HomeMy WebLinkAboutKIN 98 070 Tender-Harbour Expan
v
~..
·
·
·
THE CORPORATION OF THE TOWN OF KINCARDINE
BY-LAW
BY-LAW NUMBER 1998 - 70
A BY-LAW TO ACCEPT A TENDER FOR THE EXPANSION
OF THE KINCARDINE HARBOUR
WHEREAS the Council for The Corporation of the Town of Kincardine deems it
expedient to accept a tender for expanding the Kincardine Harbour.
AND WHEREAS B.M. Ross & Associates Limited, Engineers for the Town of
Kincardine have conducted an analysis of all tenders received for this project
which analysis is attached hereto as Schedule "A" to this by-law;
AND WHEREAS recommendations have been received from the Waterfront
Construction Committee regarding negotiation with the tenderer in order to bring
the tendered price within the Town of Kincardine's budget for this project,
which recommendations are attached hereto as Schedule "B" to this by-law;
NOW THEREFORE BE IT RESOLVED THAT the Council for The Corporation of
the Town of Kincardine ENACTS as follows:
1. That the tender of Harold Sutherland in the amount of $1,209,036.87 less
adjustments to be negotiated with Harold Sutherland, pursuant to Schedule
"B", for a total tender price of $1,168,689.00 including all applicable taxes,
be hereby accepted.
2.
That the mayor and clerk be hereby authorized to sign, on behalf of the
Council for The Corporation of the Town of Kincardine, any contracts and
other documents required to authorize such work to commence, and to
affix the corporate seal of The Town of Kincardine.
3. That this by-law be subject to all necessary approvals from the Federal
Department of Fisheries and Oceans & Small Craft Harbours and the
Canadian Coast Guard.
4. This by-law shall come into full force and effect upon its final passage.
5. This by-law may be cited as the "Harbour Project Tender Acceptance By-
law".
READ a FIRST and SECOND time this ¡th day of December, 1998.
READ a THIRD time and finally PASSED this 10th day of December, 1998.
ßdk.- ~-~
, Mayor /'
~u"U....U"'i.L .,
8. M. ROSS AND ASSOCIATES I If,,UTs=n
~
T..
From
CONSULTING ENGINEERS
Posl-i!" Fa~ Not"
7671 0.'.
·
TELEPHONE (519) 524·2641
FAX (519) ~24·4403
C';('II[)
Co
62 NORTH STREET
GOOERICH. ONTARIO
N7A 2'1'4
pnon" .
r.... .
F.. .
9&005
December 9. 199M
Town of Kincardine
707 Queen Street
Kincardine. Ontario
N1Z 1 Z9
ATTENTION: John deRosew'oU
Administrator aod Monager of Public Works
Dear Sir:
RE: Kincardine Harbour Expausiou Project
The purpose (\f lhi~ leuer is to provide a summary of the review of the tenders for lhe
above projeCt and provide a recommendation to Council with respect to award.
Tenders wrre received for the Kincardine Harbour Expansion on Monday. December
7. 1998.
·
For Contract No.1. seven tenders were received. These tenders have been
arithmetically checked and corrected wero~ appropriate. The Iota I lender prices received are as
follows:
Harold Sutherland Construction Ltd.
L."1vis Contracting Co. LId.
Coolsaet Contracting Limited
Blue-Con Inc.
Ontario Con!\truction
Rideau Valley ConstructC\r~
Subterra \Valerloo Inc.
$:.209.036.87
$1.425.045.80
$1.527.372.25
51,542.724.93
$1.684.334.08
$1.793.881.75
$1.986,550.68
A second tcndcr was received (\n Contract NO.2 for floaring docks. Council declined
to consider the tender received by fax. The other tender received wa~ informal. in thaI il did
not quote on all of the requirements within the contract. Further, it did nor include .he
necessary financial submission. We haw therefore: rc:commended lhat neither of these renders
be considered.
BRANCH OFFICE; P.o. eox " 7g. MOUNT FOREST. ONTARIO NOG 2LO
TELEPHONE: (5191323·2945 FAX: (519) 323-3551
·
8. M. ROSS AND ASSOCIATES LIMITED
.,
. - .
/
We reviewed \ViÚI Council and the Commitlce. the construction hudget for the project.
