HomeMy WebLinkAbout30970 / 80-15October 2, 1980 # 15 RFSOLUPION
•r• � • r. ••� ••� �� :� �
� � �• •� i� • � •�
EE IT RESOLVED by the Comron Council of the City o£ Oshkosh that the follaaing
Chanqe Order to Contract 80-OS for i�rovements at the Witzel Avenue-Ohio Stseet
interseetion is hereby apnroved:
Gfi11NGE ORI]ER NO. 1' - Adding $49,299.10
FmDDIE E. BEAUDOIN & SON COMPANY
N59 W14224 Kaul Avenue
Menom�nee Falls, WI 53051
Purpose: Add Witzel A�2nue-Ohio Street Intersection
BE IT FUKPE�R RESOLVED by the Co�on Cowicil of the City of Oshkosh that the
aforementioned Change Order is hereby approved; a copy of which is attached to
this resolution.
BE IT FU1zIiiER R�SOLVED that ironey for this purpose is hereby appropriated
from Acootmt No. 339-981, Special Assess�rent F1uid, Street Assessment.
u':i3'.4ITT^cD BY
APPRO�'ED 1 �J`6 r�
- 15 -
TG: RODDIE E. BEAUDOIN & SON COMPANY
N59 W14224 Kaul Avenue
Menomonee Fa11s� Wisconsin 53051
�
i
CHANGE Or3Dr."1? N0. 1
DATED: October 1, 1980
Your present contract with the City of Oshkoshs Contract No. 80-05 ,
Ss hereby amended and changed as follows:
(insert here work and/or materials to be added or eliminated and
the unit and/or lump sum price to be added to or deducted from the
contract.)
ADD - WITZEL-OHIO IN'TERSECTION
See breakdown on page Z.
F?ecommended;
Director of °ublic tr?orks
- $49,299.10
CITY OF OSHK03H
By:
City i'4anager
City C1erk
Approved and accepted:
Contractor
I certify that provision has been made to pay the liabllity that
will accrue to the City of Gshkosh, Wisconsin, under the wlthin
Change Order.
Comptroller
Approved as to form;
City Attorney
1.
2.
3.
4,
5.
6.
7.
8,
9.
10,
11,
12,
13.
WITZEL-OHIO INTERSECTION - CHANGE ORDER lll
CONTRACT 80-OS
3 Standard Inlets @ $300.00=
40 lin.ft, 8" CMP Inlet Lead @$ 25.00=
40 1in.ft. 6" D.I, water main w/polywrap,
including 6xbx6 tee @ $ 29,50=
2 six inch valves @ $300.00=
1 reset existing hydrant @ $440.00=
800 square yards of pavement removal @$ 6.00=
2�800 sq,ft, of sidewalk &
driveway removal @ $ ,50=
825 1in,ft, standard 30" curb and
gutter @ $ 8.30=
925 sq.yds. of new 8" concrete pavement @$19.80=
75 sq.yds, of 3" asphalt pavement @$ 9.00=
500 tons crushed stone or gravel base @$ 6.00=
417 cubic yards of excavation @$ 4.80=
4�400 square feet of new 5" sidewalk @$1.85=
TOTAL =
$ 900.00
$ 1,000.00
$ 1,180,00
$ 600.00
$ 440.00
$ 4,800.00
$ 1,400,00
$ 6,847.50
$18,315,00
$ 675.00
$ 3,000.00
$ 2,001.60
$ 8,140.00
$49,299.10
�I
5
�,
�
� �
�o
�
�•
��
U O ^
i �
N O �-'
Y' ��
y' � �11
i1 1� • N
� N Ca O �
� O � 6 'd
.F> O �
U O •�
� H �
O Fi H
ri O �
J-� 4 � U
� �
rl F-i O
O N ri
� � N
N Ca O
fZ O �
a
� �
� �y-
�
x
N y'y
�
Fi �
R � U
O
N N
U rl
O U