HomeMy WebLinkAboutORDINANCES-1975-080-O-7580-0-75
AN ORDINANCE
Amending Ordinance 34-0-74
Concerning the Construction of
Special Assessment 1328
WHEREAS, the City Council of the City of Evanston adopted Ordinance
134-0-74 on April 15, 1974 providing for the construction of a local improvement
known as Evanston Special Assessment 1328; and
WHEREAS, subsequent to the adoption of said ordinance, the said improve-
ment was confirmed by the Circuit Court. of Cook County, Illinois, County Division
land pursuant to the order of that court, bids were received, a bid was awarded,
.and the construction of the special assessment herein was completed; and
WHEREAS, the cost of the construction of said special assessment was
submitted to the Board of Local Improvements; and
WHEREAS, the Board of Local Improvements finds that the first assessment
'was insufficient to'pay the contract price or the bonds or vouchers issued or
to be issued in payment of the contract price together with the amount required
'to pay the accrueing interest thereon; and
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WHEREAS, the Board of Local Improvements finds that certain provisions
jof Ordinance 34-0-74 must be revised in order to reflect the increased cost
of construction of Evanston Special Assessment 1328; and
WHEREAS, the City Council of the City of Evanston concurs in the
recommendation of the Board of Local Improvements;
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
EVANSTON, COOK COUNTY, ILLINOIS:
SECTION 1: That Section 2 of Ordinance 34-0-74, introduced April 18,
1974, and adopted April 15, 1974, be and is hereby amended
to read as follows:
"Section 2. That the Recommendation of this Ordinance by the Board of
Local Improvements of the City of Evanston, Illinois, and the amended
Estimate of the cost of said improvement made by the Engineer of said
Board, both hereto attached, be and the same'are hereby approved and
by reference thereto made a part hereof;"
SECTION 2: That Section 3 of the aforesaid Ordinance 34-0-74 be and
is hereby amended to read as follows
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80-0-75
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"Section 3: That said improvement shall be made and the cost thereof,
Fifty-one Thousand, five hundred twenty and 00/100 Dollars ($51,520.00),
including the sum of Six Thousand three hundred eight and 48/100 Dollars
($6,308.48) being the cost of making and collecting the assessment and
all other expenses as provided by law, shall be paid for by special
assessment in accordance with an act of the General Assembly of the
State of Illinois known as The Illinois Municipal Code, effective July
1., 1961, and the amendments thereto."
SECTION 3: That the,estimate of the cost of the improvement made by
the engineer of the board referred to in Section 2 of the
Ordinance, which was attached and made a part of the Ordinance, shall be
removed and deleted from said Ordinance, and in its place the new estimate of
the cost of said improvement made by the engineer of the board, dated August
1, 1975, hereto attached, shall be attached and made a part of the Ordinance
in place thereof.
SECTION 4: That all ordinances or parts of ordinances conflicting
herewith are hereby repealed.
SECTION 5: That this ordinance shall be in full force and effect from
and after its passage and approval in the manner provided
by law.
Introduced: October 11, ,1975
Adopted: October 27. ,1975
Approved: nrtnhPr 27_
/s/ Edgar Vanneman, Jr,
Mayor
ATTEST:
/s/ Maurice F. Brown
City Clerk
Approved as to form: /s/ Jack M_ 3 7Pi
Corporation Counsel
,1975
The Estimated Cost of said imp)-Dvement,as made by the, Engineer
•
of
the Board of Local Improvements of the City
of Evanston, is as
follows:
Quantity
Unit
Item
Unit Price
1720.0
S.Y.
Pavement Removal
$ 5.60 $
55.0
l.f.
Combination Curb and Gutter Removal
5.00
900.0
s.f.
Sidewalk Removal
.75
20.0
s.y.
Driveway Pavement Removal
8.00
45.0
s.y.
Portland Cement Concrete Driveway Pavement
14.00
10.0
s.y.
Pavement Replacement
22.00
190.0
c.y.
Earth Excavation
10.00
65.0
tons
Bituminous Concrete Surface Course,C1-1,1"
36.50
97.5
tons
Bituminous Concrete Binder Course,
1 1/2" 35.25
370.0
tons
Bituminous Aggregate Mixture Base Course,
6"
28.20
1010.0
l.f.
Combination Concrete Curb & Gutter,
Type B,6.12
6.60
150.0
s.y.
Top Soil Placement
1.70
150.0
s.y.
Sodding
4.00
320.0
l.f.
Parking Barrier Removal
3.15
LUMP SUM
Concrete Wall Removal
1800.00
110.0
l.f.
Saw Cutting
1.50
60.0
l.f.
Storm Sewer, Type 2, 10" V.C.P.
22.00
2.0
each
Manhole, 4' dia., Type A, Type 1 Frame,
•
Closed Lid
715.00
2.0
each
Catchbasin, 4' dia. Type A, Type 1
Frame,
Open Lid
675.00
1.0
each
Catchbasin, 2' dia., Type C, Type 1
Frame,
Open Lid
485.00
30.0
c.y.
Trench Backfill
19.50
2.0
each
Manholes to be Adjusted
120.00 '
3.0
each
Catchbasin to be Adjusted
120.00
Estimated Construction Costs .
. . . . . . . . .
Cost of Engineering Services . . .
. . . . . . . . . .
Legal Expenses . . . . . . . . . .
. . . . . . . . . .
Cost
8075.20
235.00
12.00
0.00
1092.00
0.00
1900.00
2336.00
3948.00
10885.20
6454.80
425.00
1000.00
989.10
1800.00
0.00
506.00
715.00
1350.00
970.00
585.00
360.00
240.00
$ 43,878.30
3,820.85
3,820.85
TOTAL ESTIMATED COST $ 51,520.00