An amount of $1.125.000.00 is availahle.
We reviewed rht: Sutherland tender and made the f(~II¡)wing notes:
·
· Submitted price - $1.209.0J6.
· Tender price afler adjustmclH for GST rebate' - $1.164.000.
· Budget - $1,125,000.
· Deficit - $39.000.
It is proposed that rhe deficit he fund£d partly by a number of the following:
· Reduce contingency sum of '$30.000.
· Reduce paving anu curb and gutter currcntly totalling $33.000.
. Reduce extent of concrete pad currently bid at $14,700.
Based upon the above. it is felt thaI the contract can be brought in line with the budget.
At the Committee meeting. B. M. Ross and Associates was further advised to seek
possible alternatives for floating docks (rom Sutherland Construction.
Rased upon úle auove. wc would recommend that Council give ú,ird rC:¡lding to the
Bylaw awarding the contract to Harold Sutherland Construction. We aUllch, for your records.
a photocopy of their tende-r.
Yours very truly
·
B. M. ROSS AND ASSOCIATES LIMl"fED
Per
/~.s<;
// B. W. Potter. P. Eng.
Þ'
BWP:bf
Encl.
c.c. Milo Sturm (+ copy of tender)
·
T-!
f'ORM OF TENDER
residing at
TOWN Of KINCARDINE
KINCARDINE IIARBOVR EXPANSIO~ PROJECT
PROJECT NO. 98005, CONTRACT :'-10. 1
+tt1(I.rd ,~,rHkcla,xl (\·'n<..tf1JrtÙm. Ltd.
k .K ~;J I:\Í>rY\hIE ~ht;;!rlC f',;~ 1.<;0.
.
Tender by
a company duly incorporated under the laws of __
OrrtrU10
and having its head office at
r, ....1;)
f\.k.
¡¿pmh~~ C¡rr1anh t\!~ 1St
hereinafter called the "Bidder"
To -- Corporation of the Town of Kincardine
I,We
fib r I
(1':1d ·~rtbv f)n(~
Cl>n..,im¡-h'&7\ Ltd·
.
having carefully examined the: locality and site of the proposed works and all contract documents relating
thereto. including the Plans. Specifications. Drawings. Profiles. Form of Tender. Information to Bidders.
General Conditions, Special Provisions, Form of Agreement. Form of Contract Bond and Addenduml
Addenda Numbers -L to L· inclusive. hereby tender and offer in accordance therewith to enter
into a contract within the prescribed time. to construCt the said work in strict accordance with lhe contract
documents and such further detail drawings as may be supplied from time: co time. and to furnish all labour
materials. tools. plant. matters and things necessary therefor. complete and ready for use within the time
specified for the sum of
áL ?n/¿L~ /~/~/LU<~-I~~
.#~ ~~.... C~ (S/-?L;~OJ~·Ff7l./"
or such other sum as is determined from the acrual mea.'iured quantities at the unit prices set forth in the
Tender.
. The bidder will insert here the number of the Addenda received during the tendering period and
taken into account when preparing the Tender.
.
T-2
TIlE .4.FORf,sAJ~ SUM IS MADE UP AS FOLLOWS
SCHEDULE OF ITEMS AND PRICES
ITEM SPEC.~ OESCRIPTION Qn.lt.JN!..~ rRICE AlI·fOUNT
. 02070. SP Access preparation, maintenance of L.S. 7/:/ !J6~{tü~v
site during construction and /¿,bfið, 0 ð
restoration of site upon completion
... 02070. SF Removals of Existing Strucrures
.
a) Removal and excavation of existing L.S. S /300.00
breakwater and re-use or disposal
of materials
b) Removal of existing steel shcetpile L.S. S 3C;-00. (J C
wall and associated rod and anchors
on north side of basin as required
c) Removal of existing steel sheetpile L.S. S J9DO. cO
wall and associated rod and anchors
on the south ~ide of basin as
required
d) Removal of existing steel sheetpile L.S. $ 1l. L '3~. Co'-
wall and associated rod and anchors
on the west side of basin as
requ ired
. c) Removal of existing steel pipe piles L.S. S 5900 .cP
and docks along the west side of the
marina basin
3 02223. SP Basin Excavation and Provision of
Silt Curtain ?Š-:1,Oó<J. ~ ~
a) Sand and gravel e1tcavation to 20,000 m] S--.J.85 !59~. (I ~
elevations 174.0 metres and
placement on the existing beach ;?.á ~'
south of project site 'f,7¿J t: 3 r5(/. q"
I
b) Excavation of soil materials and 13.500 m' S 1·!v S~XQG¿('
disposal at municipal landfill site
c) Supply. installation, maintenance &. L.S. S SS3C>. c·'
removal of silt curtain within the
marina basin
.
