labour) (See Electrical Dwg. L-6) SUM ~()..,. % -
25. MISCELLANEOUS:
(please specify)
SUBTOTAL (including p.s.t.) Of:- $ ~11.i?1'Z . c1 v
G.S.T. (extra) Dr- $ 1~.740.* ./
TOTAL BID PRICE 01' $ ~~, /9~."1
GUARANTEED DELIVERY OR COMPLETION CASH DISCOUNT
DATE UPON RECEIPT OF OFFICIAL ORDER ~o .t:?&C(~ AND TERMS lJeor ~ ~4-.
ORIGIN OF GOODS: GOODS TO BE SHIPPED
CITY & COUNTRY ~ v..~ . FROM CITY & COUNTRY c..~.
THE CORPORATION OF THE MUNICIPALITY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSEPARKETTE
ESTIMATED UNIT TOTAL
ITEM DESCRIPTION QUANTITY UNIT PRICE PRICE
26. AL TERNA TES:
(not included in overall price)
26a. SUPPLY AND INSTALL PLAY
AREA BASE (ALTERNATE) AS tRZ.~ \~. %:>. (,:2
PER DETAIL #71L5 197.9 SQ.M. v'
26b. CLEAN Fill IMPORTED
TO SITE CU.M. - ~.~
26c. TOPSOIL IMPORTED TO SITE CU.M. , 4~.~
The undersigned, tenderer agrees to supply and deliver IIlI goods and/or services for prices (5) tendered to the Corporation of the Municipellly of
Clarington in accoIdala wfth all 1ermS, speclflClKlons and conditions specified hlnin.
FIRM NAME: (Tendered).
~~ ~TI~ LfJ:?
TITlE:
~~1""1 ~1~~,
~~
DATE
ADDRESS:
2-7c!.fPt'l~ tA2:-.
~O~~ ~)J 1.o4 Ilk>
TELEPHONE NUMBER ~ 02'.e' ~ t<<
FP;X NUMBER: ~
Jl.J~ ~, ~
Page 32 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPAUTY OF CLAR1NGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
SCHEDULE "En:
TENDER SUBMISSION:
We hereby offer to fumish all materials, labour, induding all prime costs, allowances, and govemment sales
or other taxes (induding Goods and Services Tax and Provisional Sales Tax), permits and fees, all as
necessary for the proper installation and completion of all aspects of the entire projecI, for the sum of:
.'fa-'o 1-K.J1o-I~ T/-Hercq i~~ T!-kxJ~
-1 TOTAL TENDER PRICE (indudingG.S.T.) .&.Ul?~~ ~V' , Z~~.~
In submitting this Tender, we recognize that the Owner does not bind himself to accept the lowest or any
Tender and reserves the right to reject any or all tender submissions.
Upon receiving notification of Contract Ward, we agree to:
(a) commence work by date indicated, weather and site conditions permitting
(b) substantially complete all work in accordance with construction schedule
(c) make every effort to abide by the Owner's requirements for completion of work and to complete
the work in an orderty and efficient manner, without undue delays
(d) execute the Owner's standard form of Contract and General Conditions thereto
(e) fumish a Performance Bond of 100% of the work ($ ~. ttI2- 1, at our expense
for the project execution of the specified work, the said bonds to be issued by a Canadian company
satisfactory to the Owner.
Submitted by Principal or Owner of Firm: ~aE:J2T ~~
Name (please print)
~;'~AA~_ -
Corporate Seal:
THE CORPORATION OF THE MUNIClPAUTY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPARKCnE
SCHEDULE "E":
We the undersigned proposed to use the following Subcontractor(s) for the work indicated:
The following work will be executed
Under this Contract:
Name of Subcontractor
~ 1f f".,<<.v4l...~
~~~~~
~
~~t#~L
~L1L~J=".J
If the Bidder is an individual:
Firm Name:
Owner and Official Address:
If the Bidder is a Partnership:
Firm Name:
Official Address:
Name of all Parties:
If the Bidder is a Corporation:
Corporate Name: ~I-!j::o~.n ("......tV""~11~ L:r.t?
Official Address: '2.1 e,...pn'.... ~ ~. ~I..f'q ~ l/iI ~b
City and Province in which Incorporated:: ~I ~ ~o.
Page 33 of 42
Tender CL 2005-26
Page 34 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPARKETTE
SCHEDULE 'E":
Name, address, and title of Offices Authorized to sign contract:
&.Arz. I"JI.(.J ~.t:,f~. ~~
~~. t':1IJ..
.
.telt'..I.l..uzo .\.I-kL~ iJ&. \AI';', ~~J3:'l. rr
~~ ~~.~...~a;~
.J:1.~.jc'~V HI oU..
ut=",[)"-1.~..I:!'Y~"" ...-?U-
'"",
Page 35 of 42
Tender CL 2005-26
THE CORPORAnON OF THE MUNICIPALITY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
In Perfonnance Bond totalling ONE HUNDRED PERCENT (100%) of the CON CT amount, and Labour
and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of e CONTRACT amount, and
confonning to the Instruments of Contract attached hereto, for the full and e perfonnance of the works
showing or described herein, if the Tender for Contract No. CL2005-26 i ccepted by the Municipality of
Clarington.
SCHEDULE 'F' AGREEMENT TO BOND:
(TO BE COMPLETED BY BONDING COMPANY)
We, the Undersigned, HEREBY AGREE to become bound as Surety for
IT IS A CONDITION of this Agreement that if the above mentioned ender is accepted, application for a
Perfonnance Bond and a Labour and Material Payment Bond m t be made to the Undersigned within TEN
(1 0) DAYS of Notice of Contract Award, otherwise the Ag t shall be null and void.
Name of Binding Company
day of
2005.
DATED AT
Signature of Authorized Person
Signing for Bonding CompanY.
Position
Bonding Company Seal
"
i
(NOTE:
THIS FORM SHALL BE COMPLETED AND
ATTACHED TO THE TENDER SUBMISSION)
Page 36 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNIClPAUTY OF CLARlNGTON
PURCHASING OFFICE
BROOKHOUSEP~
SCHEDULE 'G':
ADDENDUM NOTES:
Re: Brookhouse Parkette
Name: ~ r/;>IJf~t11-& l.;W'
Address: "2:1 t?..L~tto ~. ~,~ aJ.~
Telephone: ~~ ~. ~
Date: v(.j....~.J ~. :?a;tb
To: Clerks Office
Corporation of the Municipality of Clarington
40 Temperance Street
Bowmanville, Ontario, L 1 C 3A6
(Tel) 905-623-3379
(Fax) 905-623-4169
Having examined the drawing numbers as indicated on the bid sheet, Instruction to Bidders, and
forms attached thereto, the general conditions, the specifications, inclusive and all agenda and
drawings issued during the period numbered and dated as follows:
Addendum No.
l.
dated
.J~ 10.~
Addendum No.
dated
Addendum No.
dated
Addendum No.
dated
Addendum No.
dated
All as prepared by Daniel J. O'Brien Associates Limited, Landscape Architects,
for the construction of:
BROOKHOUSE PARKETTE
Page 37 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNIClPAUTY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPARKCnC
SCHEDULE 'G':
INFORMATION SHEET
BIDDER'S REFERENCES
Year ~
Description of Contract U.LM~ f'~, kJ H treq .af...J..
Name of Organization 1Pto1--l IJf- d>U-rrGq
Contact Person AU~T.LI/Z. d"UI-!.~1VN. ~I~~ ~Sd1J' l;U:/.
Telephone Number 41~ ~<:?>0. ~
Value of Contract :ft> 41 Z. l"'Y2:>. -
Year ~
Description of Contract ~ tJ t.a6 ~~, ~~ tO~_
Name of Organization l?>>.ol\J OF ~.v.U:.klA
Contact Person
~~fOJ &\~~ I IC.&.Tl-I-I
.~.o0 410. ~M.
~ ~f1?,""""'-
~.
.
t?~eJJ. ~l~~.
Telephone Number
Value of Contract
Please provide detail as to bidder's financial responsibility, (banker, etc.), references, auditor's name
and address, etc.,
~ ~~r:J 41LL~ ))
CANADIAN STANDARD FORM OF
CONTRACTOR'S QUALlFICA nON STATEMENT
Project Title and Location:
BROOKHOUSEPARKETTE
CL2005-26
1. Submitted to:
Corporation of the Municipality of Clarington
Office of the Clerk
40 Temperance St.
Bowmanville ON LlC 3A6
2. Submitted by:
Name:
Address:
Phone:
Rutherford Contracting Ltd.
27 Cardico Drive, Gormley, Ontario
(90S) 888-9444
LOH IGO
Fax:
(905) 888-9445
3. Legal Structure of Contractor:
Year Established: 1971
Legal Entity: Corporation
Names and Titles of Officers, Partners, Principals:
A. Blair Chalmers, President & Principal
Richard Hawkins, Vice-President & Principal
George Gerrits, Vice-President & Principal
Robert Stephenson, Vice-President
26 Wellington Heights Court, Aurora, Ontario
70 Rose Way, Markham, Ontario
1785 Highway #9, Newmarket, Ontario
1099 Broughton Lane, Newmarket, Ontario
4. Financial References
Telephone No:
Bank of Nova Scotia
14720 Yonge Street, Aurora, Ontario L4G 7H8
Mr. Jim Wasyliw, Branch Manager
or Mr. Bruce Collier, Accounts Manager
(905) 727-2843 Fax (905) 727-1910
(a) Bank
Location:
Contact Person(s):
Contact Person(s):
Telephone No:
A viva Insurance Company of Canada
5140 Y onge Street, 18"' Floor, North York, Ontario M2N 6L 7
Ms. Katia Strongolos, National Surety Manager
(416) 228-2483 Fax: (416) 229-5429
(b) Bonding Company
Contact Person(s):
Telephone No:
Coverage:
$ 1,000,000.00 (Com. Gen)
$ 9,000,00000 (Umbrella)
Cosburn Griffiths and Brandham Insurance Brokers
120 Town Centre Boulevard South, Markham Ontario
Ms. Linda Handy
(905) 948-2622 Fax (905) 479-9164
(c) Insurance Agent.
Insurer: Lombard General Insurance
Insurer: Lombard General Insurance
Policy #: CBP0872032
Policy #: CBP0872032
(d) Workplace Safety & Insurance Board Firm No:
200795HN
5. Approximate annual value of construction work in Canada for the last six years.
2003 - $ 29.000.00000
2000 - $ 18.000.00000
2002 - $ 26,000.00000
1999 - $ 17,000.00000
2001 - $ 24,000,00000
1998 - $ 14,000,000.00
6. Principal projects completed in the past five years. Listed in Appendix A.
7. Similar or related projects completed. Listed in Appendix B.
8. Major construction projects underway this date. Listed in Appendix C.
9. Key office personnel proposed for the project; attach resumes of qualifications and experience.
Name:
A. Blair Chalmers, CET
Richard Hawkins
George Gerrits
Bob Stephenson, B.LA Tech.
Paul Kueneman, B.L.A. Tech.
Robert Tayler
Malcolm Schell, B.LA Tech.
John Roddis, BA, Cert. Hort., G.I.S.
Lynn A.c. Moulds, B. Tech
Anne Meisenheimer-Peppy
Kim Collard, CGA
Present Position:
President and Principal
Vice-President, Principal & Project Manager (Landscape Development)
Vice-President, Principal & Project Manager (Building Construction)
Vice-President & General Manager, Landscape Development
Landscape Sales and Estimating
Project Manager, Landscape Development
Project Manager, Landscape Development
Operations Manager & Project Manager, Landscape Development
Sr. Project Coordinator & Administrator
Project Administrator
Controller
10. Key site personnel proposed for the project; attach resume of qualifications and experience.
Name:
John Van Lierop
Mike Baker
Eric Timbers
Brian Logan
Dan Montanari
Cliff Sever
Gerry Nardone
Murray Stewart
Kevin Hall
Scott Mingay
Lori Potter
Present Position:
Superintendent - Expertise in all landscape facets
Superintendent - Expertise in building and landscape works
Lead Foreman - Expertise in Hard Landscaping & Heavy Equipment
Lead Foreman - Expertise in Hard Landscaping & Heavy Equipment
Lead Foreman - Expertise in Hard Landscaping & Heavy Equipment
Lead Foreman - Expertise in Hard Landscaping & Heavy Equipment
Lead Foreman - Expertise in Soft/Emergent Landscaping
Lead Foreman - Expertise in Finish carpentry
Foreman - Soft Landscape Installations
Foreman - Hard Landscape works
Foreman - Hard Landscape works
I hereby declare that the information provided is true and correct to the best of my knowledge.
Name: Paul Kueneman
Title: Estimator
Date:
Mondav Julv 4. 2005
Firm Name:
Rutherford Contracting Ltd.
.
AVIVA
AGREEMENT TO PERFORMANCE AND LABOUR
& MATERIAL PAYMENT BOND
BOND NO.: 83-1632-0073-05
NAME OF OWNER: CORPORATION OF THE MUNICIPALITY OF CLARINGTON
DESCRIPTION OF PROJECT:
CONSTRUCTION OF BROOKHOUSE PARKETTE
CONTRACT NO. CL2005-26
NOTWITHSTANDING ANY CONDITIONS set out in the specifications or contract to the contrary, it
is further understood and agreed that if this bid is successful and the contract awarded, the performance
bond will cover a one (1) year warranty on materials and workmanship from the date of Substantial
Performance of the contract.
We, the undersigned, hereby agree to become bound as surety for
RUTHERFORD CONTRACTING LTD.
(name of tenderer) in a Performance Bond in the sum of 100% of the contract amount, and a Labour and
Material Payment Bond in the sum of 100% of the contract amount, and conforming to the Instruments
of Contract for the full and due performance of the works shown and described herein, if the tender
attached hereto is accepted by the owner, and the bond is requested within 30 days from the date of
acceptance of the tender.
This Agreement to Bond shall be null and void unless an application for the said bond(s) is made within
30 days following the award of the contract.
Signed, sealed and dated this 17th day of June 2005
AVIV A INSURANCE COMPANY OF CANADA
~~ ~~seal}
Linda Handy, Attor y- -Fact
GA2789
A-295804101
Standard Construction Document
BID BOND
eeDe 220 - 2002
No. 83-1632-0073-05
Bond Amount $25,000.
RUTHERFORD CONTRACTING LTD. as Principal, hereinafter called the Principal, and AVIV A INSURANCE COMPANY OF CANADA a
corporation created and existing under the laws of Canada and duly authorized to transact the business of Suretyship in all Provinces and Territories
in Canada as Surety. hereinafter called the Surety, are held and firmly bound unto CORPORATION OF THE MUNICIPALITY OF
CLARINGTON as Obligee, hereinafter called the Obligee, in the amount of TWENTY FIVE THOUSAND Dollars ($25,000.) lawful money of
Canada. for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally.
WHEREAS, the Principal has submitted a written bid to the Obligee, dated 24th day of June in the year 2005.
for CONSTRUCTION OF BROOKHOUSE PARKETTE
CONTRACT NO. CL2005-26
The condition of this obligation is such that if the Principal shall have the bid accepted within the time period prescribed in the Obligee's bid
documents, or, if no time period is specified in the Obligee's bid documents, within ninety (90) days from the closing date as specified in the
Obligee's bid documents, and the Principal enters into a formal contract and gives the specified security, then this obligation shall be void; otherwise,
provided the Obligee takes all reasonable steps to mitigate the amount of such excess costs, the Principal and the Surety will pay to the Obligee the
difference in money between the amount of the bid of the Principal and the amount for which the Obligee legally contracts with another party to
perform the work if the latter amount be in excess of the former.
The Principal and Surety shall not be liable for a greater sum than the Bond Amount.
It is a condition of this bond that any suit or action must be commenced within seven (7) months of the date of this Bond.
No right of action shall accrue hereunder to or for the use of any person or corporation other than the Obligee Damedherein, or the heirs,
executors, administrators or successors of the Obligee.
IN WITNESS WHEREOF, the Principal and the Surety have Signed and Sealed this Bond dated 17th day of June in the year 2005
SIGNED and SEALED
RUTHERFORD CONTRACTING LTD.
in the presence of
R PHENSON
VICE.PRESIDENT
Name afperson signing
CGU2786
AVIV A INSURANCE COMPANY OF CANADA
~~ GkwL~
Linda Handv. Attornev-In-Fact
Name afperson signing
~~D~
Copyright 2002
Canadian Construction Documents Committee
(CeDC 220 - 2002 has been approved by the Surety Association of Canada)
Page 38 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
SCHEDULE 'G':
NOTICE OF "NO BID"
IMPORTANT - PLEASE READ THIS
QUOTErTENDER #
CLOSING DATE
It is important to the Municipality to receive a reply from all invited bidders. There is no obligation to submit a
quotation/tender, however, should you choose not to bid, completion of this form will assist the Municipality in
determining the type of goods or services you are interested in bidding on in the future.
INSTRUCTIONS
If you are unable, or do not wish to bid on this quotation/tender please complete the following portion of this
form. State your reason for not bidding by checking yes or no in the applicable line or by explaining briefly in
the space provided. It is not necessary to return any other quotation/tender documents. Just return this
completed form in the enclosed quotation/tender envelope prior to the official closing time and date.
Yes/No
1. We do not manufacture/supply this commodity
2. We do not manufacture/supply to this specification
3. Unable to quote competitively
4. Cannot handle due to present plant loading
5. Quantity~ob too large
6. Quantity/job too small
7. Cannot meet delivery/completion requirements
8. Agreements with distributors/dealers do not
permit us to sell directly
9. Licensing restrictions
Other reasons or additional comments:
Do ou wish to bid on these oods/services in the future? Yes/No
For Municipality Use Only
Do Not Write In This Space
Position:
Page 39 of 42
Tender Cl 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
SCHEDULE 'H':
AGREEMENT BETWEEN OWNERlTHE AWARDED CONTRACTOR:
(To be filled out when contract awarded)
The Drawings and Plans, Specifications, Information for Tenderers, Form of Tender, Special Provisions,
Instructions to Bidders, Performance and Maintenance Bonds, together with this Agreement form the
Contract in this matter.
THIS AGREEMENT, made (in triplicate) this
day of
,2005.
BY AND BETWEEN
Hereinafter called the Contractor
AND THE OWNERI
CORPORATION
Hereinafter called the Owner
WHEREAS the said Contractor submitted a Tender for
a copy of which is attached hereto, and
WHEREAS the said Tender was accepted by the said Corporation on the
day of
,2005
NOW THESE PRESENT WITNESS that the said Contractor does hereby covenant and agree with the said
Owner that is consideration of the covenants and payments to be made herein provided to comply with the
following:
1. To provide all materials, tools, equipment and labour of every kind required to do and perform the
whole of the work set out in the Plans and Tender, and in the most substantial and workmanlike
manner, according to the Schedule set out in the Information for Tenderers.
2. To indemnify and save harmless the said Owner and each of its officers, servants and agents from
and against all action, claims and demands which may be brought or made by any other part in
consequence of the performance of the said work or of the non-execution or imperfect performance
of such work.
