R-49-13 Approving Change Order N. 1 – First Street Sidewalk: Schultz St. to McCarthy RdRESOLUTION JQ - L(. 9 - 13
RESOLUTION APPROVING CHANGE ORDER NO. 1
First Street Sidewalk: Schultz St. to McCarthy Rd.
WHEREAS, the Village of Lemont requires that the First Street Sidewalk project be completed;
and
WHEREAS, the Village seeks to utilize the construction firm of Crowley- Sheppard Asphalt, Inc.
for such work, as part of the First Street Widening and Resurfacing Project, and as Change
Order No. 1 to same; and
— WHEREAS, Crowle -y--Sh su fftR.l a hip for- sum - work -in +ho �,nt -of —
$32,706.50.
WHEREAS, the Village has determined that the circumstances which necessitate this change
were not reasonably foreseeable at the time the contract was executed; and
WHEREAS, the Village has determined that his change is in the best interests of the Village.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the Change
Order No. 1 with Crowley- Sheppard Asphalt, Inc. 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 28th day of October,
2013.
AYES
Debby Blatzer
V
Paul Chialdikas
Clifford Miklos
V
Rick Sniegowski
V
Ronald Stapleton
✓,
Jeanette Virgilio
�/
Approved by me this 28th day of October.
Attest:
CHARLENE SMOLLEN, Village Clerk
Approved as to form:
NAYS PASSED ABSENT
CHARLENE SMOLLEN, Village Clerk
1
BRIAN . R ES, Vi e resident
Jeffrey M. Stein, Village Attorney
Illinois Department
of Transportation
Date: October 15, 2013
Request No. 1 ❑ Final
Contractor: Crowley- Sheppard Asphalt Inc.
Address: 6525 West 99th Street, PO Box 157
Chicago Ridge IL 60415
Request for Approval
of Change in Plans
Page 1 of 3
County Cook, DuPage & Will
Road District or Municipality Village of Lemont
Xl addition
I recommend that an ❑extension be made Nfrom to the above contract.
❑deduction
Section First Street
Project No.: 13073
Between Station N/A and Station N/A a net length of N/A
flu _
lD nn+ ed
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the
unit prices. Show station location for major items.
Item
Awarded
As Constructed
No
Description
Unit
Quanti
Amount
Over
Under
Quanti
Unit Price
Additions
Deductions
1
Earth Excavation
CU YD
290
18,850.00
85
$65.00
$5,525.00
2
Bituminous Material (Prime Coat)
TON
2
1,100.00
$550.00
3
Aggregate (Prime Coat)
TON
5
5.00
$1.00
4
Subbase Granular Material, Type B, 4"
SQ YD
640
8,320.00
$13.00
5
Geotechnical Fabric for Granular Stabilization
SQ YD
700
875.00
$1.25
6
Hot Mix Asphalt Base Course Widening, 6"
SQ YD
520
23,400.00
$45.00
7
Hot -Mix Asphalt Base Course, 6"
SQ YD
120
5,400.00
$45.00
8
Hot -Mix Asphalt Surface Course, Mix "D ", N50,1-1/2"
TON
240
24,000.00
$100.00
9
Hot -Mix Asphalt Surface Removal - Butt Joint
SQ YD
43
645.00
$15.00
10
Leveling Binder (Machine Method), N50
TON
130
13,000.00
$100.00
11
Incidental Hot -Mix Asphalt Surfacing (for Driveways), Mix "D ", N50,
TON
30
4,950.00
$165.00
2 -1/4" (Average)
12
Aggreate Shoulders, Type B, 6"
SQ YD
280
4,200.00
$15.00
13