ITEM
T.)
I'RICE
SPEC. I
OESCR(pTION _____---..Q:.~.IUNI'!__
4 02270.
02272,
02275. SP
.
5 02270.
02272.
02275.
SP
.
6 02366.
SP
.
Marina Basin Revetments and
Brcakwater Md ChanncJ Lining
a) Supply aIld placement of 2.0-4.0
tonne armour SlOne
b) Supply and placement of 0.5-1.0
tOlUle armour $tone
c) Supply and placement of ~25-450
mm rip rap
d} Supply and placement of stone Corc
material
e) Supply and placement of geotextile
material
Beach Rcvetment
a) Supply and placement of 2.0-4.0
tOMe armour stone
b) Supply and placement of 225-450
mm rip rap
c) Supply and placement of geol~xtjle
material
Stcel Sheetpilc Walls
a) Supply and installation of steel
sheetpile Canadian MeUlI Rolling
MilIs Z-SS or equal includmg cap.
wales and bilckflll material
b) Supply and ins~lIation of steel
sheetpile Canadian Metal Rolling
~or equal including cap.
Z·7C; wales and backfill material
c) Supply and installation of 25 mm
minimal diameter anchor rod incl.
bedding
3900 t
600 t
3300 t
4600 l
J 700 m:
AMOUNT
~ í.;241
,/ f1·ð J 7{¡OO () C
S~ $ ·-:;q95~'
;;µ.1 /1 ri! J / ~ð 0'>':;>-</
$~_ $ ~.6.C;
~ /7.ð 0 b..1./ ?oo...,i)~"';: ,
$ ~ $Jah~
,?...ø /.)..4 () 5.s,;{DD." o./r"f.
S~ $1.yDOO.~
$ '1.,-5 s 7'105."'"'
'f~ØOð () ~
$Æ,'~
»...&'0,).0 ~/,4
$ J!Uc.:) ~. v
~ IC¡·~~
2200 t $ ~
?ð FIt:
1200 t ·S ~
1100 m2
780 m:
150 m:
215 m
s lj. ~ 5" $ jl/ 5. D~
$ 19-ú~CJ s /404CO·C>o
$ J fj<;. 00 $ :l.'l?l:"O.OO
$ 30. c'" s ~4~(j CO
T~
~. SPEC.' DESCRII'TION QTY.NN1T PRICE AMOt.."NT
d) Supply and installation of 32 mm 220 rn $-3Q.co(.) $ ('"1M£) . c> C
minimal diameter anchor rod incl.
bcdd ing
· e) Supply amI installation of type" A I " 9 Ea. $ J/9D.cC $ /97/0.·'~
anchor block including backfill
malerials
0 Supply and inst<lllation of type ".'\2· 2 Ea. $ J I~O. r<: $ IJ~ 'Ie. c ,-
anchor block including backfill
materials
g) Supply and installation of type ·81" 2 Ea. $ ¡3tJ'). c~ $ J 7)Jj. .:~)
anchor block including backfill
materials
h' Supply and installation of type "82" Ea. $ N:l5.'C's 11.f:J.5 c ~
J
anchor block including backfill
materials
i) Supply and installation of type "Ç 4 Ea. $ JJJ:L:...~ $ ~K. .0
anchor block including backfill
materials
7 02493, SP Launch Ramp and Concrete Pad
a) Supply and installation of precast 11 Ea. $ /0.'50 .'; $ 11.550. "C"o
· concrete block 7900 mm long
b) Supply and installation of precast 7 Ea. $ 9rx). ,to $ 6300. ".... ...1
concrete block S900 mm long ---:>.t4
c) Cast in place reinforced concrete /.J.56'"'" m2 $ 95. CC S /ÛJ/¿J). ..- (.
launch ramp surface, 150 mm thick 108
(approx. 17 x 6 metres) including
Granular "A" bedding
d) Clear stone, 50 mm nominal dia. 180 t $ /6. c.'(: $ :)3KO . (. c
e) Pressure trl'.ated timber sleepers 38 m S 8[,. c<" s ~~D. ""
190.5 x 190.5 mm
f) Geotextile 250 m1 S ~"o S ¡1/cc, c> (\
·
ITEM
SPEC.'