Page 40 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
SCHEDULE 'H':
AGREEMENT BETWEEN OWNER/THE AWARDED CONTRACTOR:
(To be filled out when contract awarded)
3. To pay to the said Owner, on demand, ali lost costs, damages or expenses which may be paid,
sustained, or incurred by the said Owner or any of its officers, servants, or agents in consequence
of any said action, suit claim, lien, execution or demand as here in before stated in Clause 2 above,
and that in default of such payment, all such loss, costs, damages and expenses may be deducted
from any monies of the said Contractor then remaining in the possession of the said Owner on
account of this contract, or may be recovered from the said Contractor or the Surety named in the
bond hereto attached in any court of competent jurisdiction as money payable to such default.
4. And the said Contractor further agrees that in the event of any action as herein before stated in
Clause 2 above, to authorize and empower the said Owner or its Solicitor to defend, settle, or
compromise any such actions, suits, claims, executions or demands as the said Owner or its said
Solicitor may deem expedient, and hereby agrees to ratify and confirm all the acts of the said Owner
said Contractor may, at his own expense, take charge of and conduct the defence in the name of
the said Owner for any such actions, claims, or suit.
5. The said Owner covenants with the said Contractor that if the said work, including all extras in
connection therewith, shall be duly and property executed according to the terms and provisions of
this Contract, the said Owner will pay the said Contractor the contract price stated in the said Tender
(including all approved extras as provided in the Schedule of Prices forming part of this Contract) in
the manner specified as to hold backs and only upon estimates or certificates signed by the
Landscape Architect. It is hereby expressly provided that the granting of any estimate or certificate
or the payment of any monies thereunder, shall not be constnued as an acceptance of any defective
work or material, although the conditions of the same may not have been known to, or discovered by
the said Engineer at the time such estimate or certificate was granted, or money paid thereon.
6. The Contractor shall perform the Work required by the Contract Documents for
(insert here the title of the work and the project)
Which have been signed by the parties, and which were prepared by Daniel J. O'Brien Associates,
Acting as and hereinafter called the 'Consultant' and
(a) do and fulfill everything indicated by this Agreement, and
(b) commence the Work by the day of
, 2005 and attain
Substantial Performance Completion of the Work, as certified by the Consultant, by the
day of
,2005.
Page 41 of 42
fender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSEPARKETTE
SCHEDULE 'H':
AGREEMENT BETWEEN OWNERlTHE AWARDED CONTRACTOR:
ITo be filled out when contract awarded)
7. CONTRACT PRICE:
The Contract Price is
dollars
($
) in Canadian Funds, which price shall be subject to adjustments
as may be required in accordance with the provisions of the Contract Documents.
IN WITNESS the seal of the Contractor and the seal of the Corporation attested by the hands of their
Respective authorized officers on the date first above written.
CONTRACTOR
SEAL
Per
Office
CORPORATION
SEAL
Per
Office
COMPANY SEAL
Page 42 of 42
Tender CL 2005-26
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
PURCHASING OFFICE
BROOKHOUSE PARKETTE
SCHEDULE 'I':
INSTRUCTION TO BIDDERS AS PER DOCUMENT CCDC 4:
1. The following documents shall govern as the general conditions for this project:
Standard Construction Document CCDC 4
1982
Unit Price Contract
Available at: Toronto Construction Association
Construction Centre
(Tel) 416-499-4000
2. A copy of the document is enclosed herewith.
3. The 1982 Amendment to CCDC 4 shall integrally form part of the General Conditions.
(a) GC14 - Certificates and Payments
Substitute the new 1982 versions of GC14.12 and GC14.13. Add a new general condition
GC14.14.
(b) GC19 -Indemnification
Substitute the new 1982 versions of GC19.1, 19.2 and 19.3. Add a new general condition
GC19.14.
(c) GC14 -Insurance
Substitute the new 1982 versions of GC20.1(a).
4. The definitions for Unit Price Contract, CCDC No.4, 1982, File 00530 and 0720 are amended
as follows:
Definition Item NO.2 - Contract Documents
Add: The Contract Documents shall also include the Instructions to Bidders, the completed
tender as submitted by the successful bidder, the Schedule of Unit Prices and the
completed list of Subcontractors.
5. All Municipality of Clarington invoices are processed within 30 days of receipt of approved payment
certificate issued by the consultant, or owners representative. All references to payment terms in the
CCDC are hereby amended to reflect this.
SPECIFICATIONS
TABLE OF CONTENTS
Division 1- General Reauirements:
Section 01005
Section 01050
Section 01060
Section 01070
Section 01200
Section 01220
Section 01300
Section 01310
Section 01340
Section 01400
Section 01500
Section 01600
Section 01700
Section 01710
Section 01740
General Requirements
Lines and Levels
Regulatory Requirements
Abbreviations
Site Administration
General Instructions
Submittals
Construction Schedule
Shop Drawings, Product Data, Samples, Mock-up
Quaiity Control
Temporary Facilities
Products and Workmanship
Project Closeout
Cleaning
Warranties
Division 2 - Site Construction:
Section 02200
Section 02210
Section 02487
Section 02490
Section 02552
Section 02614
Section 02640
Section 02712
Section 02870
Earthwork
Topsoil and Finish Grading
Sodding
Trees, Shrubs and Ground Cover
Asphalt Paving
Concrete
Playground Area
PVC. Sub Drain
Site Furniture
Division 3 - Concrete:
Section 03300
Poured in Place Concrete
Division 5 - Metals:
Section 05100
Metal Fabrication (Gazebo)
Electrical:
Section 16010
Section 16020
Section 16030
Electrical - General Requirements
Electrical - Basic Materials and Methods
Electrical - Lighting Systems
I Division 1
GENERAL REQUIREMENTS
Section 01005
1. General
1.1 Comply with requirements of Standard Terms and Conditions and
Supplementary Terms and Conditions.
1.2 Division 1 requirements apply to all sections of work.
1.3 In case of conflict between Standard Terms and Conditions and Division 1
requirements, Standard Terms and Conditions shall govern.
2. Summary of Wwk
2.1 Provide all items, articles, materials, services and incidentals, whether or not
expressly specified or shown on drawings, to make finished work complete and
fully operational, consistent with the intent of the contract documents.
3. Examination
3.1 Examine the site and surrounding areas and be fully informed as to the
conditions and limitations under which the work has to be executed. Claims for
additional costs will not be entertained with respect to conditions, that could
reasonably have been ascertained by an inspection of the site prior to tender
closing
3.2 Prior to commencement of work, make careful examination of previously
executed work, existing conditions, levels, dimensions and clearances. Promptly
advise Project Manager of unsatisfactory preparatory work and substrate
conditions; commencement of work implies acceptance of conditions.
4. Division of Work
4.1 Work specified in the specification has been divided into technical sections for
the purpose of ready reference. Division of work among subcontractors and
suppliers is solely the contractor's responsibility and Project Manager assumes
no responsibility to act as an arbiter to establish subcontract limits between
sections or divisions of work.
5. Metric Project
5.1 This project is based on the International of System of Units (SI). Measurements
are expressed in metric (SI) units and depending on the progress made in the
various sectors of the industry are either hard or soft converted units.
5.2 All metric units specified shall be taken to the minimum acceptable unless
otherwise noted.
i Division 1
GENERAL REQUIREMENTS
Section 01005 I
5.3 1t is the contractors responsibility to C1L.1eck and verify witi:;", manufacturers aile
suppliers on the availability of materials and products in either metric or imperiai
sizes.
5.4 Where a material or product cannot be obtained in the metric size specified,
provide the next larger size available.
5.5 Where both metric and imperial sizes or dimensions are shown, the metric size
or dimension shall govern.
b. Protection
6.1 Ensure that no damage is caused to existing structures, buildings, foundations,
pavement, fences, curbs, grounds, plants, prcpert'-j, utilities, services, finishes
during the progress of work. Repair and make good any damage caused at no
extra cost to owner to the complete satisfaction of the respective property owners
and authorities having jurisdiction. Do not proceed with repairs or remedial work
without written permission of the Project Manager. Only trades specifically
capable of performing the work will be allowed to make remedial or repair work.
6.2 Keep municipal roads clean of mud and debns resulting from construction traffic.
6.3 Prevent soiling of pavement due to spillage, mixing of material or any other
cause. Make good any damages caused.
6.4 Protect new work from damage with suitable protective coverings.
7. Safety and Security
7.1 Be responsible for security of all areas affected by work of this contract until
taken over by owner. Take steps to prevent entry to the work by unauthorized
persons and guard against theft, fire and damage by any cause.
7.2 A regular full-time watchman is generally not required on site, but if in the opinion
of the Project Manager the work is not adequately protected by the contractor,
the owner may demand that a watchman be employed by the contractor at no
extra cost to the contract.
7.3 Maintain fire protection for work. Store paints and volatile substances in a
separate and controlled location and inspect frequently. Inspect temporary wiring
drop cords, extension cables for defective insulation or connections frequently.
Remove combustible wastes frequently. Prohibit smoking in areas where volatile
and flammable substances are used
I Division 1
GENERAL REQUIREMENTS
Section 01005 I
5,3 It is the contractor's responsibility to check and verify with manufacturers and
suppliers on the availability of materials and products in either metric or imperial
sizes,
5,4 Where a material or product cannot be obtained in the metric size specified,
provide the next larger size available,
5,5 Where both metric and imperial sizes or dimensions are shown, the metric size
or dimension shall govern,
6. Protection
6,1 Ensure that no damage is caused to existing structures, buildings, foundations,
pavement, fences, curbs, grounds, plants, property, utilities, services, finishes
during the progress of work, Repair and make good any damage caused at no
extra cost to owner to the complete satisfaction of the respective property owners
and authorities having jurisdiction, Do not proceed with repairs or remedial work
without written permission of the Project Manager, Only trades specifically
capable of performing the work will be allowed to make remedial or repair work,
6.2 Keep municipal roads clean of mud and debris resulting from construction traffic,
6,3 Prevent soiling of pavement due to spillage, mixing of material or any other
cause, Make good any damages caused,
6,4 Protect new work from damage with suitable protective coverings,
7. Safety and Security
7,1 Be responsible for security of all areas affected by work of this contract until
taken over by owner. Take steps to prevent entry to the work by unauthorized
persons and guard against theft, fire and damage by any cause,
7,2 A regular full-time watchman is generally not required on site, but if in the opinion
of the Project Manager the work is not adequately protected by the contractor,
the owner may demand that a watchman be employed by the contractor at no
extra cost to the contract
7,3 Maintain fire protection for work, Store paints and volatile substances in a
separate and controlled location and inspect frequently, Inspect temporary wiring
drop cords, extension cables for defective insulation or connections frequently.
Remove combustible wastes frequently, Prohibit smoking in areas where volatile
and flammable substances are used
I Division 1
GENERAL REQUIREMENTS
Section 01005 I
8. Use of Site and Premises
8.1 Accept full responsibility for the site from the time of contract award until
Substantial Performance of the work.
8.2 Check means of access and egress, rights and interests, which may be
interfered with. Do not block lanes, roadways, entrances or exits.
8.3 Where encroachment beyond property limits is necessary, make arrangement
with respective property owners.
9. Services and Utilities
9.1 Consult with utility companies and other authorities having jurisdiction to
ascertain the locations of existing services on or adjacent to site in a timely
fashion prior to work taking place on site.
9.2 Information as to the location of existing services, if shown on the drawings, does
not relieve the contractor of his responsibility to determine the exact number and
location of existing services.
9.3 Give proper notices for new services as may be required. Make arrangements
with authorities and utilities for service connections required.
9.4 Pay any charges levied by utilities or authorities for work carried out by them in
connection with this contract, unless specified otherwise.
9.5 Operate and maintain all utility systems affected by work of this contract, until the
owner thereof, has accepted the project or specific portions.
9.6 Report existing unknown services encountered during excavation to Project
Manager for instructions; cutback and cap or plug unused services. Be
responsible for the protection of all active services encountered and for repair of
such services encountered and for repair of such services if damaged.
10. Site Access
10.1 Site access to any component of the project is the contractor's fuli responsibility
to review during the tender stage and to include the necessary costs accordingly.
Upon completion, restore all access routes to original condition.
END
I Division 1
LINES AND LEVELS
Section 01050 I
1. Lines and Levels
1.1 Verify all elevations, lines, levels and dimensions as indicated and report any
errors, conflicts or inconsistencies to the Project Manager before commencing
work or as soon as discovered.
1.2 Accurately layout work and establish lines and levels in accordance with
requirements of contract documents.
1.3 Set up, maintain and protect permanent reference points and provide general
dimensions and elevations for all sections of work.
2. Dimensions
2.1 Check and verify dimensions wherever referring to work. Dimensions, when
pertaining to work of another section, shall be verified with section concerned.
Details and measurements of work, which is to fit or conform with work installed,
shall be taken at site.
2.2 Do not scale drawings. If there is ambiguity, lack of information or inconsistency,
immediately consult Project Manager for directions. Be responsible for extra
costs involved through disregarding of this notice.
2.3 While the contractor is responsible for own survey control, the owner reserves
the right to check completed work. Any discrepancy shall be addressed
immediately. Fully correct any work not built per plans.
END
i Division 1
REGULATORY REQUIREMENTS
Section 01060 I
1. Permits, Licenses, Fees
1.1 Where permits, licenses and inspection fees are required by authorities having
jurisdiction for specific trade functions, they shall be obtained and paid for by the
particular sub-trade responsible for that work.
2. Building Code By-laws, Regulations
2.1 Carry out work in accordance with requirements of the Ontario Building Code,
latest issue, including all amendments and revisions obtain all applicable permits
at no extra cost to the contract.
2.2 Comply with requirements, regulations and ordinances of other authorities having
jurisdiction.
2.3 Where it is necessary to carry out work outside property lines, such as sidewalks,
paving or concrete curbs comply with applicable requirements of municipal
authorities having jurisdiction.
2.4 Promptly submit written notice to Project Manager of observed variance of
Contract Documents from requirements of Building Code and authorities having
jurisdiction. Assume responsibility for work known to be contrary to such
requirements and performed without notifying Project Manager.
3. Safety Requirements
3.1 Be governed by pertinent safety requirements of Federal or Provincial
Govemments and of municipal bodies having authority, particularly the Ontario
Construction Safety Act, and regulations of Ontario Ministry of Labour, and work
in conjunction with proper safety associations operating under the authority of
Ontario Worker's Compensation Act.
3.2 Do not, in the performance of the work, in any manner endanger the safety or
unlawfully interfere with the convenience of the public.
4. Fire Protection Requirements
4.1 Refer to technical sections of specifications and drawings for fire protection
requirements.
4.2 Test methods used to determine fire hazard classification and fire endurance
rating shall be as required by the Ontario Building Code.
I Division 1
REGULATORY REQUIREMENTS
Section 01060 I
4.3 Upon request, furnish to the Project Manager with evidence of compliance with
project fire protection requirements.
5. Safety Regulations
5.1 The contractor shall ensure that all contract staff are trained under the provision
ofW.H.M.I.S. (Workplace Hazardous Material information System) regulations.
5.2 The contractor shall ensure that Material Safety Data Sheets are available for all
chemicals used on site.
5.3 The contractor shall conform to and enforce strict compliance with the
Construction Safety Act and regulations made under the act.
5.4 For purposes of the Occupational Health and Safety Act, the contractor will be
designated as the constructor for this project and will assume all of the
responsibility of the constructor set out in that Act and its regulations.
5.5 The contractor shall ensure that all necessary measures are taken to protect City
employees, general public and workers from injury.
END
I Division 1
ABBREVIATIONS
Section 01070 I
1. When the following abbreviations are used in the contract documents, they shall have
the meanings shown.
ABBREVIATION
MEANING
AA
ACI
ASTM
AWPA
AWS
CCA
CCRC
CEC
CFUA
CGA
CGSB
CIQS
CISC
CITC
CLA
CMHA
COFI
CPCI
CSA
CSC
CSI
CSPI
CUA
CWB
CWC
IES
LTIC
NBC
NBS
NLGA
NRCC
PCA
PCI
RAIC
ULC
The Aluminum Association
American Concrete Institute
American Society for Testing and Materials
American Wood Preservers Association
American Welding Society
Canadian Construction Association
Canadian Code for Residential Construction
Canadian Electrical Code
Canadian Fire Underwriters Association
Canadian Gas Association
Canadian General Standards Board
Canadian Institute of Quantity Surveyors
Canadian Institute of Steel Construction
Canadian Institute of Timber Construction
Canadian Lumbermen's Association
Canada Mortgage and Housing Corporation
Council of Forest Industries of British Columbia
Canadian Pre-stressed Concrete Institute
Canadian Standards Association
Construction Specification Canada
Construction Specifications Institute (USA)
Corrugate Steel Pipe Institute
Canadian Underwriter's Association
Canadian Welding Bureau
Canadian Wood Council
Illuminating Engineering Society
Laminated Timber Institute of Canada
National Building Code of Canada
National Bureau of Standards US DC
National Lumber Grades Authority
National Research Council of Canada
Portland Cement Association
Pre-stressed Concrete Institute
Royal Architectural Institute of Canada
Underwriters' Laboratories of Canada
END
I Division 1
SITE ADMINISTRATION
Section 01200 I
1. Pre-Construction Meeting
1.1 Immediately prior to construction, upon notification, attend at location of owner's
choice, pre-construction meeting along with authoritative representatives of
certain key subcontractors as specifically indicated in the conference notice.
1.2 Purpose of the meeting is as follows:
a) Review project communications procedures.
b) Review contract administration requirements including submittals,
payment and change order procedures.
c) Review construction schedule and identify all critical points on the
schedule for positive action.
d) Identify any product availability problems and substitution request.
e) Establish site arrangements and temporary facilities.
f) Revise any points, which require clarification.
2. Site Meetings
2.1 Prior to the commencement of the work the contractor, together with the Project
Manager, shall mutually agree to a sequence for holding regular "on site
meetings".
2.2 Organize all necessary site meetings. Ensure that persons, whose presence is
required, are present and that relative information is available to allow meetings
to be conducted efficiently.
2.3 The Project Manager will record minutes of each meeting and promptly distribute
copies to all participants not later than seven days after the meeting has been
held.
3. Supervision
3.1 Employ an experienced and qualified superintendent who shall devote his time
exclusively to the work of this contract and who shail be in complete charge of
the work from commencement to completion. A working foreman will not be
acceptable. The superintendent shall not be changed after commencement of
work without the Project Manager's approval.
I Division 1
SITE ADMINISTRATION
Section 01200 I
3.2 Supervise, direct, manage and control the work of ail forces carrying out the
work, including subcontractors and suppliers. Carry out daily inspections to
ensure compliance with the contract documents and the maintenance of quality
standards. Ensure that the inspection staff includes personnel competent in
supervising the mechanical and electrical trades if applicable.
4. Progress Record
4.1 Maintain, on site, permanent written record of progress of work. Record shall be
open to inspection by Project Manager at all times and a copy shall be fumished
to Project Manager upon request.
4.2 This record shail show weather conditions, dates of commencement, progress
and completion of various trades and items of work. Particulars pertaining to
erection and removal of forms, pouring of concrete and other critical or major
components as weil as number of employees of various trades and type and
quantity of equipment employed daily shall be noted.
4.3 Display a copy of the construction schedule on site from start of construction to
completion. Superimpose actual progress of work on schedule at least once
each week.
