HomeMy WebLinkAboutWD-83-81 f„
TOWN OF NEWCASTLE PUBLIC WORKS DEPARTMENT
Director's Report to Public Works Committee of June 9, 1981.
Item: WD-83-81.
Date: June 1, 1981.
Subject: Liberty Street Reconstruction, Bowmanville.
Region of Durham Contract No. D81-14.
Recommendation:
THAT this report be received for information.
Report:
We have been advised, by the Region, that they have awarded Contract
No. D-18-14 to Dagmar Construction Limited for the reconstruction
of Liberty Street, Bowmanville.
The Town's share of costs amount to $94,900. 00 (Ninety-Four Thousand
Nine Hundred Dollars) ; the Budget allowance for the reconstruction
was $105,000. 00 (One Hundred & Five Thousand Dollars) for the
storm sewer construction, which was earlier reviewed by this Committee.
The Region has stated that they will further review comparative
costs for concrete, as opposed to steel, pipe and, depending upon
the outcome, further cost savings may be able to be effected.
It is hoped that, dependent on the outcome of the Region's final
cost estimate, as detailed above, we may be able to replace the
balance of the existing sidewalk which, although not affected by
the overall construction project, is in poor condition at present.
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RM.SON CAF Tff T N OF NEWCASTLE
PUBLIC WORKS DVIARTMENT J.W.Dunham,Director
HAMPTON,ONTARIO LOB WO TEL.016)2612231
Mr, J.G. Baker,
Manager of Administrative Services,
Regional. Municipality of Durham,
105 Consumers Drive,
WHITBY. Ontario. May 25, 1981.
Dear Sir:
Re: Region Contract D81-14. Liberty Street, Bowmanville,
With reference to your Letter of May 12, 1981, this is to advise
you that the 'lOwn of Newcastke accepts the total estimated costs
of $91,900. 00, , as detailed, and the expenditure has been approved
in the 1981 Budget.
It would be approciated if you would advise of the (revised) cost
differential between the installation of concrete and corrugated
steel pipe, at which time we can further discuss the matter of
sidewalk reco"H truction.
I look forward to hearing from you in this regard in the very near
future.
Yours truly,
J. DUNHA 1.
Director. .
cc: R. Dupuis, P. Eng. , Road Design Engineer,
JD:vh
Play 12, 1981
P I
DURHAM
R C
EC IVED
The Regional
Municipality
of Durham Mr, J . Dunham Public Works MAY 14 19Rt
Works Department Director of
Town of Newcastle
Box 623 Municipal Office
105 Consumers Dr. Hampton, Ontario TOWN 0;
Whitby, Ontario
Canada,Lt N 6A3
(416)668-7721 Dear Sir,
W.A.TWELVETREES,P.Eng. Re: Storm Sewer Construction in conjunction with
)mrnissioner of Works Liberty Street Reconstruction
Region Contract D81-14
Please quote our ref: Tenders for Durham Region Contract D81-14 were opened
D81-14 on Thursday, May 7, 1981 . Contract D81-14 provides for
the reconstruction of Liberty Street N. in Bowmanville
between King Street E. and Concession St, and includes
the construction of Storm Sewers shareable by the Town
and Region.
The attached schedule contains the details of the items
contained with-in Contract D81-14 which are the responsibility
of the Newcastle based on prior discussions. The
total cost of this work -is estimated to be $94,900.00 including
engineering and contingencies.
It would be appreciated if you would arrange to obtain the
necessary approval of the Town for this cost and provide the
Region with a purchase order for this work. This present
schedule for approval of the Region' s involvement in the project
and construction is as follows:
Report to Regional Works Committee - May 19, 1981
Re(lio "
nal Cound I Approval - May 27 , 1981
Coiumence Construction Early June 1981
Complete Construction October 1981
1 trust you will find this information adequate . Should you
require additional data or have any questions , please feel
free to contact the writer or Mr. M. Wilson of our Design
Division.
Yours truly,
JG13/rd J aker
Attach. Manager of Administrative Services
cc: R, "rice, P. Eng.
M )n
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* WuW)'U[iiNn of Liberty St.
Town of Newcastle
Contract DUl-14
Town of N
Unit
I No Pric8 CosL
Section l Roadwork
2(u) Earth Excavation / 1n ditch area) 1300 m3 t 3.28 4 ,264 .00
12 Rigid pipe sower R.G. Class III
concrete including 8XC0Y8ti0O,
Class U Bedding
( C\ 526 mm dia. including native
' baCk[\ \l 7. 5 N 107 . 13 803.48
( f\ 675 m dia. including
' Gran. "C» bockfill 88% of 109 m 125 07 11 `990. 71
81% of 39 .5 N l25.07 4 ,001 . 61
W 975 mm dia. including
native hackfi \ l 217. 5 m 176. 74 38.440.95
13 1200 mm dia . sewer, 14 gauge
C .S .P. including excavation,
Class k 'Deddi0q & native
bact[ill 43 m 130. 30 6,602 .90
l4
Supply and install outlet
grates complete
'
(b ) 1200 no dia . | 170.00 170.00
l � UD715U UiLdh Inlet Manhole
Cmx{`\uLu including excavation l 1 ' 121 .00 1 , 121 .00
20 S'210 - Manholes
1800 mm dia . precast iOC\UdiUy
excavation 2 1 ,493.00 2,986.00
Zl 5-20 - Manholes
2400 no dia. precast including
excavation \ 3,OA\ .00 3,011 .00
�
26 CabioUS complete ( in ditch area) 10 N 3 159 .55 1 ,595. 50
� 30 Topsoil / ioV`Ortud\
� supply & place including fine
grading / 75 mm depth in ditch` 3
area ) 100 m 10.24 1 ,638. 40
]l /u\ 30d�`\\H (Nursery)
` / ' ' 2
516�cd ( in ditch `re� ) Z|OO m 1 . 16 2 .436.00
- ' ' '
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Item NO Description -
U& t.
pyiCe C0sC
32 Water for Sod 39 mJ 2.89 $ 112. 71
35 Breaking into existing storm
manhole and make y00d C0Dn9CLi0D l 100. 00 100. 00
TOTAL SECTION l $78'340.26
5eCtioD lY General Items '
| Field office trailer, bonding,
mobilization & demobilization 9.63% of 10,500.00 11011 , 15
Section V C0DtiD` i
0 .63% of 40,000.00 3.861 . 99
TOTAL TENDER $83`203.40
Engineering
11 ,696.60
TOTAL ESTIMATED COST $94,900. 00
p]8J1e note that sccLi00S IV and V and engineering are apportioned Co all parts
Of contract on a pro-rated basis for elCiU\dt1Ug purposes, Final C0StJ will be
based on a detailed distribution of CV5tS t0 1OV0lVSd parties and fUDCCiOUS.
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