.
8 02492,
SP
9 03300,
SP
.
10 201. SP
11 201,SP
12 206.351.
SP
13 501. 506
14 S06
15 314. 351,
SP
.
Ot:SCRIPTIO~._
T·5
QTV.¡UNIT
PRICE
AMO.~
g) Cast in place reinforced concrctc 150 mZ $ _ 9~. .'" $ /47[:[: ~,~
pad on sOlull shore of basin 200 mm .
thick lapprilx 15)( 5 mctrrS) inel. .7/
Granular' ¡\. bedding (o..;>;>r<". /5 J(/D Mt ¡,.., r
Launch Ramp Docks and Access
Gangway
a) Supply and installation of access
gangway appro.'(. 1.2 x 9.0 m ¡ncl.
all atlachment hardware
b) Supply and installation of floating
dock: approx. 2.0 x 6.0 m incl. all
3uachmenr hardware and gangway
supports
c) Supply and installation of floating
dock approx. Z.O x 6.0 m incl.
all attachmcnI hardware
Fixed Docks and Docking Piles
a) Supply and installation of HSS 273
x 8 pile supports for main dock
b) Supply and Installation of HSS 219
x 8 pile tie-ups
c) Supply and installation of dock
supportS and decking including
connection to piles and shore wall
Clearing (trees all sizes)
Grubbing (stumps all sizes)
Earth excavation (grading)
Water for compaction and
dust suppression
Calcium chloride:
Granular' A'
L.S.
$ .x.úO.oo
L.S.
$~~
L.S.
s JfC<.::() ..-.,;,
37 Ea. .S!fD.':': S3:l5(~o.(···'
JfJ ~.
78 Ea. $ _jï¿Q. ..<' $_ 12. 'ICQ!:.....
175 m $ JOO. CO s 35000·,"0
6 Ea. S Jÿ). co. $ .:ft"; d.~
6 Ea. S .1)(;. c..' $ .:qy} .,..'
900 m'
$ i.j. 75 $ tfJ75'...- c)
80 m'
s t.J . $ i...' $ 3to. co c'
2.5 t
$ {CO. o{' $ 15co. t:' ,.,
$ 7. ~o $ 15;)oo."~
2000 t
T-6
ITEM S"~C.I DESCRIYTION QTY.fUNIT _.__~__.!'..RICE AMOl/NT
16 510. SP Removal of bituminous pavement 10 m% $ If.) . ('C' $ /úO·...· ..'
(outside excavation)
"-
17 310. SP Hot Mix HL-4 560 t S '-Ii.>. .' v $ ;/5 7tþú.': ('
. 18 408.SP Adjust manholes & catch basins Ea. S )[;0.'"" $ ~ÚO. c.') "·Þ
19 510. SP Removal of concrelC curb & gutter 80 m S b.oe S 'liD." .:
20 353. SP Concrete curb & gutter P' m S lP3 ..;2~ s 79 ( o. (.....'
..)
21 SIO.SP Removal of manholes and Ea. S ¿)OO.~ S JOO. (0,;)
catch bas ins
22 410, SP Supply for and place: 300 mm rigid 92 m $ 7C.('·'> S "tltlC. i) <~
pipe sewer Class CL-3 concrcte or
approved equivalent including
excavation. Class B bcdding and
granular backfill
23 407.SP Supply. excavate for. place and
baeldill concretc catch basins
including frame and grate
a) .60 x .60 m (705.0lD) Ea. S 7~D."v S 7;)'D.'~
b) .60 m x 1.45 m (705.020) Ea. S IL//C.c':' $ Nlo. C'\'"
. 24 405.SP Re:coMect existing drains and S S ;/1. ø': S /05· eC'
m
services (all sizes)
2S SIO. SP Removal of ~ingle existing cable L.S. S ...¡CO cC
guide rail
26 510. SP Rcmoval of existing wooden fcnce L.S. S 1{~7. ,:."