5. Record Drawings
5.1 Obtain and keep on site at ail times, a complete and separate set of black line
white prints.
5.2 Note clearly, neatly, accurately and promptly as the work progresses, ail
architectural, structural, mechanical and electrical changes, revisions and
additions to the work and deviations from the contract documents.
5.3 Accurate location, depth, position, size and type of concealed and underground
services, both inside and outside, shall be included as part of these record
drawings.
5.4 Record drawings shail be available for review at each site meeting.
5.5 Refer to Section 01700 for requirements on submission of record drawings.
6. Documents on Site
6.1 The contractor shail at all times have in his possession a complete set of contract
documents (drawings and specifications) with ail addenda, site instructions,
change orders, reviewed shop drawings and samples, colour schedule, paint
materials schedules, hardware list, progress reports and meeting minutes.
END
GENERAL INSTRUCTIONS
Section 01220
PART I - GENERAL
1.1 Scope of Work .1 Complete all work as described in the general conditions,
specifications, drawings and details. See Instruction to
Bidders.
1.2 Definitions 1 Owner: See Instruction to Bidders.
" The contract administrator on this contract is as outlined in
.~
Schedule A Do not take instructions from any other
person than the identified contract administrator.
1.3 Work Schedule 1 All work must be carried out in a continuous time period
and be completed within the time stipulated in the
Schedule A
.2 When requested by the Owner or Consultant, submit a
written work schedule showing the timing of all phases of
the work.
1.4 Co-operation and
Co-ordination .1 Contractor and Subcontractor shall be familiar with
each other's work, wherein it affects their own.
.2 Co-operate with all parties doing work on this project
to permit proper execution of the work.
.3 Co-ordinate work with other parties and give timely
instructions and information, in writing, relating to the
requirements for surfaces, materials, and insets which
affect the work of other trades.
1.5 Submittals .1 Be prepared to submit samples of any or all specified
materials if requested by the Owner, prior to
starting construction.
1.6 Job Conditions I Report in writing to the Owner, prior to commencing
work any conditions or defects encountered on the site
upon which the work depends and which may adversely
affect the performance of the work
" Do not commence work until such conditions or
GENERAL INSTRUCTIONS
Section 01220
defects have been investigated and corrected.
.3 Commencement of work implies acceptance of surfaces
and conditions. No claim for damages or resulting extra
work will be accepted except where such conditions cannot
be detennined prior to construction.
.4 Before starting work on neighbouring properties, where
shown on drawings, obtain pennission from owners and
install hoarding and snow fencing. Maintain during
construction period and remove upon completion of work.
.5 Be responsible for restoration of existing conditions of
adjacent properties. In aU cases, blend with existing
conditions.
.6 Any item not specificaUy mentioned in the foUowing
descriptions or shown on the drawings but implied or any
item required to complete the work, will be considered to
be included in the total price.
1.7
Utilities
.1
Before commencing work establish location and extent of
all utility lines, including site lighting, in the area of any
excavations.
.2 The contractor is responsible for the repair fo aU damage to
underground utilities resulting from his operations where
such utilities are able to be located by the appropriate
authorities.
.3 Record locations of existing re-routed and abandoned
utility lines and provide the Owner with drawings showing
these locations at the completion of the work.
1.8
Permits, Inspection
& Approval Certificates
.1
Be responsible for all permits, tests and certificates, as
required by the local Municipality. Pay all costs.
.2 Copies of inspection/approval certificates must
accompany any InVOIces.
GENERAL INSTRUCTIONS
Section 01220
.3 Where required by the Ministry of the Environment or
the local Municipality, have all fill, which is being
removed from the site, tested for contaminants by a testing
company acceptable to the Owner. Pay all costs.
.4 Extra costs for removal of contaminated fill will be
paid in accordance with the contract unit prices.
1.9 Site Access
.1 The Contractor shall understand and agree that the
utmost co-operation with other Contractors must be
provided. The Contractors shall not obstruct roadways,
driveways and parking areas, thereby delaying or curtailing
the work of others or the use by the Owner or Consultant or
the right of access by the public.
.2 Only those vehicles required for the carrying out of
work shall have access to the site.
1.10 Temporary Roads and Walks
. I Where required, provide, construct and maintain
temporary surfaces to allow pedestrian and vehicular
access to walkways, all adjacent roads, local residences and
school buildings
.2 Provide temporary culverts, if required
.3 Provide and erect directional and warning signs,
barriers and the like, where required.
.4 Upon completion of work, remove same and make
good existing surfaces and structures.
.5 Do not use roads, walkways, or road or walkway beds
for the storing of topsoil or equipment
GENERAL INSTRUCTIONS
Section 01220
1.11 Temporary Sanitary' Facilities
.1 Provide sanitary facilities for the use of all
engaged on the job site in accordance with the
requirements of any Provincial and Municipal
regulations controlling such installations.
1.12 Temporary Utilities
. I Be fully responsible for the installation, maintenance
and removal after completion, of all temporary utilities
required for the execution of the work
.2 Obtain pennits and pay all costs relating to such services
1.13 Compound, Site Office and Storage Shed
.1 If requested by the Owner or Consultant, provide
fenced-in Contractor's compound for an office and the
storage of necessary materials for construction, in an area
so designated by the Owner or Consultant.
.2 The Contractor and Subcontractors shall provide
their own work shops and storage shed fo the entire length
of construction.
1.14 Construction Equipment
. I Assume complete responsibility for the
construction, strength, placing and operation of any
mechanical contrivance used for the work of this contract,
to ensure that any load supported therein can be carried out
safely and be free from accidents to all persons. The
Contractor shall save harmless the Owner, his agent and the
Consultant.
.2 Submit to the local authorities, information concerning
the sequence of erections, details and the timing of
permanent connections, shoring, temporary bracing and
location oflifting equipment. Be resDonsible for all costs
incurred.
GENERAL INSTRUCTIONS
Section 01220
1.15 Lines and Levels
.1 Existing grades and other known conditions fo the site
have been shown on the drawings.
.2 Be fully responsible for the complete layout of all lines
and levels required for the execution of the work.
.3 Benchmarks and survey monuments established by an
accredited surveyor shall be maintained. Replace any
such monuments which have been disturbed or destroyed.
.4 VerifY elevations, lines, levels and dimensions as
indicated and report errors, any conflicts, or
inconsistencies to the Consultant before commencing
work or as soon as discovered.
.5 Accurately layout work and establish lines and levels
in accord with requirements of Contract Documents.
.6 Set up, maintain and protect permanent reference point
stakes set 5 m O.c. and provide general dimension and
elevations for all Sections of Work as per Grading Plans.
.7 All layout work by the Contractor will be subject to
checking and the approval of the Owner or Consultant.
The approval of layout work by the Owner or Consultant
shall not relieve the contractor of his responsibility for the
correctness of the work
1.16 Dimensions
.1 Check and verifY dimensions wherever referring to work
Dimensions, when pertaining to work of another Section,
shall be verified with section concerned. Details and
measurements of work which is to fit or conform to work
installed shall be taken at site.
GENERAL INSTRUCTIONS
Section 01220
1.17 Protection
.1 Grade around excavations to prevent surface water runoff
into excavated area.
.2 Protect excavations and excavated material from freezing.
.3 Provide and operate as many pumps as required to keep
excavations free of standing water at all times.
.4 Should bottoms of excavations be damaged by weather or
should softening occur, remove softened material and
replace with approved granular fill material at no extra
cost.
.5 Protect all trees and planting areas that are to remain in
accordance with the General Conditions.
.6 Erect suitable safety barriers as required around all
excavations to make the site safe for pedestrians
1.18 Handling and Storage of Materials
.1 Store packaged materials in original undamaged condition
with manufacturer's labels and seals intact.
.2 Store packaged materials, sand and manufactured items off
the ground on approved supports. Cover each pile with
weatherproof covering.
.3 Stack units to permit circulation of air and to prevent
damage to units.
.4 Prevent damage to materials during handling, storage and
erection Damaged materials will be rejected for use. The
Contractor will remove rejected materials from the site at
his expense.
.5 Ensure that all Subcontractors have included their tenders
for the supply and payment of costs for all equipment,
GENERAL INSTRUCTIONS
Section 01220
handling and cartage required for the complete installation
of the work of their particular trade
.6 Equipment shall include all hand and power tools and other
items necessary for installation of work.
.7 Handling shall include all methods of moving the materials
and equipment to and from the point of fabrication or
supply and the job site.
.8 Cartage shall include all methods of conveyance required
to deliver the materials and equipment to and from the
point offabrication or supply and the job site.
.9 If the Contractor permits the use of his facilities by
Subcontractors, he shall establish his terms of use directly
with them.
1.19 Substitutions
.1 All substitutions of any material or manufactured items
called for on the drawings, details or specifications must be
approved in writing by the Owner or Consultant before use.
See Instructions to Bidders.
.2 Requests for substitutions of a manufactured item must be
accompanied by sufficient technical data and testing
information to substantiate the claim that the item is equal
to that specified.
1.20 Contract Documents
.1 Consider the specifications for this project as an integral
part of the plans which accompany them and neither the
plans nor the specifications shall be considered alone.
Consider any item, which, if omitted in the other, as
properly and sufficiently specified. If the specifications
and the plans should conflict, the Owner or Consultant is to
determine whether the specifications or the plans apply for
the point of conflict before work proceeds.
.2 Maintain on the site, at all times, during construction, one
(1) complete set of drawings, specifications and approved
GENERAL INSTRUCTIONS
Section 01220
shop drawings as well as approved change orders and any
approved sketches and instructions issued during the
construction period
.3 Clearly mark on drawings all changes in red, revisions, and
site conditions which affect the work and in such a manner
that, upon completion of work, one complete set of "as
built" drawings is available. This includes the accurate
position of concealed and underground services.
.4 Keep "as built" set in good order and submit a complete set
of "as built" drawings in Autocad format to the Consultant
upon completion of work.
1.21 Inspection
.1 Give timely notice when any phase of the work is ready for
inspection and notice in writing when the work is
completed and ready for final inspection.
.2 All materials are subject to inspection by the Owner or
Consultant upon arrival on the site. Any materials not
meeting the specifications will be rejected and must be
removed from the site immediately.
1.22 Maintenance
.1 Maintain all parts of the work form the time of installation
until final acceptance.
.2 Report immediately, in writing to the Owner, all incidents
of damage to the installation by vandals, prior to
acceptance.
1.23 Guaranteel\V arranty
.1 GuaranteeIW arranty all work, Plant material, etc. for a
period of one (1) year, for the date of substantial
completion acceptance. During the guaranty/warranty
period, repair, replace or otherwise remedy all defects due
to faulty materials or workmanship.
GENERAL INSTRUCTIONS
Section 01220
.2 Each guaranty shall show the following
a. Name and address of owner
b. Name of project and project number
c. Name and address of Contractor, Subcontractor
d. Dates of corrunencement and termination of
guaranty period
e. A clear definition of what is being guaranteed and
what remedial actions will be undertaken during the
guaranty
f The signature and seal of the company issuing the
guaranty. When the guaranty affects a
subcontractor and/or supplier, the guaranty shall be
signed and sealed by the Contractor, the
Subcontractor and/or supplier
1.24 Failure to Achieve a Satisfactory Standard
. 1 If the Contractor fails to achieve an acceptable rate of
progress and/or standard of workmanship, the Consultant
reserves the right to have the work completed by other
persons and to deduct the cost incurred from the agreed
upon contract price.
1.25 Safety
.1 Keep the site clean and useable by the residents at all times.
.2 Where required, provide temporary walkways, stoops,
steps, and handrails to maintain safe access to the
buildings.
1.26 Clean up
.1 At the completion of the work each day, remove all debris,
garbage and surplus material.
GENER.\L INSTRUCTIONS
Section 01220
.2 Power sweep paved surfaces to remove earth
contamination resulting from construction activities prior
to final acceptance.
.3 Clean out all catch basins and manholes within the
construction area immediately before final acceptance.
Remove all debris.
1.27 Make Good
. I Make good all damage resulting from work carried out
under this contract. Restore and blend to match
surrounding existing conditions.
1.28 Inspectionrrakeover Procedures
. I Prior to application for certificate of Substantial
Performance Acceptance, carefully inspect the Work and
ensure it is complete, that major and minor construction
deficiencies are complete and/or corrected and the site is
clean and in condition for use. Notify the consultant, in
writing, or satisfactory completion of Work and request an
inspection.
.2 During the Consultant's inspection, a list of deficiencies
and defects will be tabulated. Correct same.
.3 When the Consultant considers deficiencies and defects
have been corrected and it appears requirements of the
Contract have been performed, make application for
certificate of Substantial Performance
End of Section
I Division 1
SUBMITTALS
Section 01300 I
1. General
1.1 Unless specified otherwise, make all submissions to the Project Manager at his
office.
1.2 Make all submissions required by the contract documents with reasonable
promptness and in orderly sequence so as to cause no delay in the work.
2. Related Work
2.1 Submission of maintenance and record documents: Section 01700 - Project
Closeout.
2.2 Submission of maintenance materials: Section 01700 - Project Closeout.
3. Construction Schedule
3.1 Within 7 days after award of contract submit, in form approved by Project
Manager, construction schedule for work of entire contract.
3.2 Show in schedule start and completion times of each item of work, including
erection and dismantling of temporary services.
4. Shop Drawings
4.1 Submit shop drawings required by contract documents.
4.2 Prepare shop drawings in metric measurements only. Shop drawings containing
imperial measurements will be rejected.
4.3 Unless otherwise directed by the Project Manager, submit the following number
of prints for each shop drawing required:
a) Landscape Architectural shop drawings: 2 prints.
b) Structural, mechanical, electrical shop drawings: 3 prints.
4.4 Shop drawings, which require the approval of a legally constituted authority
having jurisdiction, shall be submitted by the contractor to such authority for
approval. Such shop drawings shall receive final approval of authority having
jurisdiction before Project Manager's final review.
I Division 1
SUBMITTALS
Section 01300 I
4.5 No work requiring a shop drawing submission shall be commenced until the
submission has received Project Manager's final review.
4.6 The Project Manager's review is for the sole purpose of ascertaining
conformance with general design concept. This review shall not mean that the
Project Manager approves the detail design, which is inherent in the shop
drawings, responsibility for which shall remain with the contractor submitting
same, and this review shall not relieve the contractor of his responsibility for
meeting the 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 sub-trades.
5. Samples
5.1 Submit samples required by contract documents and as directed by the Project
Manager.
5.2 Unless indicated otherwise, submit samples in duplicate.
5.3 Submit samples with identifying labels bearing material or component
description, manufacturer's name and brand name, contractor's name, project
name, location in which material or component is to be used, and date.
5.4 Prepay any shipping charges involved for delivering samples to destination point
and retuming to point of origin if required.
5.5 No work requiring a sample submission shall be commenced until the submission
has received Project Manager's final review.
END
CONSTRUCTION SCHEDULE
Section 01310
PART I - GENERAL
1.1 Schedule
.1 Within 10 days of Contract Award, submit, in format acceptable
to Consultant, four copies of construction schedule.
.2 Set up format to permit plotting of actual progress against scheduled
progress.
.3 Schedule shall show:
.1 Commencement and completion dates of Contract.
.2 Commencement and completion dates of stipulated
stages if any.
.3 Commencement and completion dates of each trade.
.4 Order and delivery times for hard and soft materials
and other equipment where possible.
.5 Any other information relating to the orderly progress
of Contract, considered by Contractor to be pertinent.
2.0 Updating and Monitoring
.1 Consultant together with Contractor shall review construction
progress once a month during regular site meeting or more often
as directed by Consultant.
.2 Update construction schedule, whenever changes occur, in manner and at
times acceptable to Consultant
.3 Plot actual progress on construction schedule at least once a week.
.4 Submit copy of updated schedule to Consultant once a month concurrently
with application for payment
End of Section
SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND MOCKUPS
Section 01340
PART I - GENERAL
.1 This section specifies general requirements and procedures for contractor's
submissions of shop drawings, product data, samples and mock-ups to
Landscape Architect for review. Additional specific requirements for
submissions are specified in individual sections of Divisions.
.2 Do not proceed with work until relevant submissions are reviewed by
Landscape Architect.
.3 Present shop drawings, product data, samples and mock-ups in SI Metric
units.
4 Where items or information is not produced in SI, Metric units converted
values are acceptable.
.5 Contractor's responsibility for errors and omissions in submission if not
relieved by Landscape Architect's review of submissions
.6 NotifY Landscape Architect, in writing at times of submission, identifYing
deviations from requirements of Contract Documents stating reasons for
deviations.
.7 Contractor's responsibility for deviations in submission from requirements of
Contract Documents if not relieved by Landscape Architect's review of
submissions, unless Landscape Architect gives written acceptance of specific
deviations.
.8 Make any changes in submissions which Landscape Architect may require
consistent with Contract Documents and resubmit as directed by Landscape
Architect.
.9 NotifY Landscape Architect, in writing, when resubmitting, of any revisions
other than those requested by Landscape Architect.
PART II - SUBMISSION REQUIREMENTS
.1 Coordinate each submission with requirements of work and Contract
Documents. Individual submissions will not be reviewed until all related
information is available.
.2 Allow three (3) days for Landscape Architect's review of each submission.
SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND MOCKUPS
Section 01340
.3 Accompany submissions with transmittal letter, in duplicate, containing:
. 1 Date
.2 Project title and number.
.3 Contractor's name and address.
.4 Identification and quantity of each shop drawing, product
data and sample.
.5 Other pertinent data.
.4 Submissions shall include:
.1 Date and revision dates.
.2 Project title and number
.3 Name and address of:
.1 Subcontractor.
.2 Supplier.
.3 Manufacturer.
.4 Contractor's stamp, signed by Contractors authorized
representative certifYing approval of submissions, verification
of field measurements and compliance with Contract
Documents.
.5 Details of appropriate portions of Work as applicable:
.1 Fabrication
.2 Layout, showing dimensions, including identified
field dimensions, and clearances.
.3 Setting or erection details.
.4 Capacities.
.5 Performance characteristics
.6 Standards.
.7 Operating weight.
.8 Wiring diagrams.
.9 Single line and schematic diagrams.
.10 Relationship to adjacent work
.5 After Landscape Architect's review, distribute copies.
PART ill - SHOP DRAWINGS
.1 Shop drawings, original drawings, or modified standard drawings
provided by Contractor, to illustrate details of portions of Work, which
are specific to project requirements.
.2 Maximum sheet size: 600 x 900 mm.
SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND MOCKUPS
Section 01340
.3 Submit shop drawings as follows:
. 1 600 x 900 mm one reproducible transparency on plastic film
And one opaque diazo print.
.2 279 x 203 mm and smaller photocopy paper
.4 Cross-reference shop drawing information to applicable portions of Contract
Document.
PART IV - PRODUCT DATA
.1 Product data: manufacturers catalogue sheets, brochures, literature,
performance charts and diagrams, used to illustrate standard manufactured
products.
.2 Submit two (2) copies of product data.
.3 Sheet size: 215 x 280 mm, maximum of3 modules.
.4 Delete information not applicable to project.
.5 Supplement standard information to provide details applicable to project.
.6 Cross-reference product data information to applicable portions of Contract
Documents.
