R-88-00 10/09/00RESOLUTION
RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER FOR
CONSTRUCTION SERVICES RENDERED IN CONJUNCTION WITH THE
CASS STREET CULVERT IMPROVEMENT PROJECT
WHEREAS, the Village of Lemont has previously awarded a construction contract to Scott
Contracting, Inc. for the Cass Street Culvert Improvement Project, and
WHEREAS, the Village of Lemont has determined that certain changes to the contract
totaling $ 1,626.33 are necessary to satisfactorily complete the construction project; and
WHEREAS, the contract changes are a result of final quantities as measured in place or
changes that were not originally contemplated at the time the contract was awarded.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that
the Contract Change Order with Scott Contracting, Inc. in the amount of $ 1,626.33 is hereby
approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DUPAGE,
ILLINOIS, on this 9th day of October , 2000.
John Benik
Debby Blatzer
Keith Latz
Connie Markiewicz
Rick Rimbo
Mary Studebaker
AYES NAYS PASSED ABSENT
f
✓'
Approved by me this 9th day of
4p /
[ > ' ENE SMOLL N, Village Clerk
AOctober , 2000.
i:.sz,rTTA ESK illage President
CHARLENE SMOLL N, Village Clerk
Approved to form:
JOHN ANTONOPOULOS, Village Attorney
Village of Lemont
Project: Cass Street Culvert Improvements
Owner. Village of Lemont
418 Main Street
Lemont, Illinois 60439
Contractor: Scott Contracting, Inc.
P. O. Box 1843
Palatine, Illinois 60078
Authorization of Contract Changes
Authorization No. 1
Date: September 7, 1000
Engineer: Christopher B. Burke Engineering, Ltd.
9575 West Higgins Road, Suite 600
Rosemont, Illinois 60018 -4920
The following change from the plans in the construction of the above designated project is authorized and directed. The estimated quantities
are shown below at the awarded contract prices except as indicated. The first addition of an item not in the original contract is indicated
by an asterisk (').
CHANGES TO QUANTITIES
ITEM NO.
PAY ITEM
UNIT
QUANTITY
UNIT PRICE
A/D
ADDITION
DEDUCTION
21
22
23
24
25
2
4
8
9
10
18
•
•
•
•
Trench Backfill
8" Storm Sewer Connection, Core & Fittings
Reinforced Concrete Shafts, Dowels
Remove and Replace Sidewalk
Grate Extension
Porous Granular Embankment
Unit Pavers, Special
Fumishing and Placing Topsoil, 4"
Topsoil for Unit Pavers
Seeding, Class 3 (Special)
Removal of Unsuitable Material
CY
LS
LS
SF
LS
CY
SF
SY
SY
SY
CY
34.00
1.00
1.00
75.00
1.00
-2.00
- 104.00
-3.00
-12.00
-15.00
-2.00
$ 28.00
$ 200.00
$ 620.33
$ 6.00
$ 550.00
50.00
8.00
4.00
6.00
2.00
50.00
A
A
A
A
A
D
D
D
D
D
D
$ 952.00
$ 200.00
$ 620.33
$ 450.00
$ 550.00
100.00
832.00
12.00
72.00
30.00
100.00
Amount of Contract:
Net Change to Date:
Final Amount of Contract:
$ 36,798.00
$ 1,626.33
$ 38,424.33
% Change:
4.42%
Totals: $
Net Change: $
2,772.33 $
1,626.33
1,146.00
DESCRIPTION AND REASON:
21
Trench Backfill
Trench backfill was required for the storm sewer backfill, as the area was
designed to bear the traffic of Public Works vehicles and equipment as
necessary for maintainance of the finished grating and drainage structures.
22
8" Storm Sewer Connection, Core & Fittings
An 8" storm sewer from a neighboring property was discoved during construction of
the 24" storm sewer and drainage structures. The 8" storm sewer was in conflict
with the proposed inlet and was connected directly to the inlet to eliminate the
conflict.
23
Reinforced Concrete Shafts, Dowels
During excavation for the 5' reinforced concrete shafts, rock was encountered at
approximately 2.5' below grade. To eliminate the need for the excavation of the
rock, dowels were drilled into the rock to tie the reinforced concrete shafts to the
rock below.
24
Remove and Replace Sidewalk
Areas of the existing sidewalk were in conflict with the construction operations and
required removal and replacement.
25
Grate Extension
The grating, when installed, was not wide enough for the channel at the specified
location. The grating requires an extension to prevent debris from entering the
tunnel.
2
Porous Granular Embankment
This item was not necessary for completion of the work.
4
8
9
10
18
Unit Pavers, Special
Furnishing and Placing Topsoil, 4"
Topsoil for Unit Pavers
Seeding, Class 3 (Special)
Removal of Unsuitable Material
Field measured quantity
Field measured quantity
Field measured quantity
Field measured quantity
This item was not necessary for completion of the work.