27 510. SP Rcmove and relocate existing L.S. S 1f7co. c "
timber boardwalk
28 SP Construel wooden fencc 156 m S Lf9.S'c $ 75(A~. "'\j,
----/
29 908.SP Supply and install pedeStrian 74 m S NO. CO" S /C3t:ú c,"
handrail
30 570. SP Topsoil (imported) 650 m1 S 'I. c""'\ S ;¡~()(). ('c
31 572. SP Seeding and mulching 650 m2 S .60 s .3;}5. c c
.
To7
ITEM SPEC.' DESCRIPTION QTY.IUNIT I'R.ICE AMOUNT
w.atuma.ins
32 507,70l. Supply. excavate for. place and 100 m S IC;g ,', s /DKc.v, C ,.
SP backfill ISO mm Class 150 PVC
. (DR-18) watermain incl. bedding.
testing, disinfection and
restoration outside the General
Grading operations
E.i.t1io.ø And Appllrtt"nam'('ç
33 507,701, Supply, excavate for. place and
SP baclcfill ductile iron fittings incl.
mechanical thrust restraints, thrust
blocking or anchoring
a) 150 x 150 ~ 150 tee 2 Ea. $ .237.'" $ t./7'/. 0"
b) 150 cap Ea. S 75. ..'-J t 75 .",
c) 150 22 1/2 bends 2 Ea. S /9~. cc s 3~. c..'
d) 150 mm dia. gate valve and bo.1t 2 Ea. S - ., cC: S /I;}G; . cC·
~::>.
e) Hydrants Ea. S 153;),(.1) s /53;)· () ,;.
. f) Relocation of existing hydrant Ea. S jýD· ..., $ .590 . ... ",
Services
34 701.507. Supply. excavate for, place and
SP backfill water services, including
tapping main, gate valve, curb stop,
firtings. bedding. testing and
disinfection
a) 50 mm dia. gate valve and box Ea. S ~g.¡ 7. p.' s 3'17. .; ..
b) SO mm dia. curb stops c!w stop 2 Ea. S ,he.';'" $ StJC; . ,. (
and drain
c) 50 mm dia. PVC Series 160 90 m S Lj () .()C' $ &ro. ~þ
(including fittings)
.
T·e
IT;;~I SPEC.' OESCR II'TI(~~.._.. QTY./UNIT PR ICF. AMOIJ!Io'T
Eküd ;al
35 601. 602. Supply and install a 600 ampere. Ea. S /(,375tJ& S /i.375..:n
609.614. 240/120 volt. 1 phase. ) wire
. 616. $P incoming power and diSU"ibution
equipment c/w concrete vault.
excavating and backfilling
36 601. 602. Excavating. backfilling. road L.S. S -L2.1$... ,. Co
616.SP crossing and ducts for Kincardine
P.U.C. priméU)' cables and pad
mount Iransformer vault
37 601. 603. Supply and install boardwalk 5 Ea. $ .33"D C" S Ib5rfJ. cO
604.609. lighting poles. luminaires. concrete
615.617. pole bases. conduit and wiring
SP
38 601. 603. Relocate existing boardwalk 3 Ea. S PlúI.oo s 'IJú3 c e
604.609. lighting poles and luminaires c/w
610.615, new concrete pole bases,
617. SP conduit or wiring. incl. excavation
and baclcfill ing
39 601. 603. Supply and install underground L.S. S ¡:bO. r-~:
604.609. conduit & wiring between pad
614. SP mount transformer and new
. electrical service panel
40 601. 603. Supply and install 3#41O+GND. 220 m S 13.00 s 9ifbO c,(¡
604.609, 75C between c:lecU'ical service
614, SP panel and edge of docks/gangways
including backfilling
41 601.603, Supply and install 3114/0 + END. 75 25 m $ 6/.lttD S /ÝID. c:o(,
604.SP between electrical service panel
and existing 200 amp service panel
and cOMections
42 601, SP Removal P.U.c. meter and incoming L.S. S ;Joo . C' .'
wiring from existing 200 amp
service panel and reconnect per
above item
t3 601.603, Concrete duct bank plus two 40 m S 70. ,-.0 $ :J1co . ot.J
SP spare 75 mm ducts
.