PART V - SAMPLES
.1 Samples: examples of materials, equipment, quality, finishes, workmanship
.2 Where colour, pattern or texture is criterion, submit full range of samples.
.3 Reviewed and accepted samples will become standard of workmanship and
material against which installed work will be verified.
PART V1- MOCK-UPS
.1 Mock-ups: field-erected example of work complete with specified materials
and workmanship.
.2 Erect mock-ups at locations acceptable to Landscape Architect.
.3 Reviewed and accepted mock-ups will become standards of workmanship and
material against which installed work will be verified.
SHOP DRAWINGS, PRODUCT DATA, SAMPLES Al'ID MOCKUPS
Section 01340
1.1 General
.1 Unless specified otherwise, make all submissions to the Owner at his office.
.2 Make all submissions required by the Contract Documents with reasonable
promptness and in orderly sequence so as to cause no delay in the work
1.2 Related Work
.1 Submission of maintenance and record documents: Section 01700.
.2 Submission of maintenance materials: Section 01700.
1.3 Construction Schedule
.1 Within 7 days after award of Contract, submit, in form approved by Owner,
construction schedule for work of entire Contract.
.2 Show in schedule, start and completion times of each item of work, including
erection and dismantling of temporary services.
1.4 Shop Drawings
.1 Submit shop drawings required by Contract Documents, in accord with
requirements ofGC 34.
.2 Prepare shop drawings in metric measurements only. Shop drawings containing
imperial measurements will be rejected.
.3 Unless otherwise directed by the Consultant, submit one reproducible
transparency plus the following number of prints for each shop drawing required:
1. Landscape Architectural shop drawings: 2 Prints.
2. No work requiring a shop drawing submission shall be commenced until the
submission has received Consultant's final review.
SHOP DRAWINGS, PRODUCt DATA, SAMPLES AND MOCKUPS
Section 01340
3. The Consultant's review is for the sole purpose of ascertaining conformance
with the general design concept. This review shall not mean that the
Consultant approves the detail design which inherent in the shop drawings,
responsibility for which shall remain with the Contractor submitting same, and
this review shall not relieve the Contractor submitting same, and this review
shall not relieve the Contractor of his responsibility for meeting the
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.
1.5 Samples
.1 Submit samples required by Contract Documents and as directed by the
Consultant.
.2 Unless indicated otherwise submit samples in duplicate.
.3 Submit samples with identifYing labels bearing material
or component description, manufacturer's name and brand name, Contractor's
name, project name, location in which material or component is to be used
and dated.
.4 Prepay any shipping charges involved for delivering
samples to destination point and returning to point of origin if required.
.5 No work requiring a sample submission shall be commenced until the
submission has received Consultant's final review.
End of Section
I Division 1
QUALITY CONTROL
Section 01400 I
; . General
1.1 Requirements specified in this section apply to inspection and testing of work
specified under technical specification sections.
1.2 Materials inspection and testing will be undertaken by the Municipality of
Clarington Materials Testing lab or co-ordinated with other agencies as required.
1.3 The contractor is responsible for costs associated with the co-ordination of
inspections and testing as described in sub-section 3.3. The Municipality will
cover costs for administration and materials testing for testing completed by the
Municipality. The contractor is responsible to cover costs for subsequent testing
of failed work. Such costs will be deducted from the contract price.
1.4 Failure by an independent testing agency to detect defective work or materials
shall not in any way prevent later rejection, when such defect is discovered, nor
shall it obligate the Project Manager for final acceptance
2. Duties & Authority of Testing Agency
2.1 Testing agency is expected to do the following:
a) Act on a professional and unprejudiced basis and carry out inspection
and testing functions to establish compliance with requirements of
contract documents.
b) Check work as it progresses and prepare reports stating results of tests
and conditions of work and state in each report whether specimens tested
conform to requirements of contract documents, specifically noting
deviations.
c) Distribute reports as follows: Project Manager - two (2) copies
Contractor - two (2) copies
2.2 Testing agency is not authorized to amend or release any requirements of
contract documents, nor approve or accept any portion of work.
2.3 Contractor shall do the following:
a) Notify testing agency minimum 48 hours in advance of operations to allow
for assignment of personnel and scheduling of tests without causing delay
in work.
b) Provide testing agency with access to work at all times.
c) Supply material samples for testing.
I Division 1
QUALITY CONTROL
Section 01400 I
d) Supply casual labour and other incidental services required by testing
agency.
e) Provide facilities for site storage of samples.
2.4 When initial inspection and testing indicates non-compliance with contract
documents, any subsequent re-inspection and re-testing occasioned by non-
compliance shall be performed by same testing agency and costs thereof borne
by contractor.
END
I Division 1
TEMPORARY FACILITIES
Section 01500 I
1. General
1.1 Provide all temporary facilities and controls required for the proper execution of
the work.
1.2 Provide and maintain temporary systems in accordance with applicable
regulations and requirements. Arrange for, obtain and pay for any permits
required.
1.3 Location of temporary facilities shall be subject to Project Manager's approval.
2. Temporary Electricity, Lighting and Water
2.1 Provide temporary electrical lighting and power system and potable water for use
by all sections.
2.2 Arrange, obtain and pay for service including meter, if required, of sufficient size
to allow use of required tools and equipment and to ensure adequate lighting
levels for the proper execution of work.
2.3 Install and maintain temporary electrical systems in accordance with
Construction Safety Association's "Temporary Wiring Standards on Construction
Sites", the Ontario Electrical Code and other authorities having jurisdiction.
3. Temporary Heating
3.1 Fumish equipment, labour and fuel to provide temporary heat as required for
proper execution of work.
4. Temporary Telephone
4.1 Provide telephone service for duration of contract until completion. A mobile
phone is acceptable.
4.2 Make telephone available to all sections. Long distance calls shall be paid for by
the party making the call.
5. Temporary Sanitary Facilities
5.1 Provide toilet facilities for all personnel on site.
5.2 Keep facilities clean and sanitary and provided with required supplies at ail times.
5.3 Except where temporary sanitary facilities are connected to municipal sewer
system, regularly remove wastes from site.
I Division 1
TEMPORARY FACILITIES
Section 01500 I
6. Temporary First-Aid Faciiities
6.1 Provide site equipment and medical facilities necessary to supply first-aid
service to injured personnel in accordance with regulations of the Worker's
Compensation Act. Maintain facilities for duration of contract.
7. Temporary Fire Protection
7.1 Provide and maintain in proper working order, fire extinguishers, prominently
placed, until completion of work.
7.2 Fire extinguishers shall be minimum 3 kg. 4A60BC type.
7.3 Remove fire extinguishers from site upon completion of work or when directed by
Project Manager.
7.4 Where gas welding or cutting is to be done within 3 meters or above combustible
material, or above space that may be occupied by persons, interpose shields of
non-combustible material. Tanks supplying gases for welding or cutting shall be
placed at no greater distance from the work that is necessary and shall be
securely fastened in an upright position. Such tanks shall be free from exposure
to the sun or high temperature.
8. Construction Aids
8.1 Provide temporary stairs, ladders, and ramps required for movement and placing
of materials, equipment and personnel in a safe manner.
8.2 Provide mechanical hoisting equipment and fully qualified operators as required
during construction.
8.3 Erect required scaffolding independent of walls, arranged to avoid interference
with work of other sections as much as possible.
8.4 Provide and maintain required shoring and bracing in accordance with
Construction Safety Act and other applicable regulations.
8.5 Shoring and all false work over one tier in height shall be designed and shall bear
the stamp of a registered professional engineer having experience in this field.
8.6 The Project Manager must approve the use of explosive power tools, in writing.
The use of explosive power tools will not be permitted under any circumstances
unless equipped with a device, which positively prevents free flight of the stud.
I Division 1
TEMPORARY FACILITIES
Section 01500 I
9. Barriers
9.1 Protect public and workmen from injury.
9.2 Provide and maintain required barricades, warning signs, guardrails and light-
guards in accordance with applicable regulations.
10. Temporary Controls
10.1 Provide protective coverings to protect work against damage caused by weather
including but not necessarily limited to rain, snow, ice, wind, frost and excessive
heat.
10.2 Provide wind breaks and sun shade to allow proper setting and curing of
cementious materials.
10.3 Protect excavations and building materials from freezing.
10.4 Provide and maintain adequate temporary pumping and drainage systems to
keep excavations and structures free of water. Prevent flow of surface water into
excavations. Locate sumps away from foundation elements. Prevent pumped
water from carrying soil in suspension, in sufficient quantity to case settlement of
adjacent earth. Provide sufficient standby equipment to ensure continuity of
pumping system.
10.5 Prevent sprayed materials from contaminating air beyond application area by
providing temporary enclosures.
10.6 Cover or wet down dry materials and rubbish to prevent blowing dust and debris.
11. Signs
11.1 Except as specified here do not erect any signs unless approved by the Project
Manager.
11.2 Erect signs relating to safety on the work or mandatory regulation notices.
12. Field Office and Sheds
12.1 Provide acceptable temporary covers, sheds and platforms of weatherproof
construction as may be required for protection and preservation of materials,
small tools, equipment, which may be susceptible to damage.
END
I Division 1
PRODUCTS AND WORKMANSHIP
Section 01600 I
1. Product Quality
1.1 Products supplied for work shall be new, and as far as possible, and unless
otherwise specified, of Canadian manufacture.
1.2 Materials used for temporary facilities are not required to be new, provided they
are structurally sound and in suitable and safe operation condition.
2. Standards and Terminology
2.1 Where a standard has been adopted by these specifications, incorporate
minimum requirements of such standard into the work. Where requirements of
specifications are more stringent than those of the standard, follow the more
stringent requirements.
2.2 Reference to standards, specifications, handbooks and manufacturer's
catalogues, refer to latest edition thereof and all amendments or revisions
applicable at tender closing date, unless date suffix is included with document
number.
2.3 Wherever words "acceptable", "approved", "satisfactory", "selected", "directed",
"designated", "permitted", inspected", "instructed", "required", "submif', or similar
words or phrases are used in standards or elsewhere in contract documents, it
shall be understood that "by (to) the Project Manager" follow, unless context
provides otherwise.
3. Availability and Substitution
3.1 Products, which are specified by their proprietary names or by part of catalogue
number, form the basis for contract. No substitutes for these may be used
without Project Manager's approval in writing.
3.2 Where it is found that specified materials have become unavailable for
incorporating into work, notify Project Manager immediately of proposed
substitution.
3.3 Proposed substitution shall be any top quality prOduct considered by the Project
Manager to be suitable for purpose intended.
3.4 Products proposed as substitutions, and which are considered by Project
Manager to be suitable for purpose intended, but which are in his opinion of
lesser value and quality than those specified shall only be accepted as
substitution if reasonable credits are allowed for their use.
I Division 1
PRODUCTS AND WORKMANSHIP
Section 01600 I
3.5 In order to substantiate equivalency of proposed materials, products or
processes, submit samples, printed product description's test data, installation
instructions, standards, certification, samples, guarantee/warranty forms, list of
successful products incorporating such proposals and similar information
requested by Project Manager.
3.6 Wnenever a substitute is proposed, any change to contract price as a result of
acceptance of proposed product shall include any adjustments to adjacent
structure or space in order to accept minor differences in size or weight between
proposed items and corresponding specified items.
3.7 Prevent any substitution or request for substitution from delaying construction
progress in any way.
3.8 Requests for substitution resulting from failure to place orders in time will not be
entertained. Be responsible for ordering products in time to ensure their required
delivery; bear all costs for failure to comply with these requirements.
3.9 Upon Project Manager's request, submit copies of material and equipment
purchase orders.
4. Product Delivery, Handling and Storage
4.1 Suitably pack., crate and protect products during transportation to site to preserve
their quality and fitness for purpose intended.
4.2 Store products in original, undamaged condition with manufacturer's labels and
seals intact until they are being incorporated into completed work.
4.3 Handle and store materials in accordance with manufacturer's and supplier's
recommendations so as to ensure preservation of their quality, appearance and
fitness for work.
4.4 Arrange materials so as to facilitate prompt inspection, and remove faulty,
damaged or rejected materials immediately from site.
5. Product Delivery Schedule
5.1 It is the responsibility of the contractor to ensure that the supplier or distributor of
materials specified or alternatives accepted, which he intends to use has
materials on the site when required. The contractor shall obtain confirmed
delivery dates from the supplier.
I Division 1
PRODUCTS AND WORKMANSHIP
Section 01600 I
5.2 The contractor shall contact the Project Manager immediately upon receipt of
information indicating that any material or item will not be available on time, in
accordance with the original schedule, and similarly it shall be the responsibility
of ali subcontractors and suppliers to so inform the contractor.
5.3 The Project Manager reserves the right to receive from the contractor at any
time, upon request, copies of actual purchase of work orders of any material or
products to be supplied for the work.
6. Workmanship
6.1 All work shall be carried out in accordance with the best trade practice, by
mechanics skilied in the type of work concemed.
6.2 Products, materials, systems and equipment shall be applied, installed,
connected, erected, used, cleaned and conditioned in accordance with the
applicable manufacturer's printed directions.
6.3 Wnere specified requirements are in conflict with the manufacturer's written
directions, follow manufacturer's directions. Where specified requirements are
more stringent than manufacturer's directions, comply with specified
requirements.
END
I Division 1
PROJECT CLOSEOUT
Section 01700 I
1. Operating and Maintenance Manuals
1.1 Provide operating and maintenance data, prepared on 8 Yo" x 11" sheets in
printed or typewritten form, preferably double-sided, contained in O-ring binders
with soft vinyl covers.
1.2 Manual contents shaii be assembled in systematic order generally following the
specification format. Provide labeled, celluloid covered tabs fastened to hard
paper dividers to identify different sections.
1.3 Binders shall have clear plastic pocket at back of spine for identification. Insert
label containing title, "Operating and Maintenance Data", project name and
volume number if applicable.
1.4 include the following material in each manual:
a) Title sheet labeled, "Operating and Maintenance Data" and listing project
name, date, volume number, if applicable and names and addresses of
contractor, mechanical subcontractors, Project Manager and sub-Project
Managers.
b) list of contents. If more than one volume is required, provide a cross-
reference, contents page at the front of each volume.
c) Complete list of subcontractors and suppliers.
d) Copy of finished hardware list, complete with all amendments and
revisions.
e) Schedule of paints and coatings. Include sufficient explanation to fully
identify each surface with the applicable paint or coating used. Enclose
copy of colour schedule.
f) Maintenance instructions for all finished surfaces.
g) Brochures, cuts of all equipment and fIXtures.
h) Operating and maintenance instructions for all equipment.
i) Extended warranties.
j) Maintenance contracts.
k) Other data required elsewhere in contract documents or deemed
necessary by Project Manager.
I Division 1
PROJECT CLOSEOUT
Section 01700 I
2. Record Drawings
2.1 Upon completion of work, prior to total performance, obtain and pay for one set of
mylar transparencies and transfer record information compiled during
construction from white prints to mylar.
2.2 Quality of drafting and lettering shall match that of original drawings and shall be
suitable for microfilming.
3. Operating Instructions
3.1 At substantial performance, at a time acceptable to owner and Project Manager,
instruct owner's representative in the operation of all systems and equipment.
4. Substantial Performance
4.1 Conform to the requirements of CCDC2-1994.
4.2 Prior to requesting a substantial performance deficiency inspection, submit the
following:
a) Three copies of operating and maintenance manuals.
b) Two copies of inspection and acceptance certificates required from
regulatory agencies.
4.3 Advise the Project Manager, in writing, when the project has been substantially
completed. If Project Manager agrees that this stage has been reached, prepare
a complete list of deficiencies and submit one copy of this list to Project Manager.
4.4 On receipt of me above deficiency list, in a satisfactory form, me Project
Manager, accompanied by the contractor and his project superintendent and the
owner if deemed desirable, will carry out an inspection of the project.
4.5 Add to deficiency list, in accordance with Project Manager's directions, any
additional deficiencies, which are identified during inspection and re-issue
updated deficiency list to all concemed.
5. Total Performance
5.1 Conform to the requirements of CCDC2-1994.
5.2 Prior to requesting a final inspection, do the following:
a) Submit one complete set of mylar record drawings.
I Division 1
PROJECT CLOSEOUT
Section 01700 I
b) Submit one complete set of reviewed shop drawings of mechanical and
electrical items, folded to 8 Y," x 11" size, contained in heavy manila
envelopes, numbered and labeled. Follow specification format with no
more than one section per envelope.
c) Submit a final request for payment incorporating all approved changes to
the contract price. Contractor to submit Statutory Declaration and eeDe
Document 9A with application for final payment.
d) Upon completion of ali items noted on the deficiency list, clean all areas,
surfaces and components affected by corrections and completion of
deficient items, as directed by the Project Manager.
e) Ensure that all services, equipment, apparatus are properly tested and
adjusted.
5.3 After aii deficiencies have been corrected, submit a written request to the Project
Manager for a final inspection. This inspection shall be carried out by the same
parties involved in the substantial performance deficiency inspection.
5.4 If all deficiencies have not been corrected, in the opinion of the Project Manager,
a final deficiency list will be prepared in the same manner as specified herein for
the substantial performance deficiency inspection and the inspection procedure
repeated until all items have been completed to the satisfaction of the Project
Manager.
END
I Division 1
CLEANING
Section 01710 I
1. General
1.1 The contractor is responsible for cleanliness of site and structures to satisfaction
of Project Manager. Maintain work in neat and orderly condition at all times.
1.2 Regularly, or when directed by the Project Manager, remove from site and legally
dispose of rubbish and waste materials.
1.3 Burning or burying of rubbish and waste materials on site is not permitted.
1.4 Use only cleaning materials recommended by manufacturer of surface to be
cleaned.
1.5 Use cleaning material only on surfaces recommended by cleaning material
manufacturer.
1.6 While on the premises, all hazardous waste shall be properly identified and
stored so as not to pose a safety hazard to employees, workers or the general
public.
1.7 Utilize recycling programs and efforts for material disposal whenever and
wherever possible. Guidance into various recycling efforts can be obtained by
contacting the municipality.
2. Cleaning During Construction
2.1 Remove debris, packaging and waste materials daily.
2.2 Keep dust and dirt to an acceptable level as directed.
2.3 Remove oily rags, waste and other hazardous substances from premises at
close of each day or more often if required.
3. Final Cleaning
3.1 Prior to substantial performance, thoroughly clean all surfaces and components.
Provide professional cleaning of all areas and surfaces to allow owner to occupy
without further cleaning.
3.2 Remove stains, dirt and smudges from finished surfaces.
END
I Division 1
WARRANTIES
Section 01740
1. Definition
1.1 Warranty = Guarantee
2. Submission Requirements
2.1 Submit extended warranties as part of "Operation and Maintenance Manuals" in
accordance with requirements of Section 01700 - Project Closeout.
2.2 Arrange extended warranties in systematic order matching specification format.
Include a table of contents listing warranties in same order.
3. Each Warranty Must Show:
3.1 Name and Address of Project.
3.2 Name of owner.
3.3 Section Number and Title.
1
4. Warranties
4.1 All work shall be warrantied for 2 years from date of Substantial Completion.
Plant materials shall be warrantied for 2 years from date of Substantial
Completion pursuant to the following requirements.
