HomeMy WebLinkAboutTR-83-96 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
REPORT #3
REPORT
COUNCIL MEETING
Meeting: File#
Date: OCTOBER 15, 1996 Res. #
Report#: TR-83-96 File#: 13y-Law#
Subject: TENDER CL96-18 - CLARKE MUSEUM STORAGE SHED
Recommendations:
It is respectfully recommended that the General Purpose and Administration Committee recommend
to Council the following:
1. THAT Report No. TR-83-96 be received;
2. THAT Kraco Carpentry Service Limited, Bowmanville, Ontario with a total bid in the amount
of $78,997.00 being the lowest responsible bidder meeting all terms, conditions and
specifications of Tender CL96-18 be awarded the contract for the construction of Clarke
Museum storage shed;
3. THAT the attached By-Law marked Schedule A be approved; and
4. THAT the required funds be drawn from the Clarke Museum Reserve Fund.
1.0 BACKGROUND:
1.1 Council approved in Report Number TR-09-96,the request of the Clarke Museum to construct
a new facility and that funding be provided from the Clarke Museum reserve Fund conditional
on the municipal tendering process being followed and an upset tender limit of $ 60,000.00
(Attachment #1).
1.2 Tenders were called in the Summer and seven bids were received and one was rejected. Bid
results are found on Attachment #2.
1.3 As the lowest bid exceeded the approved budget limit, discussions were held with the Museum
Board Chair, curator and the Architect to reduce the scope of work originally tendered. As a
result $ 14,224.00 was identified which brought the lowest bid to $ 73,829.00 excluding GST.
../2
PAPEa° RE�.I�eE
THIS IS PRI'iEO ON REGVDLc`D PAPER
REPORT TR-83-96 - 2 - OCTOBER 15, 1996
1.4 Professional Services including the architect and permit requirements from the Ministry of
Transportation and the Region of Durham was $ 7,500.00. As a result, the revised project
budget for consideration is as follow:
Building Construction $ 73,829.00
Professional Services $ 7,500.00
Gst 3% $ 2,439.00
Total LKJ68.00
1.5 The Clarke Museum Board will be contributing a $ 5,000.00 cheque to the Project from their
fundraising efforts. This leaves a balance of$ 18,768.00 over the approved budget line. Since
the Clarke Museum Reserve Fund has a balance of $ 82,000.00, it is requested that
consideration be given to increase the original commitment to $78,768.00 allowing the project
to proceed.
1.6 As Council has an existing lease agreement for use of the Orono Armories and currently
artifacts are being stored there by the Museum, relocation of these has to be considered.
1.7 As the tenant only requires the parade square area at this time, it is suggested that the pieces
of equipment can be stored at the former pumping station on East Beach Road.
1.8 The tenant at the Orono Armories Building has been very cooperative and understanding with
the delays in terms of fulfilling the terms of the agreement made with the Municipality in March
1996.
1.9 The Treasurer has reviewed the funding requirements and concurs with the recommendations.
Respectfully submitte..�i,._—__ Reviewed by,
Jf C+ i ( r
C ,
�_--F`red��ric orvattR:D.M.R.,R.R.F.A, W. H. Stockwell,
Pro anager Chief Administrative Officer
rie Marano, H.BSc.,A.M.C.T.,
Treasurer
FH:MM:sa
Attachment
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
ATTACHMENT NO.1
REPORT
Meeting: GENERAL PURPOSE AND ADMINISTRATION COMMITTEE
File#
Date: February 19, 1996 Res. #
Report#: TR Q !Q6 File#: By-Law#
Subject:
CLARKS MUSEUM - CONSTRUCTION OF NEW FACILITY
Recommendations:
It is respectfully recommended that the General Purpose and Administration Committee
recommend to Council the following:
1. THAT Report TR-9-96 be received;
2. THAT direction be provided on either of the following options:
(A) THAT the request of the Clarke Museum to construct a new facility be
endorsed with funding to be provided from the Clarke Museum Reserve
Fund conditional on the following: THAT the tendering process of the
Municipality be followed; That the tender recommended by the Clarke
Museum in conjunction with Municipal Staff be brought to Council to be
awarded; and That the tender be within the upset limit of$60,000;