T-9
ITEM SPEC.I OESCRlYftON QTY./UNIT PRICE AMOUNT
44 601.610. Remove existing pedestals. conduit L.S. S 5c..c C' ò
) .
SP and wiring from existing west
fixed dock including wiring and
surfacc conduit between dock and
. existing service panel
F1XJõ.n norKs
Eki:trkaI.ADd.WAW:
45 601. SP Supply and install electrical
conduit and wiring and power
pedestals with the fOllowing
receptacles and circuit breakers
a) 2-50A & 2-30A 9 Ea. S :J5Cû."" S ~;)'6DD. c'"
b) 1-50A & 3-30A Ea. S ;'350~) s J3~).¡;"
c) 4-30A 11 Ea. S ;r:iY).~"" S ~75Do.oC>
4ó SP Water service to power pedestals L.S. S 95rt,. CC
\-llSCELLANF.Or IS 75iJtJ.dO
;7.4J
47 Bonding. Insurance. etc. L.S. S JJ~.' r::
. 48 SP Contingency Allowance S 30,000.00
/
~/~~ 911
Sub-Total ~ $o-~Il$m!!.")
7'1. ~. ¥ 7
7% G.S.T. ~ .~
$ -t· '."A'~
TOTAL TENDER ~ $.1 2.fiA a 13.37
/ ;J...o'j 0:36, Ý í
/ 7 /
.
T-A
ST ASDARD TENDER REQUIREMENTS
(/We' agree to complete the work wiú1in the time specified in thc Information to Bidders.
.
I/We also agree that this Tender is subject to a forma) contract being prepared and
executed.
In submitting this Tender for the work, the Tendcrer further declares:
(a) That no person, firm or corporation other than the one whose signature or sea) is attaChed
below, has any interest in this tender or in the contract proposed to be taken;
(b) That this tender is made without any connection, knowledge, comparison of figures or
arrangement with any other company, ftrm or person making a tender for the same work
and is in all respects fat! and without collusion or fraud:
(c) That no member of the Municipal Council or any officer of the Owner will become
interested directly or indirectly as a contracting party without disclosing his interest and
otherwise complying with "the Municipal Conflict of Interest Act, 1983";
(d)
That the offer shown in the Schedule of hems and Prices is to continue open to acceptance
until the formal contract is executed by the successful Tenderer for the said work or until
thirty (30) days after the tender closing date, whichever event occurs ftrst and that the
Owner may at any time within that period withoul notice, accept this tender whether any
other tender had been previously accepted or not;
.
(e) That if we, the undersigned, withdraw this tender before the Owner shaJJ have considered
the tenders and awarded the contract at any time within thirty (30) days after the tender
closin¡ date, the amouO[ of the deposit accompanying this tender shall be forfeited to the
Owner;
:0 That the awarding by the Owner of the contract based on this tender shall be an
acceptance of the tender;
g) The Tenderer solemnly declares that the several matters stated in the foregoing tender are
in all respects true;
.
T-B
.
That if this render is accepted. we the undersigned agree to furnish an approved
surery bond for the proper fulfilment of the COntraCl and to executC the Agreement
in aiplic.ate within ten (10) days after being notified so to do. Cn Ihe event of
default or failure on our pan to do so. we the undersigned agree that the Owner
shall be at liberry 10 relÃin the money deposired by us to the use of the Owner, and
10 accept the next 10wC5t or any tender or to advertise for new tenders or to carry
out the wora in any other way deemed best and we also agree to pay to the said
Owner the difference: between this tender and any greater sum which the Owncr may
expend or incur by reason of such default or failure. or by reason of such acring. as
aforC5aid. on their pan including the cOst of any advertising for new tenders and to
indemnify and save harm leu the said Owner and its officers from all loss. damage.
COSt. charges and expenses which they may suffer or be put to by reason of any such
def.ult or failure on our pan.
The 'Agreement to Bond· of the . /t.~Ù't1.Þ JJ'1L1J//L.I'J."'~.I.~
Company. a company lawfully doing business in the Province of Ontario. to furnish a
Performance Bond and a Labour and MateriaJ Payment Bond. each in an amount equal to
100% of the COntract price:. is enclosed herewilh.