All unacceptable plant materials (excluding sod) will be replaced promptly by the
contractor for the entire duration of the warranty period. Unacceptable material
shall be replaced within 14 days of written notice by the Project Manager. All
warranty replacements will be made at the expense of the contractor and at no
additional cost to the Owner.
Plants dying as a result of, but not limited to. handling by nurseries or the
contractor. improper storage. improper planting. lack of water or rodent damage
will be subject to replacement. Plants dying as a result of vandalism whether
intentional or accidental are not subject to warranty replacement by the
contractor.
Staking and guying of plant material shall be promptly removed at the end of the
warranty period. The contractor shall notify the Project Manager in writing upon
completion.
END
PART 1 - GENERAL
1.1
Description
1.2
Quality Assurance .1
1.3
Product Delivery,
Storage & Handling I
1.4
Shoring & Bracing .1
EARTHWORK
Section 02200
.1
This section specifies site clearing, rough grading,
excavation and backfilling, induding all demolition and
removal of work shown on the drawings.
.2 Comply with all requirements of General Conditions.
.3 Related work elsewhere:
Section 02612 - Asphalt Paving
Section 02614 - Concrete
Section 02750 - Timber and Woodwork
Section 02822 - Sodding
Carry out compaction tests on compacted fill to ASTM
D698-70 for Standard Proctor Dry Density on the basis
of 1 test for every 50 m2 in general fill areas and 1 test in
every 5m in trenches. Pay all testing costs incurred.
.2 Carry out grain size analysis on samples of each of granular
fill to ensure that proper material is being placed.
.3 Determine the quantity of water to be added to or removed
from each type of fill to attain correct moisture content for
compaction and maximum density.
.4 Determine the in-situ density and moisture content of
compacted fills.
Stockpile existing topsoil or fill materials in locations
designated by the Owner.
Shore and brace all excavations sufficiently to prevent
caving in and to support existing structures, road or
servIces.
.2 Ensure shoring is in accordance with local municipal and
provincial regulations. Obtain all necessary permits.
PART 2 - PRODUCTS
2.1
Materials
PART 3 - EXECUTION
3.1
Demolition, Site
Cleaning &
Removals
EARTHWORK
Section 02200
.3 Erect warning signs and protective barriers in accordance
with local municipal and provincial regulations.
.4 Make good any damage and be liable for any injury
resulting from inadequate shoring or bracing.
.1
General fill material:
Clean, free from debris, organic matter and other
deleterious material.
.2 Granular fill material:
As called for on the drawings and conforming in all
respects with OPSS 1000 and 1010, latest edition.
.1
Clear the site of all rubbish, rocks, boulders, tree
stumps, and all other debris. Remove and dispose
of debris off site. In areas that are to be lowered, or have
the grade raised more than 100 mm, remove all shrub
growth.
.2 Cut down dead trees and trees to be removed and remove
stumps to a depth of 600 mm below proposed finished
grade. Remove and dispose of all wood and ships off site,
fill hole with compacted topsoil and place new sod.
.3 Excavate to remove all existing paving, where shown on the
drawings and dispose of material off the site. Precast
concrete pavers which are not chipped, broken, cracked or
painted may be salvaged for re-use on site.
.4 Removal includes granular base course material to existing
sub-grade unless approved by the Owner for reuse on the
site.
EARTHWORK
Section 02200
.5 Remove material without damaging adjacent pavements
which are to remain. Make clean, sharp sawcuts before
starting removal work. Be responsible for making good
damaged surfaces.
.6 Remove other materials and surfaces as indicated on the
drawings.
.7 Temporarily remove existing fences, as required, to
facilitate new construction work. Reinstall at the
completion of construction to as-new condition.
.8 Where instructed by the Owner, transplant existing plant
materials as specified in Section 02823.
3.2 Rough Grading
.1
Where necessary, strip topsoil and stockpile as directed.
.2 Cut back areas that are to be lowered to the grades shown
on the drawings, allowing for the placement of topsoil.
Obtain the written approval of the Owner before using
excavated material as fill. Prior to placing fill material,
scarifY the existing grade to a minimum depth of75 mm.
.3 Where existing grade is to be raised, supply and place fill
material, approved by the Owner, in progressive 225 mm
lifts (loose material depth). Compact each lift at 95%
Standard Proctor Dry Density before placing subsequent
layers.
.4 Provide finished rough grade parallel to finished grade,
allowing for the placing of the specified surface material and
base and to a tolerance of plus or minus 12mm, and
compacted to 95% Standard Proctor Dry Density under
areas to be paved and 85% Standard Proctor Dry Density
under areas to be sodded or planted.
EARTHWORK
Section 02200
3.3 General Excavation
.I
Stake out the locations of all items requiring excavation and
obtain the approval of the Owner before commencing work
.2 Dispose of excavated material off site unless it is approved
for use as fill material and backfi1ling material by the Owner.
.3 Excavate to the elevations and dimensions indicated or
required for construction work. All depths detailed are
shown as depth after compaction.
.4 Obtain the approval ofthe Owner of all excavations before
proceeding with construction activities.
.5 Where bearing capacity of the subsoil appears to be
insufficient, obtain the written approval of the Owner to
have soil investigations carried out. Costs for such testing,
if required, will be paid by the Contractor at cost.
.6 Excavation exceeding that shown on the drawings, if
authorized in writing by the Owner, will be paid as extra to
the contract price in accordance with the General
Conditions. Quantities will be calculated in place. Truck
load measurement is not acceptable.
.7 Fill extra excavations with concrete or as directed
.8 Correct unauthorized excavation to no extra cost.
.9 Do not disturb soil within the branch spread of trees or
shrubs that are to remain. If excavating through roots,
excavate by hand and cut all roots with a sharp hand saw or
chain saw. Seal cuts with approved tree wound dressing.
Where excavation results in the loss of more than 20% of
the root system of any tree, have the plant material top
pruned by a qualified arboriculturalist to compensate for
root loss. Pay all costs incurred.
10 Adjust all window wells in the contract area, to a minimum
of 50 mm above the new patio level. Secure to unit wall.
3.4
3.5
EARTHWORK
Section 02200
.11 Excavate post holes with a power auger or hand auger as
required, to the depth and diameter indicated. Ensure
adequate allowance is provided in the bid for hand digging
of holes as no extra to the contract will be allowed.
.12 Shape the bottom of excavations for areas that include
subsurface drainage to drain to the pipe at 1 % minimum
slope.
Excavation -
Planting Pits
& Beds
.1
Excavate planting pits and beds to the following depths
unless specified otherwise on the drawings:
Deciduous & Coniferous shrubs
600 mm below finished.
Deciduous & Coniferous trees
150 mm greater than the depth and width of the
rootball.
.2 For shrub beds, excavate to the depth noted in 3.4.1. and
excavate the entire bed to provide 150 mm topsoil around
the perimeter when all shrubs are installed at the correct
spacmg.
Backfilling
.1
Do not commence backfilling until work has been approved
by the Owner.
.2 Ensure areas to be backfilled are free of debris, snow, ice
water or frozen ground
.3 Place specified fill materials in continuous horizontal layers
not exceeding 225 mm loose depth and compact to 95%
Standard Proctor Dry Density. Take care not to damage
damp proofing during backfilling operations
.4 Backfill simultaneously on both sides of walls equalize soil
pressure.
EARTHWORK
Section 02200
.5 Make good any settlement or subsequent damage to
adjacent structures or to other work under this contact
caused by improper or inadequate compaction.
End of Section
r
r'
I Division 2
TOPSOIL AND FINISH GRADING
Section 02210 I
PART 1 - GENERAL
1.1 General Instructions
1 . Comply with requirements of Division 1.
1.2 Related Work
1.
2.
3.
4.
5.
6.
7.
8.
Soccer Field
Sodding
Trees, Shrubs and Groundcover
Unit Paving
Asphalt Paving
Sports Field Goal Posts
Site Furniture
Poured in Place Concrete
Section 02213
Section 02487
Section 02490
Section 02515
Section 02552
Section 02868
Section 02870
Section 03300
PART 2 - PRODUCTS
2.1 Topsoil
1. Imported topsoil shall be screened natural loam soil with an acidity range from
6.0 pH to 7.5 pH; containing organic matter of 4% for clay loams and a minimum
of 2% for sanding loams. It should be free of stones, roots, subsoil, clay lumps,
other solid materials, noxious weeds, weed seeds or other deleterious materials
over 25 mm in diameter.
PART 3 - EXECUTION
3.1 Existing Site Conditions
1. The contractor must review existing site contours relative to the proposed work
shown on the plans and notify the Project Manager of any discrepancies found.
2. Portions of the rough grading and the establishment of the sub-grade may have
been previously carried out by others. The contractor shall be responsible for the
completion of all finish grading required to complete the park.
3. The contractor is responsible to remove all weeds, stones and debris over 50
mm diameter from the subgrade prior to commencing finish grading works.
3.2 Topsoil Stripping I Placement
1. Topsoil shall be stripped from the site in a fully dry condition. Strip all topsoil
located below proposed playground areas, ball diamond infields, warning track,
paved areas and structures. All excavated material shall be removed from the
site and properly disposed. Areas not requiring significant grade changes may
I Division 2
TOPSOIL AND FINISH GRADING
Section 02210
uiiiize on siie iopsoii io achieve finished grade as deemed accepiable by the
PrOject Manager.
2. Topsoil for finished grading shall be placed to a minimum depth of 200 mm.
3.3 Cut and Fill Balance
1. Supply all materials and execute the works as is necessary to bring the grades to
the finished elevations. Excess materials may be placed and graded on site at
the discretion of the Project Manager. Ail unusable excess material shail be
removed from site and properly disposed.
3.4 Filling
1. Unless otherwise specified, the contractor shall, where required, supply and
spread sufficieni fili maieriais io raise exisiing grades io the specified ievei as
indicated on the drawings.
2. Such fiil materials shail be free of any debris subject to rot or corrosion, and shail
be approved by the Project Manager before placing.
3. Prior to placing fiU, the existing grade shall be scarified to a minimum depth of 75
mm to provide a good bond and prevent slipping of fill.
4. Fill materials shall be placed in loose layers not exceeding 250 mm in depth.
Each iayer shall be compacted to 95% Standard Procior Density (S.P.D.) before
placing subsequent layers.
5. The preparation of the finished sub-grade, prior to piacing of topsoil under
sodding, shall be as specified under Section 02487.
6. The surface shall be shaped at all times to ensure adequate surface run-off and
prevent ponding and scouring.
3.5 Excavating
1.
Before proceeding with excavating work, all facilities shall be staked out and
approval obtained from the Project Manager.
All areas shall be excavated to the specified depths as indicated on all drawings,
details and specifications. Where a discrepancy exists, the Project Manager
shall determine the required depth of excavation.
The final subgrade shall be maintained parallei to ihe finished grade and shall be
thoroughly compacted to 95% S.P.D. minimum.
2.
3
Division 2
12.
13.
14.
15.
16.
TOPSOIL AND FINISH GRADING
Section 02210
4.
Submit written evidence that the specified compaction has been realized and
obtain approval from the Project Manager before commencing finish grading.
The excavations for all foundations shall be carried to undisturbed soil or to a
minimum depth of 1250 mm unless specified or directed otherwise.
The bearing capacity of the soil on which the footings are to be founded shall be
capable of supporting the imposed loads.
5.
6.
7.
Where the bearing capacity appears to be insufficient, soil investigations shall be
carried out with the approval of the Project Manager. Costs of such
investigations shall be paid for through an approved change order or shall be
paid directly by the City through separate contract with the testing agency.
Where it is necessary to carry excavations deeper than specified until a firm
bearing is obtained fill extra excavation with granular fill as directed. Under no
circumstances will earth filling under footings be permitted, unless otherwise
approved.
8.
9.
The cost of extra excavations and extra granular fill will be paid for at the contract
unit prices. Where such extra costs are the result of the contractor's error or
misinterpretation, no extra payment will be made.
10.
All excavations shall be sufficiently shored and braced to prevent caving in and
support existing structures, roads, services, etc.
11
All shoring shall be done in strict accordance with local regulations and approval
obtained from local authorities.
Waming signs and protective barriers shall be erected in accordance with local
regulations.
The contractor is responsible for all damages and subsequent repairs to
underground utilities and structures resulting from operations carried out under
this contract including the work. of sub-contractors.
All excavations shall be protected from freezing and water. Provide and operate
as many pumps as are necessary to keep excavations free of water at all times.
All surplus excavated material shall be removed and disposed of, unless
approved by the Project Manager for filling or backfilling. Surplus material and
unacceptable materials shall be removed from the site and properly disposed of.
All excavated rocks and boulders shall be immediately removed from the site.
END
I Division 2
SODDING
Section 02487 I
PART 1 - GENERAL
1.1 General Requirements
2. Comply with the requirements of Division 1.
1.2 Related Work
1.
2
3.
Topsoil and Finish Grading
Soccer Field
Trees, Shrubs and Groundcover
Section 02210
Section 02213
Section 02490
PART 2 - PRODUCTS
2.1 Topsoil
1. Imported topsoil shall be screened, natural loam soil with an acidity range from
6.0 pH to 7.5 pH; containing organic matter of 4% for clay loams and a minimum
of 2% for sandy loams; and free of stones, roots and subsoil, clay lumps, other
solid materials, noxious weeds, weed seeds or other deleterious materials over
25 mm in diameter.
2.2 Sod
1. Sod shall be Certified NO.1 sod, grown and sold in accordance with the latest
specifications of the Nursery Sod Growers Association of Ontario (NSGA),
composition of 2-3 varieties of Blue Grass.
2. At time of delivery, sod shall have a strong fiberous root system, be free of
disease stones, burned or bare spots, with a healthy green colour and contain
not more than 1 % twitch grass and other weeds.
3. Wooden pegs for staking of sod on slopes, shall be approved hardwood pegs 25
mm x 25 mm square and at least 225 mm long or longer, as required to provide
satisfactory anchorage.
4. Fertilizer shall be a commercial fertilizer having a 10-10-10 ratio and shall be
applied such that actual nitrogen shall be 10.5 kg 100 sq. m.
2.3 Delivery and Storage
1. Protect sod during transportation for delivery to the site in a fresh and healthy
condition.
2. Install sod immediately - no later than 48 hours after arrival on site. Keep moist
and fresh until installation.
T
I Division 2
SODDING
Section 02487 I
3. Handle sod carefully to prevent breaking or tearing. Immediately remove
damaged or dried-out sod from the site.
PART 3 - EXECUTION
3.1 Site Preparation
1. Arrange for inspection and approval of finished grade by the Project Manager
prior to placing sod.
2. Unless recommended otherwise on soil test report, apply a 10-10-10 fertilizer at
the rate of 10.5 kg/1 00 sq. m. Work fertilizer well and uniformly into the topsoil
within 48 hours before laying sod.
3. Fine-grade, rake and roll surface until smooth and firm against footprints and free
of depressions, lumps and irregularities prior to placing sod.
3.2 Installation
1. Place sod dosely knit together so that no open joints are visible and pieces are
not overlapping.
2. Install sod to blend tight and uniformly with adjoining grass areas and to be flush
with paving, top of curbs, etc.
3. On slopes greater than 3: 1, place sod perpendicular to the slope and stake every
row with wooden pegs at 600 mm intervals. Drive pegs flush with sod for safety.
4. Immediately after installation, water with sufficient amount to saturate sod and
underlying topsoil.
5. As soon as sod has dried sufficiently to prevent damage, roll with roller to ensure
a good bond between sod and topsoil and to remove minor depressions and
irregularities.
6. Clean up all areas and remove debris.
3.3 Maintenance
1. Maintain all sodded areas immediately after installation until substantial
performance has been approved.
2. Maintenance shall include all necessary measures to establish and maintain
grass in a healthy, vigorous growing condition.
3. Maintenance shall indude, but not be limited to, the following work:
I Division 2
SODDING
Section 02487 I
a) Mow grass areas at regular intervals as required to maintain grass at a
maximum height of 50 mm. Not more than 1/3 of grass blade shall be cut
during one mowing. Hand clip where neoessary and keep edges neatly
trimmed. Remove heavy clippings immediately after mowing and
trimming. A minimum of two cuttings is considered part of this contract.
Do not let grass exoeed 100 mm height.
b) Weed and disease control when directed by the Project Manager. Use
chemicals in strict accordanoe with manufacturer's recommendations and
be fully responsible for all damages resulting from use of chemicals.
c) Fertilize and water, when necessary, with sufficient quantities of water to
prevent sod and underlying soil from drying out. Water must be potable
and be provided at the contractor's cost.
d) Roll all sodded areas to remove minor depressions and irregularities.
e) Repair all areas damaged by erosion.
f) Replaoe all grass which has deteriorated or which shows bare spots as
directed by the Project Manager.
g) Protect all grass areas against damage, including erosion and
trespassing, by providing and maintaining proper safeguards. Remove
safeguards at end of maintenanoe period.
END
I Division 2
TREES, SHRUBS AND GROUNDCOVER
Section 02490 I
PART 1 - GENERAL
1.1 General Instructions
1. Comply with the requirements of Division 1.
1.2 Related Work
1.
2.
Topsoil and Finish Grading
Sodding
Section 02210
Section 02487
PART 2 - PRODUCTS
2.1 Planting Mix
1. Soil for all planting to be "Planting Mix" as supplied by Arnts Loam Supply,
Pickering, Ontario, telephone 905-683-0887 or approved equal.
2.2 Plant Materials
1. All plants shall be NO.1 Grade, nursery-grown stock of a grade and quality
conforming to the horticultural standards and grown under proper cultural
practices as adopted by the Canadian Nursery Landscape Association (CNLA).
2. All plants shall be true to name in accordance with the plant list, with botanical
names conforming to the "International Code of Nomenclature for Cultivated
Plants" .
3. Plants shall be tagged with their name and size. Labels shall not be removed
until after final inspection at the end of the maintenance period.
4. Substitutions for the specified plants are not allowed unless approved by the
Project Manager in writing.
5. Any plants dug from native stands, wood lots and which have not received proper
cultural maintenance as advocated by the CNLA, shall be designated as
"Collected Plants".
6. The supply and planting of "Collected Plants" will not be permitted unless
approved, in writing and subject to inspection by the Project Manager at the
original growing location. The contractor is responsible for all costs related to
such inspection.
7. The guarantee period for approved "Collected Plants" shall be one (1) year
longer than the specified guarantee period for nursery-grown plants.
8. Plants shall be supplied from nurseries located within the same hardiness zone
and grown in the same soil conditions as the project site and in accordance with
the Plant List, unless otherwise approved.
Division 2
TREES, SHRUBS AND GROUNDCOVER
Section 02490
9. Plants shall be freshly dug and be in a healthy vigorous condition upon arrival at
the site. Heeled-in plants or plants from cold storage are not allowed, unless
approved by the Project Manager.
10. Plants shall be sound, healthy and well branched, free of disease and insects
and possess all the characteristics oflhe specified species. Headers shall be
straight and intact and stems and trunks free of sunscald frost cracks, abrasions
and other damages.
11. Old injuries shall be completely callused over with pruning wounds showing
vigorous bark on all edges and all parts showing live green cambium tissue when
cut.
12. Plants shall be measured when the branches are in their normal position with
height and spread dimensions referring to the main body of the plant.