OR
(B) THAT the Clarke Museum be requested to find alternative municipal
storage space through discussions with the Chief Administrative Officer
and appropriate staff; That any funds required for alterations and climate
control be expended from the Clarke Museum Reserve Fund to a maximum
of$10,000; and That the Clarke Museum Board be advised that the
construction of a new facility is deferred for future consideration; and
3. THAT the Clarke Museum Board be advised of Council's decision.
RPAPE`RR PAPER
1H45 6 PRINTED ON RECVCtED PAPER
TR-9-96 Pa--e - 3 -
4.2 The Clarke Museum Reserve Fund was established with bonds dedicated by Ontario
Hydro in the amount of$30,000 which were held by the Clarke Museum. Wh 2n the
Province directed that they were not to maintain any separate Reserve Funds, the bonds
were turned over to the Municipality and the Reserve Fund was established. For a
number of years the Municipality transferred $7,000 annually into the Reserve Fund from
the Tax Levy to help build up that fund for potential future expansion. This transfer was
discontinued in 1994 when the expenditure control plan and social contract funding cuts
were imposed by the Province.
5.0 Conclusion
5.1 If Council approves the request of the Clarke Museum Board, it is recommended that the
tendering process take place through Municipal Staff. This will ensure all tender
specifications provide for appropriate building codes and other appropriate requirements.
Drafting of tender specifications and review of tender submissions would be done in
conjunction with Museum Staff with resulting recommendations made to Council for final
approval.
5.2 Alternatively, if Council determines that it is in the Municipality's best interest to defer
the construction of a new facility, Staff under the direction of the Chief Administrative
Officer will explore with Museum staff the existing municipal facilities for suitability. It
is recommended that staff be given authorization make alterations for climate control, etc.,
as required up to a maximum limit of$10,000. Council would then be provided with
information in this regard.
Respectf ly submitted, Reviewed by,
e A. Marano, H.BSc.,A.M.C.T., W.H. Stockwell,
Treasurer. Chief Administrative Officer.
MM/hjl
Attachments
7 03
ATTACHMENT NO.2
SCHEDULE "A"
CL96-18 - CONSTURCTION OF A STORAGE BUILDING
CLARKE MUSEUM
BIDDER BID AMOUNT
Kraco Carpentry Service Ltd.
Bowmanville $ 88,045.00
Ken Green Regional Construction
Bowmanville 99,985.00
R. Bouma Construction
Bowmanville 100,962.00
Veenstra Construction Ltd.
Bowmanville 114,900.00
Emerald General Contracting
Pickering 127100.00
Hollinger Construction Limited
Pickering 132,600.00
Metro East Concrete
Bowmanville 134,200.00
Imperial Builders of Canada
Cobourg Rejected
G.S.T. Extra
SCHEDULE A
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 96-
Being a By-law to authorize a contract
between the Corporation of the Municipality
of Clarington and Kraco Carpentry Service
Ltd. , Bowmanville, Ontario, for the
Construction of a Storage Shed, Clarke
Museum.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS
AS FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute,
on behalf of the Corporation of the Municipality of
Clarington with the Corporation Seal, a contract between
Kraco Carpentry Service Ltd. and said Corporation.
2 . THAT the Contract attached hereto as Schedule "A" form part
of this By-law.
By-law read a first and second time this day of October, 1996 .
By-law read a third time and finally passed this day of
October, 1996 .
Mayor
Clerk
m" I /If ILI `100 25MPO CONG SLAB
WfTH FlBRE]AESH RE7NF.