A certified cheque for me sum of -& ¡.Jß.lJu.t.'!A.1rLÚ d.i-/¡!tlM'J
($ !X)C'C:O.C>I> ) is attached here 7µJ .
DATED AT _R.R,·t4;). K:~ this .~_ 7rJ.-
(h)
day of
iJ, NA"hA,.J
19.iì....
.
Sf.l4fJ:s
~?¿zf~
Signature of Witness
_ ~((Jlrl ,Qrl-ht-rL'fnd~""d~/~
Signature of Bidder
.~
If the tender is submined by or on behalf of an incorporated company. it must be signed in
the name of such company by the duly authorized o(ficers and the seal of the corporation
mU.n be afflxed. If the render is submitted by or on behalf of an individual or a partnership.
a seal must be affix cd oPP03ite the s¡¡nature of the individual or the partner.
.
YEAR
STATEMENT "A"
TENDERER'S EXPERIENCE
FOR WHOM WORK PERFORMED
.
STATEMENT"B"
TENDERER'S SENIOR SUPERVISORY ST ~F
NAME
APPOINTMENT
QUALIFICATIONS AND EXPERIENCE
C.~.T
STATEMENT "COO
CONSTRUCTION EQUIPMENT
Location and De.cription of Equipment whk:h the
T.nd.,.r Pro ... to U..
.
Equipment Available to Tendered Ind under hi.
Control
t:c."..~... '(CO t;,'c:o,¡.:~."
;:[,.." Jl"T' c. rl.1 Exc~nk." ~Jo,. :D.'t., ;'Olf,ad.ht..
I!qulpment to .be Rented
N/A
Equipment to be Purcha.ed
Nn4
STATEMENT "0"
LIST OF PROPOSED SUB-CONTRACTORS
TRADE
NAME/ADDRESS
.
STATEMENT RE: SUB-CONTRACTORS
The (ollowin¡ is a list o( Sub·Contractors or Sub-Trades intended to be used in the
e:<ecution o( the Contract showing the portion of the work to be allotted to each.
.
rŒM SUB·CONTRACrOR'S NAME AND ADDRESS
1. (}"... r~-J.p. (1 r b ~ (~/lß>(' N I c.. /¡ C c.J II, ./, 0 n J !) 11
2. £ltc+r.CtAI Mr-/)' Cnd'l1 CJú/.f?r\ S'''ChVO
I
3. U''f~t'erJ.I'~ £ 1C.k- C 011/;1 ~ tv /e? /' 1-0/1.
4. -3iw:Jp: I.',~ ß~/'/YJI/1!!hti /11 /I í-lI'7'ILJO YJ
S. ~fVl·tj .of::C1^ /?â'sf'<:/ Keh16/.p
6.
7.
3.
~.
O.
l.
. !.
(.-Ill .~ß"J'lal1t1 (1.~,r.kd,~ k.+,{ hereby certifies/certify mat me information given on mis
lcement and in any documents attached is true, correct and complete in every respect.
lted at ~. «:It ;; ~(1'hjJJfL
this 7 t+- day of Q)...'AJ)l\;v 1'17f{
)(~;?~~
(
(
Signature of Tenderer
.
SCHEDULE "B"
RECOMMENDATIONS
WATERFRONT CONSTRUCTION COMMITTEE
·
1.
That B.M. Ross and Associates be instructed to negotiate with Harold
Sutherland Construction for the provision of a floating dock system (to be
brought back to the W.C.C. for review and consideration).
2. Items that may be deleted or reduced:
1. Paving
2. Concrete curb and gutter
3. Concrete pad
4. Contingency Allowance
* These items will make up the 39,000 shortfall in budget if required.
3. That provisions for Sewage Services be provided during the construction
phase and be funded from the Sewage Capital Funds.
4. Do not remove the volleyball posts until approved by B.M. Ross (as they
tie in the shipwrecks).
- Trailer to be moved by the Town.
5. Note: The Committee feels strongly about upgraded washroom and
shower facilities.
·
6.
That Barry Schmidt and Peter Owens be representatives at the
Construction Meetings and Norman Annetts be Alternate.
Che>··i~
Barry Schmidt
Chairperson
Waterfront Construction Committee
·