13. Trees are specified by caliper, which is the diameter of the trunk measured at
150 mm above grade.
14. Root balls shall contain at least 75% of the fibrous roots and shall conform to the
sizes specified in the Guide Specification for Nursery Stock of the Canadian
Nursery Trades Association.
2.3 Accessories
1. Wrapping material for tree trunks shall be burlap or approved equal, at least
270glm2 in weight and ranging in width from 150 mm to 250 mm.
2. Stakes for support of trees and large shrubs shall be as detailed or an approved
equal.
3. Wires for tree supports shall be #10 gauge galvanized steel wire encased in new
black two-ply 12 mm diameter rubber hose.
4. Anti-desiccant, where required, shall be" Wilt Proof' or an approved equal.
5. Rodent protection on all trees shall be 150 mm-black plastic PVC pipe, 450 mm
long, set on grade. Set prior to mulching.
2.4 Mulch
1. Mulch in planting saucers shall be shredded bark mulch. Submit sample to
Project Manager for approval.
Division 2
TREES, SHRUBS AND GROUNDCOVER
Section 02490
2.5 Quality Assurance
1. All planting work shall be carried out by experienced workmen under the direction
and supervision of experienced and qualified
2. All plants shall be No.1 Grade nursery stock grown and supplied in accordance
with current standards as adopted by the Canadian Nursery Trades Association
latest metric edition.
3. All plants shall meet or exceed all pertinent regulations with respect to inspection
for plant disease and insect control.
4. Submit samples of specified mulches and plant accessories when required by
the Project Manager. Keep approved sample(s) on-site, in an approved,
protected location until work. has been inspected, approved and accepted.
2.6 Inspections
1. All plant materials shall be available for inspection at the nursery by the Project
Manager and representatives of the municipality. The contractor shall give timely
notice of availability of the material for inspection.
2. Approval of plants at the nursery does not impair the right of the Project Manager
to inspect plants upon arrival at site and reject plants, which have been
damaged, are in poor condition, or otherwise do no conform to the specifications.
3. Do not remove plant labels until plants have been inspected and approved.
PART 3 - EXECUTION
3.1 Delivery and Storage
1. Deliver all materials in their original containers with all labels intact and legible.
Containers with fertilizers, peat moss, bone meal, etc., shall clearly indicate
contents, weight, and analysis and manufacturer's name.
2. All materials, which are subject to deterioration from weather, shall be stored in a
dry, protected weatherproof area.
3. Plants shall be protected from damage and drying out from the time they are dug,
during transportation, until planting on the site.
4. Plants, which cannot be planted immediately after arrival on the site shall be
properly heeled in, protected and kept moist until they can be planted. Storage
of plant material for a period longer than 7 days, must be approved by the Project
Manager in writing.
Division 2
TREES, SHRUBS AND GROUNDCOVER
Section 02490
3.2 Site Preparation
1. Stake out the locations of all tree pits and planting areas for acceptance by the
Project Manager before excavation and installation.
2. Excavate to the specified depth as detailed. If planting pit is excavated deeper
than required, fill with native material to desired depth and properly compact fill to
prevent settlement.
3.3 Installation
1. Plant during periods suitable to climatic conditions, locally accepted practice and
to the Project Manager's approval.
2. Plants shall be installed to give the best appearance and to the Project
Manager's approval.
3. Plants shall be set plumb in the center of pits and at the same relationship to
grade as in their original growing locations. Allow each plant and tree to be 75
mm above surrounding grade to permit natural settlement.
4. Remove ropes, wires, etc. and pull away burlap from top 1/3 of root ball.
5. Backfill in 150 mm layers firmly tamping each layer around the roots and taking
care not to leave air pockets.
6. Thoroughly water when planting pit is half full and again when completely filled.
7. Surround each plant, with an earth saucer as large as the planing pit in order to
retain water.
8. Thoroughly water all planting areas and trees immediately after planting and
continue watering as required during the warranty period to ensure successful
growth.
3.4 Tree Support
1. Install tree supports as detailed. Tighten guys without placing undue strain.
Encase wires in rubber hose at points of contact with bark.
Division 2
TREES, SHRUBS AND GROUNDCOVER
Section 02490
3.5 pruning
1. Prune all plants as necessary to remove dead and broken branches and to
compensate for the loss of roots as a result of transplanting and digging in
nursery .
2. Preserve the natural character; do not remove leader or small branches along
trunks.
3. Use clean, sharp tools and make cuts clean and flush without leaving stubs.
4. Cut back to living tissue all cuts, scars and bruises, shaped so as not to retain
water.
5. Paint all cuts 25 mm and larger with tree paint
3.6 Maintenance
1. Maintain all plants and planting areas immediately after installation until all
project work has been inspected, approved and accepted. Further, maintain all
plant materials for the duration of the warranty period.
2. Maintenance shall include all necessary measures to establish and maintain
plants in a healthy, vigorous growing condition and planting areas neat and tidy.
3. Maintenance shall include, but not be limited to the following work:
a) Maintenance, repair and replacement, where necessary, of all
accessories such as wrappings, tree guys and stakes, turnbuckles, etc.
b) Regular inspection of all plants and control of insects and diseases.
c) Fertilizing, watering and pruning as necessary. Water is considered the
contractors cost.
d) Removal of debris, broken branches, weeds, etc. to keep planting areas
in a neat and tidy condition at all times.
4. Failure to maintain plant materials will result with the owner paying separate
contractors to do the work, and said value to be deducted from the contract price.
5. All plants shall be free of diseases and insect infestations in a healthy, good
growing condition, and planting areas free of weeds and freshly cultivated, at
time of final inspection.
6. Chemicals for control of weeds, insects and disease shall as approved by the
project Manager in writing and must be applied by a licensed professional in
strict accordance with manufacturer's recommendations.
Division 2
TREES, SHRUBS AND GROUNDCOVER
Section 02490
7. The contractor is fully responsible for all damages resulting from the approved
use of chemicals.
8. Protect all planting areas against damage, induding erosion and trespassing, by
providing and maintaining proper safeguards. Remove safeguards at the end of
the maintenance period.
3.8 Guarantee
1. As per Section 01740 - Warranties.
END
Division 2
ASPHALT PAVING
Section 02552
PART 1 - GENERAL
1.1 General Instructions
1. Comply with the requirements of Division 1.
1.2 Related Work
1.
2.
Topsoil and Finish Grading
Site Fumiture
Section 02210
Section 02870
PART 2 - PRODUCTS
2.1 Materials
1. All granular base courses shall conform to the requirements of OPSS 1010,
latest edition.
2. Paving mixtures shall conform to OPSS 1150 and be placed according to the
specifications.
3. Material for painting the joints shall be slow setting asphalt emulsion, SS - 1
meeting the requirements as set out in Appendix C.
2.2 Equipment
1. All paving equipment shall conform to OPSS 310.06.
2. The contractor shall have copies of the above mentioned sub-sections on the site
for the duration of the work.
3. Pathways shall be paved with a suitable mechanical asphalt spreader previously
approved by the Project Manager.
PART 3 - EXECUTION
3.1 Site Preparation
1. Before proceeding with excavating work all facilities shall be staked out and
approval obtained from the Project Manger.
2. All rough grading, filling where required, excavating and preparation of sub-grade
under all asphalt paving shall be done in accordance with the drawings and
3. specifications. Surplus excavated material shall be removed from site and
properly disposed.
I Division 2
ASPHALT PAVING
Section 02552 I
4. Where it is necessary to carry out excavations deeper than specified, fill extra
excavation with granular fill as directed. The cost of extra excavations and extra
fill will be paid for at the contract unit prices. Where such extra costs are the
result of the contractor's error or misinterpretation, no extra payment will be
made. All additional excavations and placing of additional granular fill shall be
approved by the Project Manager prior to the work taking place.
5. The final subgrade under asphalt paving shall have the approval of the Project
Manager or Municipality of Clarington Laboratory Technician prior to placing of
granular base course( s).
6. Any underground Wiring or other utility occurring below a paved area shall be
fully placed so as not to contaminate the granular base and compacted to 100%
Standard Proctor Density (S.P.D.). Do not place asphalt and later cut for
installation of utilities. Fully inspect and duly accept wire crossings by the
electrical contractor.
7. Upon approval of sub-grade, the contractor shall spread the previously approved
specified granular base course materials in accordance with the drawings.
8. Granular materials shall be spread in layers not exceeding 150 to 200 mm in
depth, per layer. The contractor shall take care that deleterious materials do not
contaminate granular materials.
9. Immediately following spreading, each layer shall be compacted to 100% S.P.D.
Areas adjacent to curbs, catch basins, manholes and other areas not accessible
to rollers shall be properly compacted with approved mechanical or hand tamping
devices.
10. Depth indicated on drawings shall be the minimum depth after proper
compaction.
11. All irregularities or depressions resulting from rolling shall be corrected and
compacted until the surface is smooth, uniform and true to line and level.
12. Final grade of granular base shall be approved by the Project Manager before
the placing of asphalt.
13. The contractor shall arrange the compaction tests to be carried out by the
Municipality of Clarington Materials Testing Lab prior to the placement of asphalt.
The cost for such tests shall be paid for as described in sub-section 3.6.9.
3.2 Base Preparation
1. I The approved granular base shall be proof rolled and inspected by the Project
Manager. Excavate and re-work all soft areas.
2. Where the new asphalt surfacing is to be applied over existing asphalt, concrete
or other hard surfacing, a tack coat shall be applied over the existing surfaces.
I Division 2
ASPHALT PAVING
Section 02552 I
3. Tack coat shall be an asphalt emulsion SS - 1, or approved equal, applied at the
rate of 0.5 liters per square meter.
4. The surfaces of all existing curbs, gutters, walls, vertical faces of existing
pavements and all structures in actual contact with new asphalt mixes, shall be
painted with a complete, thin coating of asphalt emulsion SS - 1, or approved
equal, to provide a closely bonded, water-tight joint.
3.3 Joints
1. All joints made during paving operations shall be straight, clean, vertical and free
of broken or loose material. Where joints occur between new courses and
existing previously laid down courses, the course shall be cut back sufficiently to
provide a clean, vertical surface.
2. Vertical faces of all joints shall be painted with a thin, continuous coating of SS -
1 to provide a tight, waterproof bond.
3.4 Placing of Asphalt Mixtures
1. All asphalt pavement shall be placed in accordance with OPSS 310, latest
edition.
2. All paving courses shall be spread within twelve (12) hours after the previous
asphalt course has been spread and compacted.
3. Paving mixture shall not be placed when the temperature surface is less than or
steady at 7 degrees Celsius. The base upon which the mixture is to be laid shall
be dry and weather conditions suitable.
4. The temperature of the mixture shall not be less than 120 degrees Celsius
immediately after spreading and prior to initial rolling.
5. All courses shall be laid and spread by means of approved equipment. For
pathways, form long smooth edges. Do not create straight-line chords on curved
edges.
6. Immediately after spreading and screening, the surface shall be checked and all
irregularities corrected before compaction is started.
7. Where hand spreading is necessary, this shall be done simultaneously with
machine spreading or immediately afterwards to ensure good bond and surface
quality.
i Division 2
ASPHALT PAVING
Section 02552
3.5 Compaction
1. Each paving course shall be compacted with approved equipment to produce a
pavement with a density equal to or greater than 97% of the density of the
laboratory compacted mixture.
2. For parking lot construction, compaction shall be carried out using both a steel
wheel roller and a rubber tire. The first "breakdown" rolling shall be carried out
as close as possible to the paver, using either three-wheeled or two-wheeled
rollers, depending on the width of paving to be compacted. Roller suitable to
achieve proper compaction.
3. Areas not large enough to accommodate proper rolling equipment described
above shall be Compacted using a suitable walk-behind roller or plate tamper.
3.6 Inspection
1. During construction, the density and thickness of each course shall be carefully
controlled and shall be in full accordance with the drawings and specifications.
2. The average thickness of each course shall at no point vary more than 6 mm
from the specified thickness.
3. Each course shall be inspected and tested for density and thickness by the City
at the discretion of the Project Manager.
4. Asphalt paving shall receive final inspection by the Project Manager upon
completion of the asphalt work.
5. The surface of the finished paving shall be true to grade as shown on drawings
and shall be free of irregularities exceeding 3 mm as measured with 3000 mm
straight-edge parallel to the center line of the paving.
6. Pathway edges shall be continuously tamped to 45 degrees and shall be true to
grade, line and form as shown on the drawings.
7. All defective areas shall immediately be remedied by cutting out the course as
required and replacing it with fresh hot mix, which shall immediately be
compacted to conform with the surrounding paving and shall be thoroughly
bonded to it
8. Any part of the completed paving not meeting the requirements of the drawings
and specifications or as a result of failed materials testing shall be removed and
replaced prior to final acceptance at the contractor's expense.t
I Division 2
ASPHALT PAVING
Section 02552 I
3.7 Testing
1. A list of granular supplies shall be submitted for approval 2 weeks prior to placing
material. Asphalt mix designs shall be submitted for approval, 3 weeks prior to
placing asphalt. Laboratory test specimens of the paving mixtures shall be
prepared and tested in accordance with the current procedures of the Ministry of
Transportation.
2. Asphalt cement shall be guaranteed by the supplier to meet the requirements of
the specifications at the time of arrival on the site. When required by the Project
Manager, the asphalt cement shall be sampled and tested in accordance with the
latest edition of ASTM-D140. Cost of sampling and testing shall be paid for by
the supplier.
3. Liquid asphalt shall be guaranteed by the supplier to meet the requirements of
the specifications at time of arrival on site.
4. Asphalt emulsions shall be guaranteed by the supplier to meet the requirements
of the specifications at time of arrival on site.
5. When required by the Project Manager, asphalt emulsions shall be tested in
accordance with the latest edition of ASTM-D244. Test samples shall be taken in
accordance with ASTM-D140. The cost of samples and testing shall be the
responsibility of the supplier.
6. Costs for materials testing and inspections are described in Section - 01400-
Quality Control.
3.8 Cleaning
1. After completion of asphalt work and prior to final inspection, the contractor shall
remove from all concrete walks, curbs, steps, walls and other structures, such
contamination by asphaltic or other materials resulting from the work.
3.9 Scheduling
1. Do not place final course of asphalt until all machinery and the like has
permanently left the site. The owner shall receive a fresh surface, not damaged
or driven on.
END
CONCRETE
Section 02614
PART 1 - GENERAL
1.1
Description
1
This section specifies the supply and installation of concrete
for paving, slabs and curbs.
.2 Related work:
Section 02200 - Earthwork
Section 02822 - Sodding
1.2
Quality Assurance .1
The contractor must have a minimum of 5 years experience
in concrete work.
.2 All materials must conform to CSA CAN 3-A.23-1-M77,
latest edition (metric). A copy must be kept on site at all
times during construction.
.3 Furnish the Owner with a certificate prepared by the Ready-
Mx concrete suppliers stating that all requirements
regarding strength, slump, air entrainment, mix materials,
and ratio have been met and maintained.
.4 Prior to pouring concrete, obtain the approval of the Owner
of all form work, placement of reinforcing steel,
consolidation of subgrade and placement and consolidation
of granular base.
.5 When required by the Owner, have core tests taken at not
Jess than 30 m intervals, to detennine the actual thickness fo
the slab. Pay all costs incurred. Patch slab to the
satisfaction of the Owner at no extra cost..
.6 When required by the Owner, have all concrete tested for
compressive strength, slump and air contact, in accordance
with CSA CAN 3-A23.2-M77. Submit test reports in
duplicate and pay all costs incurred.
CONCRETE
Section 02614
.7 Ensure work complies with the Ontario Building Code and
all pertinent local bylaws and regulations. These shall
govern in case of conflict with the specification. Obtain and
pay for all necessary permits before starting work.
1.3
Product Delivery,
Storage & Handling .1
Store all materials in accordance with CSA CAN 3-A.23.1-
M77, latest edition.
.2 Store reinforcing steel on racks or skids. Protect from
contamination by dirt or other materials.
.3 Store forms off the ground and sufficiently supported to
prevent warping or distortion. Protect from contamination
by oil, grease, water, earth, etc.
.4 All concrete is to be ready mixed at plant and transported to
the site by truck in accordance with CSA CAN 3-A23 .1-
Mn
.5 Convey concrete from the mixer to the place offinal deposit
as rapidly as possible, with as little rehandling as is practical.
Avoid segregation and/or loss of material.
.6 Place concrete in final position and at such a rate that it
remains plastic at all times and flows readily between
reinforcement, into all comers and crevices and around all
embedded fixtures. Pour in a continuous operation between
expansion joints.
.7 Thoroughly clean all equipment, used for mixing or
transporting of concrete, of all hardened concrete and
foreign material prior to placing concrete.
.8 Do not allow concrete to be contaminated by foreign
materials. Do not use retempered concrete unless approved
in writing, by the Owner
.9 Obtain the approval of the Owner of the type, number and
method of use of mechanical vibrators. Do not operate a
vibrator for longer than 10 seconds in anyone location.
CONCRETE
Section 02614
.10 Maintain constant control to ensure that finished concrete is
dense, uniform, free of air holes or honeycombs and that no
segregation of aggregates and cement paste occurs.
1.4
Job Conditions
.1
Protect all concrete surfaces form damage or harmful effects
of weather, water, mechanical shock or trespassers until
concrete is properly cured.
.2 If temperature is expected to drop below 50C, place and
protect concrete in accordance with AC 1.605.
1.5
Inspection
.1
Obtain the approval of the Owner of the layout, compacted
sub-grade, compacted granular base, formwork and
reinforcing before proceeding with subsequent work.
PART 2 - PRODUCTS
2.1
Materials .
.1
Granular A and Granular B: Granular material conforming
in all respects with OPSS 1010, latest edition.
.2 Portland cement: Standard grey portland cement,
conforming to CSA CAN3-A5-M83, type to normal.
.3 Aggregates: Nominal size as specified and conforming to
CSA CAN 3-A.23 .1-M77 latest edition..
.4 Water: Clear and free of deleterious substances or
efflorescing salts.
.5 Air entraining admixtures: Conforming to CSA CAN 3-
A266.1-78 and of approved manufacturer.
.6 Reinforcing Steel: Conforming to CSA G-30.12-M77 for
bars, CAS G30.5-M82 for welded steel wire mesh and
OPSS 1440.
.7 Expansion joint: Premoulded bituminous impregnated fibre
board conforming to ASTM D1751-73 of thickness and
depth specified.
2.2
Mixes
PART 3 - EXECUTION
3.1
Preparation
3.2
Granular Base
CONCRETE
Section 02614
.8 Curing Compounds: Clear liquid chlorinated rubber to
ASTM C309 and OPSS 1315
.9 Damp Proofing: As specified and conforming to
CGSB 38-GP-2M and 37-GP-3M
.10 Formwork: Conforming to CSA CAN 3-A23 .1-M77 and
ACl-347 and of sound wood, in good condition and equal
or better than No.2 grade construction spruce and/or 19
mm Douglas fir plywood, with the surface treated to
produce a smooth concrete finish.