°/` 120V 9,16AmP O m1n. SEAR.ER LILAR L i OVER min.400 GA/WUIM B I COMPACTED TO 15 PROCTOR DENSTIY
LCEIUGAASUR
GFMNACE
I
SOUTH ELEVATION
A-2 SCALE 1:100
I I
I
a + -----------------------------------------------------
I I I
I I
I I
E
FIN. FLOOR ELEV. -260.75m
' ROOF PANEL
TYPE i
N
U S TRUSSES
ROOF TRUMES -0• / I tOOlmp x4 CNCLOT PANELBOAAO
BOLT-UP LINTEL (IRIS TYPE T-2) I .✓.OICCONNECT/EMEftlOR METER SAW eT6rm�PIER FoOn1q
10mm/PER F00nN0
(5EE OETAi.0/M2) I O/H LEANDE ANiT. AT THiS LOCARON ONLY '
AT iH6 LOCATION ONLY
TOP OF SLAB T G -�— -- - --_ATU
I
IODmn,20YPo COW.SLAB ON 4
HATCHED AREA IMWATING 400M ORM"'S' pAy{ED N
I
LIME OIGTI 1 A-J
IEDRADED SOL 4
S.DPE OF O N S11DC
2 960
0 CROSS SECTION
A-2 SCALE 1100
—DIAMOND Rig VERfMAL METAL SONG
=M.24 Su PLATE sxo PDsr COL MN RYDNU"I S-P-f FLOOR P LA N
DOHnx TREATED 1" TmFI FlBMINIf1 CONCRETE IRS ENL A 2 SCALE 1:50
GIRL 000Orllm(20'e%)VEAC r-AND CLEW SEALER FINISH
PRESSURE TREATED NIC OVA
d
,e� ..
I 1
/50 TOGID INSLL ro NO BE1DW GWOE
I' `4M—ORAN"W-7 —CIXDM 2r101OP PlA1F
- I ELEVATION I
TO PURE —CdOd x-2x12•fERNE'IE1R e.e COlU1N
\\ �i/2Y BOLT I E ` ROOF TRESSES
V \
E FASTEN WITH Fi'NAAS
///\\/�° z N.35 mOfa1ED HOLE E I 1 I - I 5-BOmn(3-1/2•)NAILS - 1006(2.10)TOP PLATE
2�A TO POSE ;y - ia� CA
41S 1OlNYL'REAM s n ry E I
4-IW—(41 NA3 MH SIDE
GM
E OE:TFf81-BOL
//i//i'� •'I /\//\����//\//\//i// I I I I EXTERIOR _ - 4/10 WASHER
//�\j�\j N 1 d• •I //\//////\// xOMRp\�\�\\\�. i I I - Z3-4•MA" 135 I I 35 AROU 500nim TER VF
4�a RL. i/2• 1-1/2• EACH MDE (L112)
\ FIRST LAYER 2OMP.CONCIIERE I I 1_1/2. '-i/=•
\/ • • d COL110 ed flWk� POT WN. WIL
aEARINO CAPACITY _ • 210 MALLE)TO POST
WIDE.J'NA.s AT
PIERS TD BE 510mmA(24�AT GIM 0-7 Y D-13 12'-0•DOOR LINTEL AT EXT,WALL 2 2• !.S C4LW BLYDNO ELEVATION DETAIL OF WALL GEEf CONNECTION TO CdILIMN of
TRUSS TYPE T-2 ANCHORAGE TO CO(1W
FOUNDATION DETAIL DOOR LINTEL DETAILS TYP. COLUMN DETAILS
A-2 SCALE 1:10 A-2
SCALE 1:10 A-2
SCALE 1;10
'
L.METAL UP FLASHNO
ROOF PLAN
SCALE 1:100
et
it PRESTON PROFILE On Boa
Rom wp To BE 24 2.
U/S TRUSSES
2B"PRESTON
It PROFILE Or 273 Ii —Wll TO BE 24 4.
1143 tORDOANY
C�A FIN FLOOR
LU"
STM DEILLATED 01H DOOR
SUWEY AS PREPARED BY. A-3 [—REOE r1l,To BE It
ONTARIO LAND SURVEYORS /.w
IATED WAY 31. g,6
GEODETIC BENCH MARK No. 632-70 (MTO)
FRAMEW
AND 0.ft
On. 257.0&. 113035LLXL-40
;I wa lxw PAINTED
ALL EXT.LWTV.
LX.0 cm
UNITS DISTANCES SHOWN ON THIS PLAN ARE IN METRES CAccom.To RAN IM-120)
AND CAN BE CONVERTED TO FEET BY DNINNG BY 0.3048. E9 19 E9 E9 E9 E El 5 6 s El
SITE PLAN ELEVATICNS
SCALE 1:300 SCALE 1:100
. /