.1
Mix concrete materials in accordance with CSA CAN 3-
A23.1M-77, in the proper proportions and ratios to provide
a finished product as specified. Concrete mix shall meet the
following requirements: Compressive strength 32 Mpa at 28
days; 100mm slump at point of deposit; air entrainment 6%
(+ or - 1%). Unless noted otherwise on the drawings or
details, all concrete is to be 32 Mpa strength.
.2 With the exception of air entraining agents, other
admixtures may only be used with the written approval of
the Owner. The use of agents to lower the freezing point
of the mix will not be permitted.
.1
Fine grade sub grade eliminating uneven areas and filling low
spots. Remove all debris
.2 Compact finished subgrade to 95% Standard Proctor Dry
Density.
.1
Spread the specified granular materials in horizontal layers
not exceeding 100 mm loose depth and compact to 95%
Standard proctor Dry Density. In areas where compaction
by roller is not possible, compact with approved mechanical
or hand tamping devices to the specified density.
.2 Ensure that granular does not become contaminated by
CONCRETE
Section 02614
deleterious material.
.3 Build up thickness of each material to the minimum
compacted thickness as specified on the drawings.
.4 Correct all irregularities or depressions resulting from
rolling and compact until the granular surface is smooth,
uniform and true to line and grade.
.5 When required by the Owner, have the compaction of the
granular materials tested by an approved, independent
testing firm. Submit 2 copies of the test results to the
owner and obtain his approval prior to pouring concrete.
Pay testing costs incurred.
3.3 Form Work
.1
Erect forms in such a manner as to facilitate dismantling and
removal without damaging concrete.
.2 Erect forms true to line and level in accordance with the
drawings, and sufficiently braced to maintain their form and
alignment when concrete is placed.
.3 Prior to each pouring operation, coat affected form surfaces
with an approved form separating material.
.4 Provide for all openings, sleeves, hangers, anchors and ties
to be cast into the concrete.
.5 Do not use treated plywood for exposed surfaces more than
5 times. Do not use plywood if surface is damaged.
.6 Obtain the approval of the Owner of all form work before
proceeding.
3.4 Reinforcement
.1
Before placing reinforcement, clean all loose scale, dirt and
any other coating that would destroy or reduce bonding to
concrete.
.2 Place all reinforcement accurately in accordance with the
drawings and/or approved shop drawings. Use approved
CONCRETE
Section 02614
chairs, spacers, hangers or ties to secure the reinforcing in
position.
.3 Unless directed otherwise, provide the following minimum
concrete cover over reinforcing:
. I 50 mm where concrete is deposited against soil.
.2 50 mm for bars larger than 10m and 40 mm for
bars smaller than 10m where concrete is exposed
to weather.
.4 Stop reinforcing on each side of expansion joints. Where
dowels are indicated, cast one half into one side of the
joints. The exposed half shall be machined smooth and
heavily greased before placing adjoining sections.
.5 Locate control joints as shown on the drawings. Ensure
joints are to a minimum depth of 1/4 the thickness of the
concrete. Make joints by one of the following methods:
.1 Sawed joints.
.2 Hand fonned and hand tooled.
.3 Inset joints placed in plastic concrete.
.6 No offsets will be allowed between adjacent sections of
joint fillers and no plugs of concrete will be pennitted
anywhere within an expansion joint.
.7 Apply joint sealant in accordance with the manufacturer's
directions. Ensure joints are clean and free of any foreign
substances before sealing. Clean any sealant spilled on
concrete surface immediately.
.8 Install water stops as detailed. Join adjacent pieces of water
stop materials in accordance with the manufacturer's
specifications and using recommended adhesives.
3.6 Placing of Concrete
.1
Place concrete by approved means and using approved
equipment.
CONCRETE
Section 02614
.2 Do not place concrete until formwork and grades have been
inspected by the Owner.
.3 Transport concrete from mixer to point of deposit, and
place in final position as quickly as possible to prevent
separation and loss of materials.
.4 While placing concrete, compact thoroughly and uniformly
by approved means to ensure a dense homogeneous
structure free of air pockets, and honeycombs and closely
bonded with reinforcement.
3.7
Finishing
.1
Treat and finish all surfaces as directed or specified and in
accordance with CSA CAN 3-A23-I-M77.
.2 Strike off and float all exposed paving surfaces as soon as
possible after consolidation and in accordance with
recommendations of the Portland Cement Association.
Execute final finishing as specified on the drawings or as
directed by the Owner.
.3 Ensure finished surface is true to line and level as shown on
the drawings Walks adjacent to curbs will have a pitch of
200 mm per meter towards the curb. Other walks will be
pitched as shown on the drawings.
.4 All irregularities greater than 6 mm under a 3000 mm
straight edge, operated parallel to the centre line, must be
repaired
.5 Obtain approval of the Owner of finished surfaces before
starting curing operations.
6 Immediately after stripping form work, obtain the approval
of the Owner before commencing patching, finishing or
curing operations.
CONCRETE
Section 02614
.7 The extent, method and type of mix for patching shall have
the approval of the Owner before commencing work
Ensure patching mix contains an approved bonding and
waterproofing agent and that it is installed in accordance
with the manufacturer's specifications.
3.8 Curing
.1
Keep concrete moist for at least 3 days after placement, in
accordance with CSA CAN-A231-M77.
.2 Method of curing shall be as specified or by one of the
following approved methods if not specified:
.1 Moist curing.
.2 Waterproofing paper or white polyethylene
sheeting.
.3 White liquid membrane compound.
.4 Combination of above methods.
.3 Moist Curing: Use burlap or approved equal. Ensure
it is thoroughly wet when applied and kept continuously wet
and in full contact with the surface during the curing period.
.4 Waterproof paper or white polyethylene sheeting:
Ensure sheet is large enough to cover entire concrete
surface. Secure to prevent displacement during curing
period. Immediately repair any tears or holes.
.5 White liquid membrane compound: Apply at the rate of
1 litre per 5 square meters after final finishing and all free
water has disappeared. Keep membrane compound agitated
to prevent settling of compound. Apply membrane
compound to edges immediately after formwork is
removed. Ensure a continuous and unbroken membrane
cover is applied.
3.9
Clean-up
.1
Clean and remove all concrete spills from the site
End of Section
Division 2
PLAYGROUND AREA
Section 02640
PART 1 - GENERAL
1.1 General Instructions
1. Comply with requirements of Division 1.
1.2 Related Work
1.
Poured in Place Concrete
Section 03300
PART 2 - PRODUCTS
2.1 Subdrain
1. Pipe to be perforated, flexible PVC (polyvinyl chloride) piping with continuous
knitted polyester filter sock, and should be CSA approved. All couplings, tee,
end caps, reducers, elbows, etc. to be PVC, securely fastened.
2. Backfill material to be 19mm clear crushed limestone.
2.2 Filter Fabric
1. Filter cloth to be Terrafix 270R or approved equal.
2.3 Safety Surfacing
1. Safety surfacing shall be 'Fibertop' as supplied by Playcare Incorporated
(Tel) 1-800-899-5053, or approved equal.
PART 3 - EXECUTION
3.1 Excavation
1. Before proceeding with excavating work all facilities shall be staked out and
approval obtained from the Project Manager.
2. All areas shall be excavated to the specified depths as shown on drawings and
details. Surplus excavated material shall be removed from site and properly
disposed.
3. Excavate play area and trenches in accordance with the drawings and
specifications and if deviation from plans occur, mark changes on record
drawings.
4. De-water excavating as required or as directed by the Project Manager.
Division 2
PLAYGROUND AREA
Section 02640
5. Finished subgrade of play area shall be sloped to drain into perimeter subdrain.
3.3 Backfilling Subdrain Trench
1. Obtain the Project Manager's approval prior to back-filling trenches.
2. Backfill with materials as indicated on the drawings to 90% Standard Proctor
Density (S.P.D.) around the pipe.
3. Backfill in 150 mm lifts and consolidate each layer of fill.
4. Fill materials above the drainage pipe shall be mechanically compacted, up to
the finished grade, to 95% S.P.D. Be responsible for making good any
subsequent settlement of fill and/or work placed on top of it.
5. Cover top of granular backfill with filter cloth as shown on the drawings to prevent
contamination.
3.4 Installation Subdrain
1. Place pipe with holes facing downward.
2. At all ends, install insert end caps.
3. Ensure a minimum continuouS fall of 1.0% is achieved.
4. Fully grout and patch at point of connections to any catch basin and/or manhole.
3.5 Installation Playground Safety Surfacing
1. Cover entire playground area with filter fabric T errafix 270R or approved equal
prior to installation of sand mix. Ensure subgrade is free of stones and debris
50mm and larger.
2. Install sand mix to minimum depth of 300 mm or as shown on the drawings.
Prior to project completion and final acceptance, install additional sand mix as
required or directed to compensate for settlement and natural material
consolidation, ensuring that at project completion the minimum depths are
achieved.
END
I Division 3
POURED IN PLACE CONCRETE
Section 03300 I
2. All rough grading, filling where required, excavating and preparation of subgrade
under concrete shall be done in accordance with the drawings and specifications.
Surplus excavated material shall be removed from site and properly disposed.
3. Where it is necessary to carry out excavations deeper than specified, fill extra
excavation with granular fill as directed. The cost of extra excavations and extra
fill will be paid for at the contract unit prices. Where such extra costs are the
result of the contractors error or misinterpretation, no extra payment will be
made. All additional excavations and placing of additional granular fill shall be
approved by the Project Manager prior to the work taking place.
4. The final subgrade under concrete paving shall have the approval of the Project
Manager or City of Oshawa Laboratory Technician prior to placing of granular
base course(s).
5. Any underground wiring or other utility occurring below a paved area shall be
fully paces so as not to contaminate the granular base and compacted to 100%
Standard Proctor Density (S.P.D.). Do not place concrete and later cut for
installation of utilities. Fully inspect and duly accept wire crossings by the
electrical contractor.
6. Upon approval of subgrade, the contractor shall spread the previously approved
specified granular base course materials in accordance with the drawings.
7. Granular materials shall be spread in layers not exceeding 150 to 200 mm in
depth, per layer. The contractor shall take care that deleterious materials do not
contaminate granular materials.
8. Consolidate concrete by approved means, while it is being placed. Place
concrete in a continuous operation until section is completed or between joints.
Thoroughly work concrete around reinforcement and embedded fixtures and into
comers of forms.
9. Maintain constant quality control to ensure that finished concrete is dense,
uniform and free of honeycombing and that no separation of materials can occur.
10. Place expansion and control joints where required or as shown on drawings.
11. The contractor shall arrange the compaction tests to be carried out by the City of
Oshawa Materials Testing Lab prior to the placement of concrete. The cost for
such tests shall be paid for as described in subsection 3.6.9.
3.2 Weather Protection
1. During extreme cold or hot weather, protect concrete and concreting operations
in accordance with OPSS.
I Division 5
METAL FABRICATION (GAZEBO)
Section 05100 I
PART 3- EXECUTION
3.1 Installation
1. All facilities to be staked out and approval obtained from the Project Manager.
2. Ensure prefabricated gazebo is ordered and delivered in ample time for
installation.
3. Excavate foundations in accordance with the certified shop drawings, surplus
excavated material shall be removed from site and properly disposed.
4. Coordinate installation of concrete foundations with the installation of decorative
asphalt areas.
END
Brookhouse Parkette
1.0 General Conditions
2.0 Intent
3.0 Standards and
References
4.0 Materials
Electrical - General Requirements
Section 16010
Page 1
June 2005
.1
The General Requirements, Bid Fonn, Instructions to Bidders, Bid Policies,
Special Provisions, the Agreement and the Contract Drawings will fonn a
part of this Specification in the same manner as if they were recited in full
herewith.
.2 Refer to other Specifications in these Documents to detennine their effect
upon the work of this section.
.3 Unless specified otherwise, the following instructions will apply to all
sections of Division 16.
.1
Mention herein or indication on drawings of articles, materials, operations
or methods requires: supply of each item mentioned or indicated, of
quality, or subject to qualifications noted; installation according to
conditions stated and; perfonnance of each operation prescribed with
furnishing of necessary labour, equipment and incidentals for Electrical
Trades, Division 16.
.2 Supplementary to definitions estabiished are:
.1 "Supply" will mean furnishing to site in location required or directed
complete with accessory parts.
.2 "Install" will mean set in place and secured or affixed to building structure
as noted or directed.
.3 "Provide" will mean supply and install as each is described above.
.3 Where used, wordings such as "approved, to approval, as directed,
pennitted, pennission, accepted, acceptance", will mean: approved,
directed, pennitted, accepted, by authorized representative ofthe owner.
.1
Equipment provided under this Division will confonn to applicable standards
and regulations of the following organizations:
Canadian StandardS Association
Underwriters' Laboratories of Canada
Canadian Electrical Code
Electrical Safety Authority
Ontario Electrical Safety Code
Canadian Underwriters Association
National Building Code
Ontario Building Code
Veridian Connections
.1
Materials will be new, of Canadian manufacture where available, first
quality and unifonn throughout. Submit tender based on the use of
materials and equipment specified or on the listed acceptable alternate
equipment as further detailed.
Brookhouse Parkette
Electrical - General Requirements
Section 16010
Page 2
June 2005
.2 Electrical materials will be C.S.A. or equal, approved and be so labeled.
Materials not C.SA approved will receive acceptance for installation by
Electrical Safety Authority Special Inspections Branch before delivery, and
modifications and changes required for such acceptance will be ineluded in
work of this Section. Material will not be installed or connected to the
source of electrical power until approval is obtained.
5.0 Material Acceotance
6.0 Examination of
Site & Conditions
7.0 Workmanshio
8.0 Co-operation and
Resoonsibilitv
.3 Confinn capacity, ratings and characteristics of equipment items being
provided to supply power to equipment provided under other Divisions of
the work. Resolve discrepancies before such items are purchased.
.1
The acceptance of materials installed presumes that materials have not
been damaged or exposed to conditions that would be considered to
adversely affect perfonnance and life expectancy.
.2 If, in the opinion of the owner's representative materials have sustained
damage, or have been exposed to abnonnal conditions, it will be the
responSibility of the contractor to have such tests perfonned as deemed
necessary by the owner's representative to establish condition and
therefore, acceptability of installed materials.
.3 Tests will be conducted by independent testing specialists acceptable to
the owner's representative who will provide written report of tests directly to
the owner's representative.
.1
Examine the site, local conditions and the complete set of landscaped
drawings affecting the work of this project. Examine carefully all Tender
Documents and ensure the work can be satisfactorily carried out as shown.
Before commencing work, examine the work of other sections and report at
once any defect or interference affecting the work of this Section. No
allowance will be made later for any expense incurred through failure to
make this examination or to report any discrepancies in writing. The
complete set of drawings and specifications are available at the owner's
office. Any item affecting the price is to be in writing.
.1
Workmanship and method of installation will confonn to best standards and
practice and will be perfonned to approval. Licensed electricians holding
valid Ontario Ministry of Trades Certificates of Qualification will perfonn all
work and they will be employed by a licensed electrical contractor. Only
sub-contractors listed on the tender fonn will be employed on this project.
.1
Work of this division will inelude full responsibility for laying out of work; and
for any damage caused to other section of work by reason of improper
location or installation; prompt installation of work in advance of concrete
pouring or similar work; and responSibility for condition of all material and
equipment supplied under this Section and responsibility for protection and
maintenance of work completed and accepted until tennination of contract.
Brookhouse Parkette
Electrical - General Requirements
Section 16010
Page 3
June 2005
.2 Co-operate with the landscape contractor engaged on the work. to ensure
that items installed under this Section are located in proper relation to other
materials. Co-operate fully with the preparation and maintenance of an
accurate construction co-ordination schedule.
9.0 Temporary and
Trial Usaae
10.0 Protection
11.0 Bylaws and
Reaulations
12.0 Pennits and Fees
13.0 Certificates
14.0 Guarantee I Warranty
.1
Temporary or trial usage of materials, will not be construed as evidence of
acceptance of same.
.2 Permanent electrical services and equipment may not be used for
construction purposes except as otherwise directed in writing by the
owner's representative.
.1
Protect work. from damage that would impair its efficiency or mar its
appearance.
.2 Securely plug or cap open ends of raceways to prevent obstruction using
approved manufactured devices.
.3 Protect factory-finished equipment from damage. Damaged finishes will be
restored to original condition.
.4 Return equipment to manufacturer for refinishing, if so directed.
.1
Work. will confonn to latest rules, regulations and definitions of Canadian
Electrical Code and applicable Municipal and Provincial Codes and
Regulations, and with requirements of other authorities having jurisdiction
in the area where work. is to be perfonned. Minor changes required by an
authority having jurisdiction will be carried out without change to the
contract amount. StandardS established by drawings and specifications will
not be reduced by applicable codes or regulations.
.1
File contract drawings with proper authorities and obtain their approval of
installation and pennits for same before proceeding with work.. Prepare
and submit necessary detailed shop drawings as required by Authorities.
.2 Pay all fees in connection with examination of drawings, penn its,
inspections and final certificate of approval.
.1
Furnish necessary certificates as evidence that work. installed confonns to
laws and regulations of authorities having jurisdiction.
.1
Guarantee materials and wOrk.manship for period of one year (except as
otherwise noted) from date of final acceptance by the owner, and defects
will be corrected and made good, except in case of defects occurring from
misuse by occupants.
Brookhouse Parkette
15.0 Construction Facilities
16.0 Contract Drawinas
17.0 Shop Drawing
Material and Usts
18.0 Record Drawings
and Soecification
19.0 Interference Drawinas
Electrical - General Requirements
Section 16010
Page 4
June 2005
.1
Provide job site office, workshop, tools, material storage, and the like,
which are required to complete work.
.1
Drawings are intended to serve as a guide showing quantities, and general
arrangements, and are not necessarily working drawings from which
measurements can be taken, except where dimension figures are
specifically shown. Information involving accurate measurements will be
taken from the landscape architectural site drawings.
.1
Prepare and submit (a minimum of six) shop drawings and lists of materials
for review. (Refer to the General Conditions of the contract). Make
submittals of more than two pages in booklet form.
.2 Prior to equipment fabrication, delivery or installation, submit complete lists
of materials proposed, indicating manufacturer, catalogue numbers and
complete performance data.
.3 Review of shop drawings by the owner's representative is for the sole
purpose of ascertaining conformance with general design concept. This
review will not mean that the owner approves detail design inherent in shop
drawings, responsibility for which will remain with contractor and such
review will not relieve contractor of his responsibility for meeting all
requirements of contract documents. Contractor is responsible for
dimensions to be confirmed and correlated at site, for information that
pertains solely to fabrication processes or to techniques of construction and
installation and for co-ordination of work with all trades.
.1
Maintain record revisions and fumish record drawings for work of this
Division. Obtain for this purpose at least two sets of white prints.
.2 Show on record drawings, all deviations in the work; exact locations for all
electrical services buried below pavement and soft landscaping material;
concealed junction or pull boxes; access panels. Locate exterior buried
work by dimension from lighting poles and other fixed objects.
.3 Obtain approval for all provisions for future extension, and establish
verification before these are concealed.
.4 Provide "As Bum" Record Drawings in AutoCAD version 2000 together with
other documents required upon completion of the work.
.1
Prepare and submit composite interference drawings to avoid and/or
resolve conflict of trades and to co-ordinate work of Electrical Division with
all other trades.
.2 Interference drawings will indicate exact arrangements, of all areas and
equipment to scale with dimensions.
Brookhouse Parkette
20.0 Instructions
to Ooerator
21.0 Maintenance Data
22.0 Cleaning, Lubrication
and Adiustment
Electrical - General Requirements
Section 16010
Page 5
June 2005
.3 Co-operate with work of Mechanical Division and provide data requested
and as required in the preparation of interference drawings for the work of
Mechanical Division.
.4 Make interference drawings in conjunction with all parties and trades
concemed showing sleeves and openings and passage of electrical work
through the site. Drawings will also show inserts, special hangers and
other features to indicate routing through confined spaces, installation of
equipment in such areas.
.5 Provide detail drawings of pulling pits, equipment bases, anchors, etc.
pertaining to electrical work.
Instruct owners' representative in care, maintenance and operation of
Electrical Systems and associated equipment.
.2 Supply full Operating and Maintenance Instructions in triplicate, each in stiff
cover, three-ring binder suitably separated and labeled. Operate each item
of equipment in presence of owners to ensure understanding of working
parts and function of each item of equipment. Supply one complete set of
"Approved" Shop Drawings in separate hard cover binder suitably
separated and labeled for owner's use.
.1
.1
Compile infonnation and prepare two Maintenance Data manuals which will
include:
.1 Manufacturer's installation, operation and maintenance instructions,
replacement parts and names and addresses of suppliers, for all movable
apparatus and mechanically and electrically operated items, appliances
and equipment.
.2 Chart showing any necessary seasonal adjustments to electrical
apparatus and recommended minimum and maximum time intervals for
inspection of all items.
.3 Lists of lamps used throughout the project indicating: wattage, voltage,
ordering abbreviation and/or catalogue number.
.4 List of fuses, overcurrent, overload, protective relays, etc. Indicating
type; size; quantity; and name of machine, motor, feeder, or device
protected.
.1
Immediately prior to completion of work:
.1 Remove all dust, dirt, and other foreign matter from internal surfaces of
enclosed electrical apparatus and equipment.
.2 Remove all temporary protective coverings and coatings, temporary
labels.
.3 Clean, repair, lubricate and adjust all mechanism and movable parts of
apparatus and equipment leaving it in new condition and operating
properly.
.4 Balance demand loads for service and distribution feeders within 5
percent upon completion of work and after the facility is in full operation.
Brookhouse Parkelle
23.0 Insoection and Testina
24.0 Certification of tests
25.0 Comoletion
26.0 Cullino and Patchino
Electrical - General Requirements
Section 16010
Page 6
June 2005
.1
Systems, equipment, and all major items of material will be tested to the
satisfaction of the owner's representative and as required to establish
compliance with plans and specifications, and with the requirements for the
Supply and Inspection Authorities.
.2 Faulty and defective equipment will be replaced with new materials.
Conductors which are found to be shorted or grounded, or have less than
proper insulation resistance, will be replace with new conductors.
.3 Tests will include, but are not limited to, the following:
.1 Test of secondary voltage cables will include megger tests to establish
proper insulation resistance, and phase-to-ground resistance of cables.
.2 Test of all adjustable overload and overcurrent protective devices of
secondary switchgear to establish calibration and operation in accordance
with specifications and approved co-ordination curves.
.3 Visual examination of switchgear to determine adherence to allowable
manufacturing tolerance and compliance with manufacture~s
recommended installation requirements.
.4 Proper functioning of all systems.
.5 Polarity tests - to establish proper polarity connections to all sockets and
receptacles.
.6 Test of system neutral to establish proper insulation resistance and
isolation of neutral from ground except for required ground connection a
Service.
.1
When work is complete submit three copies of test results and a signed
statement listing all tests that have been performed as required by
specifications and manufacture~s instructions
Provide receipts from designated representative of owner for portable and
loose materials (e.g. spare fuses, keys, etc.)
.2 Provide copy of final inspection certificate from the Electrical Inspection
Authority.
.1
.3 Perform tests and provide the documentation as further described herein.
.4 Provide Record Drawings to approval.
.5 Provide manufacturers corrected "as built" shop drawings for all major
electrical items and systems, including all shop drawings retumed for
modifications.
.1
Provide openings and sleeves in pavements, as required for work of this
Section.
.2 Pay for CUlling and patching and making good as required for work of this
Division. Before commencing, obtain the owne~s approval for extent and
nature of cutting. Make good disturbed surfaces to the owne~s approval.
Brookhouse Parkette
Electrical - General Requirements
Section 16010
Page 7
June 2005
27.0 Schedule of Work
.1
Electrical services and auxiliary services will be maintained continuously
without interruption. Interruptions to services will be confined to periods of
time to be designated the owner's representative. Include in tender for
temporary connections, overtime labour charges, and such related
allowances in order to conform to these conditions.
28.0 Hvdro Charaes
.1
The owner will pay the Veridian Connections servicing charges related to
this project, directly to Veridian Connection.
.2 The electrical contractor will provide the co-ordination with Veridian
Connections.
END OF SECTION
Brookhouse Parkette
1.0 General
2.0 Branch Circuit Wiring
and Feeder cables
3.0 Paintina
4.0 Nameplates
and Schedules
Electrical - Basic Materials and Methods
Section 16020
Page 1
June 2005
.1
The General Requirements, Bid Form, Instructions to Bidders, Bid Policies,
Special Provisions, the Agreement and the Contract Drawings shall form a
part of this Specification in the same manner as if they were recited in full
herewith.
.2 Refer to other Specifications in these Documents to determine their effect
upon the work of this section.
.3 Unless specified otherwise, the following instructions shall apply to all
sections of Division 16.
.1
Provide branch circuit wiring, conduits and feeders as required for Lighting,
Power and Auxiliary Systems. Separate conduit systems will be provided
for feeder, lighting and power systems.
In general, equipment will be galvanized or painted in the factory before
being shipped to site. Where painting is required, the material will be
sanded and cleaned. The metal will have an approved prime rust resistant
coat and will be finished in two coats of an approved exterior gloss enamel
paint.
.2 After installation, touch up all scratches, chips, other damage and defects in
paint, using zinc chromate primer or paint or special enamels as necessary
to match the original.
.1
.3 Finish and colour of all equipment will be co-ordinated to provide uniform
appearance.
.4 Painting of conduits and supports and other exposed surface work will be
done under Painting Section except as noted.
.5 Install material in time to be painted together with mounting surfaces.
.6 Do not paint over nameplates.
.7 Refer to other Sections for special paint finishes of equipment.
.1
Identify electrical equipment supplied under this Division with 3 mm thick
black laminated plastic nameplate to indicate equipment controlled to
provide instruction or waming. Lettering will be 6 mm high for small
devices such as control stations and at least 13 mm high for all other
equipment. Submit a list of proposed nameplates for approval before
manufacture.
.2 Provide panel boards with typewritten schedules identifying outlets and
equipment controlled by each branch circuit. Protect schedules with non-
inflammable clear plastic.
Brookhouse Parkette
Electrical - Basic Materials and Methods
Section 16020
Page 2
June 2005
.3 Identify junction boxes, pull boxes, cover plates, conduits and the like,
provided for future extension, indicating theirfunction.
5.0 Excavation and Backfill
.1
Provide necessary excavating and backfilling required for work of this
Division, performed as specified under another Division of the work, except
as modified below.
.2 Keep excavations free of water, pump as necessary. Provide and maintain
adequate heat, shoring, other necessary temporary protection.
.3 Trench excavation will be carried out in strict conformity wnh the Trench
Excavator Protection Act.
.4 Excavation for underground services will be to required depths and
dimension and will be prepared as required, so that no portion of any
conduit or duct bank, bears directly against any rock or other hard surface.
.5 Remove and dispose of all surplus excavated material.
.6 Backfill promptly after approval of work. Prevent damage to or
displacement of walls, piping, conduns, waterproofing and other work.
.7 For direct buried conduit and cable in all soil conditions excavate to 150
mm below and a minimum of 100 mm enher side of the cable run. Back fill
with a bedding of granular "A" gravel or sand.
.8 Refer to details on drawings and to utilny company requirements for
concrete encased duct installations.
.9 Where excavation is necessary in proximity to and below the level of any
footings, provide a sleeve at the proximity line and back fill with 20 mPa
concrete to the level of the highest adjacent footing. Proximny is
determined by the angle of repose as established by the owne~s
representative.
.10 Provide sleeves under all roads and paved areas.
.11 Before backfilling, obtain approval. Remove all shoring during backfilling.
.12 Backfill trenches within building, wnh clean sharp sand in individual layers
of maximum 150 mm (6") thickness, compacted to a density of 100%
Standard Proctor. Hand compact the first layers up to a compacted level of
minimum one foot. Hand or machine compact the balance up to grade,
using approved equipment.
.13 Backfill trenches outside buildings, not under roads, parking lots, or traffic
areas, up to a compacted level of 450 mm above the cable or duct bank
wnh individual layers of material up to 150 mm (6j thick, hand compacted
to a densny of 95% Standard Proctor, using sand or granular "A" gravel.
Backfill the balance to 95% Standard Proctor, using approved equipment.
Brookhouse Parkette
Electrical - Basic Materials and Methods
Section 16020
Page 3
June 2005
.14 Backfill all other trenches outside buildings with granular "A" gravel in
layers not exceeding 150 mm thickness, compacted to 100% Standard
Proctor density up to grade level: manual compaction up to 450 mm and
mechanical compaction, using approved equipment, forthe balance.
.15 Make good existing paving, curbs, soft landscaping and other work where
damaged by excavation and filling work of this Division. Repair any
subsequent settlement of fill placed under this and pay all costs in
replacement of other work damaged by such settlement and restoration.
6.0 Support for
Underaround Services
.1
Provide suitable solid support to comply with requirements of authorities
having jurisdiction, where solid, undisturbed earth stratum is not available
for support of underground services. Minimum requirements where
services pass through backfill or exterior foundation walls will be 20 mPa
concrete fill, full depth to undisturbed earth.
7.0 Conduits, Raceways
and Wirewavs
.1
Wire and cable will be installed in conduit (ar tubing) as follows:
.1 Rigid and galvanized steel conduit with threaded IPS fillings to be used:
-Where noted and required by regulations
-Surface mounted within 1200 mm of floor and where subject to mechanical
damage
-Where embedded in poured-in-place concrete
-Where installed in concrete which is in contact with earth or grade
.2 Electrical metallic tubing (EMi) may be used concealed in place of rigid
conduit in dry locations subject to goveming regulations. Connectors will
be provided with factory-installed insulated throats.
.3 Conduit installed below grade and below concrete grade slabs will be rigid
heavywall PVC type, with solvent weld joints and Electrical Safety Authority
approved for use above grade. (CSA SPEC C22.2-No. 211.2). Rigid TYPE
2 PVC underground conduit, EBII, DBII and poly pipe are not acceptable.
.4 Provide a separate code gauge supplementary grounding conductor run in
each conduit or duct, terminating a ground block at panelboards.
.5 Where conduit is installed in concrete slabs, obtain general approval, prior
to commencing the work, on both maximum dimension and crossovers
which may be used therein. Comply with requirements of CSA Standard
NO.A23.3 paragraph 5.17.
.6 Install conduits with a 150 mm wide plastic waming tape located 300 mm
below finished grade for the full length of the conduit. Obtain approval for
routing of conduits. Keep conduits at least 150 mm (6j clear of mechanical
pipes, drains.
8.0 Wirina and Cable
.1
Wire and cable will comprise copper conductors, sized as noted, rated 90
deg. C., 1000 volt minimum and CSA approved for applications.
Brookhouse Parkette
Electrical - Basic Materials and Methods
Section 16020
Page 4
June 2005
.2 Wire and cable unless noted, will be rubber insulated Type RWU which
cable will not be installed at temperatures below 20 deg. F.
.3 Use X-Link insulated cables for circuns protected by ground fault circun
interrupters.
.4 Include in each conduit, tubing and raceway, a code gauge green
supplementary grounding conductor which will be connected to sunable
ground bus in equipment.
.5 Minimum wire size for power wiring will be no. 6 AWG gauge unless
specified otherwise. Control wiring will be #12 AWG RWU insulation.
Maximum voltage drop between furthest outlet of any circuit, when fully
energized, and panel to which n is connected will not exceed two percent.
.6 Number of wires indicated for lighting and power, motor and auxiliary
systems is intended to show general scheme only. The required number
and types of wires will be installed in accordance with equipment
manufacturer's diagrams and requirements, and with requirements of the
installation, except that specification standards will not be reduced.
.7 Solderless connectors nylon-jacketed "Vibration-Proof' screw-on wire
connectors "Ideal-Wing Nuts" rated 600 volls will be used for joints in
Branch Wiring.
.8 Wires or cables in feeders, sub-feeders and branch circuits will be colour-
coded in accordance wnh Ontario Electrical Safety Code. Each end of
feeder tenninations (e.g. in Panel boards, switches, splMers and the like)
Code Phase A-Red, Phase B-Black, Phase C-Blue, Neutral-White.
.9 The use of exposed plastic-jacketed cables will be subject to approval of
local inspection authomies.
9.0 Switches
.1
Provide fusible and non-fusible switches of one manufacture NEMA Type
"HC" with quick-make, quick-break contacts, horsepower-rated where
required to match the motor protected. Provide holders to accept specified
fuses. Swnches to include mechanical cover interlocks and line side
barriers.
.2 Where applicable and available, switches will be CSA "Approved for High
Service Factor."
.3 Provide safety disconnect switches adjacent to motors and other equipment
when required by regulations. Use switches of one manufacture
throughout. ACCEPTABLE MANUFACTURERS ARE:
.1 Cutler-Hammer
.2 Federal Pioneer Electric
.3 Siemens
Brookhouse Parkette
Electrical - Basic Materials and Methods
Section 16020
Page 5
June 2005
10.0 Fuses
.1
Fuse holders in fusible equipment generally will be provided with a
complete set of proper size Fonn 1. HRC Nema J or L current limiting
fuses, except as noted. Fusible equipment so provided will be adapted to
reject CSA Standard C22.2 No. 59 fuses. Fuses will be one manufacture
throughout.
.2 Fuses for motor circuits will be class J Time Delay, HRC, (e.g.: Gould Type
AJl).
.3 Select fuses for motor protection as recommended by manufacturer.
.4 Provide one complete set of spare fuses for each rating and type used,
unless otherwise scheduled.
.5 Apply Thomas and Betts "KoprIShield" conductive anti-seize compound to
all fuse ferrules and holders.
11.0 Electrical Service
.1
Provide complete electrical service as shown on the drawings and as
further described here.
.2 Grounding service, equipment, feeders, and the like will be performed in
accordance with OHEPC regulations and the Veridian Connections
requirements.
.3 The neutral connector of the wiring system together with the conduit system
and service equipment will be bonded to the service ground as near as
practical to the service entrance.
END OF SECTION
Brookhouse Parkette
Electrical - Lighting Systems
Section 16030
Page 1
June 2005
1.0 General
.1
The General Requirements, Bid Form, Instructions to Bidders, Bid Policies,
Special Provisions, the Agreement and the Contract Drawings will form a
part of this Specification in the same manner as if they were recned in full
herewith.
.2 Refer to other Specifications in these Documents to determine their effect
upon the work of this section.
.3 Unless specified otherwise, the following instructions will apply to all
sections of Division 16.
.4 Provide luminaires scheduled, complete with lamps, ballasts and necessary
accessories required for their installation and performance.
2.0 Materials
Catalogue reference numbers given for individual fIXture types are to be
supplied as specified.
.2 H.I.D. lamp ballasts (Metal Halide, High Pressure Sodium, etc.) will comply
with CSA Spec. C22-2 No. 66 including amendments for outdoor operation
where applicable, and will be compatible with fIXture and lamp assembly
which they serve.
.1
.3 Acceptable ballast manufacturers are:
.1 Universal
.2 Magnetec
.3 Venture/Balastronix
3.0 Shoo Drawinas
.1
Conform to the requirements of Section 16010.
.2 Submn for review a bound brochure containing illustrations of each fIXture.
Illustrations to be complete showing dimensions, light distribution and
mounting requirements. Illustrations to be noted to indicate special
features and finishes. A copy is to be retained by the contractor on the site,
to ensure co-ordination of installation requirements.
4.0 Lamos
.1
Provide lighting fIXtures with a full complement of clear lamps, unless
otherwise specified.
.2 H.I.D. lamps will be of the type recommended by the manufacturer of the
fIXture in which they are to be installed, and compatible with ballasts
installed.
.3 Acceptable lamp manufacturers are:
.1 Canadian General Electric
.2 OsramlSylvania
.3 Philips
5.0 Type A Pole I
Luminaire Assemblv
.1
A complete lighting assembly consisting of a StressCrete direct buried
concrete pole and a Cooper Lighting "Dayform Traditionaire" luminaire.
Brookhouse Parkette
6.0 Tvoe G Gazebo luminaire .1
.2
.3
.4
.5
.6
Electrical - lighting Systems
Section 16030
Page 2
June 2005
.2
The concrete pole will be StressCrete #E200-APO-G-E11c1w140_30/35
pre-stressed "Decor Series" tapered, octagonal 20 foot long finished in
#E11 Eclipse (black) etched aggregate.
.3
Each pOle will be supplied with a black, cast metal tamper proof hand hole
cover, a cast-in ground wire and a cast-in pOle top tenon 3" 0.0. x 3.5"
long.
.4
The luminaire will be Cooper lighting #UT070SH255 70 watt 120 volt high
pressure sodium with a high power factor ballast and a photo cell in the first
lumina ire in the circuit.
.5
The luminaire will have a NEMA Type V distribution refiector, clear
POlycarbonate lenses and a suitable adapter for pOle top tenon mounting to
the pole specified.
.6
The luminaire will be finished in black, PDWder coat thennoset acrylic
enamel.
.7
The overall pOle length is to be 20 feet, for a finished 15 foot mounting
height. Refer to detail #SKE-2 in the specifications.
.8
The luminaires are to be wired with #10 RWU from the pOle hand holes.
A complete lighting assembly conSisting of a Cooper lighting "Fail-Safe"
luminaire and a custom made wire guard.
Cooper lighting "Fail-Safe" #HPUC-PP-100N-120V_ll 15" round surface
mounted, 100 watt, 120 volt, vandal reSistant, high pressure sodium
luminaire.
The electrical contractor will co-ordinate on site with the contractor installing
the gazebo to Cut the necessary access holes to allow the electrical
contractor to install the cables concealed within the gazebo structural steel
columns and roof beams.
Provide suitable hot dipped galvaniZed steel mounting brackets (Unistrut) to
secure the luminaire to the underside of the gazebo roof structure.
Securely fasten the luminaire to the structural supports of the gazebo roof
structure with four (4) 2" x 10 self-tapping screws with fender washers.
Supply and install a 18" square by 12" deep galvaniZed welded wire mesh
guard to cover the complete luminaire. The guard will be manufactured
from 1" x 1" welded wire mesh and hot dipped galvanized after fabrication.
Fasten the guard to the structure with four (4) 2" x 10 self-tapping screws
with fender washers. The top of the guard is to be closed to keep birds
from nesting inside the guard.
The wire guard will be manufactured by Wire Guards Inc., Markham (905-
475-0688).
END OF SECTION