Aggregated Shoulders, Type B, 2" (Average)
SQ YD
280
1,960.00
$7.00
14
Hot -Mix Asphalt Surface Removal, 3"
SQ YD
170
2,550.00
$15.00
15
Driveway Pavement Removal
SQ YD
130
780.00
$6.00
16
Portland Cement Concrete Driveway Pavement, 7"
SQ YD
50
2,600.00
$52.00
17
Portland Cement Concrete Driveway Pavement, Stamped, 7"
SQ YD
27
3,267.00
$121.00
18
Concrete Driveway Pavement Removal
SQ YD
77
1,540.00
$20.00
19
Sidewalk Removal
SQ FT
15
300.00
$20.00
20
Portland Cement Concrete Sidewalk, 5'
SQ FT
55
550.00
$10.00
21
Combination Curb and Gutter Removal
FOOT
21
420.00
$20.00
22
Combination Concrete Curb and Gutter, Type M-4.12
FOOT
164
3,444.00
$21.00
23
24
Protective Coat
Preparation of Base
SQ YD
145
72.50
412
$0.50
$206.00
25
Class "D" Patches, 6"
SQ YD
640
2,880.00
$4.50
SQ YD
300
15,000.00
$50.00
26
Porous Granular Embankment, Subgrade (PGES)
CU YD
100
9,000.00
27
Inlets to be Adjusted
EACH
2
600.00
$90.00
28
Manholes to be Adjusted
EACH
4
1,400.00
$300.00
29
Frames and Lids to be Adjusted (Special)
EACH
1
1,025.00
$350.00
30
Thermoplastic Pavement Marking - Line 6"
FOOT
60
$1,025.00
900.00
$15.00
31
Thermoplastic Pavement Marking - Line 24"
FOOT
26
1,690.00
32
Relocate Sign Panel Assembly - Type A
EACH
2
$65.00
33
Brick Mailboxes to be Removed and Reset
EACH
200.00
$100.00
34
Mailboxes to be Relocated
1
1,000.00
$1,000.00
35
Brick Paver Removal
EACH
9
1,980.00
$220.00
SQ YD
190
3,230.00
$17.00
36
Fence and Gate Removal
FOOT
30
600.00
37
Grading and Shaping Ditches
FOOT
200
3,000.00
$20.00
38
Topsoil Furnish and Place, 4"
CU YD
78
$15.00
39
Soddin
4,680.00
$60.00
SQYD
700
8400.00
$12.00
Totals:
$ 5 731.00
$
$
-7,8113.50
Net Change: 1
$ 5,731.00
$
Illinois Department
of Transportation
Date: October 15, 2013
Request No. 1 0 Final
Contractor: -Crowley-Sheppard Asphalt Inc.
Address: 6525 West 99th Street, PO Box 157
Chicago Ridge, IL 60415
(see page 1)
Request for Approval
of Change in Plans
Page 2 of 3
County_ Cook, DuPage & Will
Road District or Municipality Village of Lemont
Section First Street
Project No.: 13073
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the
unit prices. Show station location for major items.
Item
No
40
Description
Traffic Control and Protection, Standard 701501
Awarded
As Constructed
Unit
L SUM
Quantity
1
Amount
$ 5,000.00
Over
Under
Quantity
Unit Price
$5,000.00
Additions
Deductions
41
Insurance Provisions - Complete
L SUM
1
3,000.00
$3,000.00
CHANGE ORDER NO.1
Tree Root Pruning
Topsoil Furnish and Place, 4 Inch
Driveway Pavement Removal
Seeding
Subbase Granular Material, Type B, 2 Inch
Portland Cement Concrete Sidewalk 5 Inch
Portland Cement Concrete Sidewalk 7 Inch
Erosion Control Fabric
EACH
So YD
SO YD
ACRE
SO YD
So FT
So FT
So YD
10
220
50
0.1
412
3285
415
220
1,900.00
1,485.00
300.00
1,200.00
1,648.00
16,425.00
2,697.50
1,320.00
10
220
50
0.1
412
3285
415
220
$190.00
$6.75
$6.00
$12,000.00
$4.00
$5.00
$6.50
$6.00
$1,900.00
$1,485.00
$300.00
$1,200.00
$1,648.00
$16,425.00
$2,697.50
$1,320.00
ADJUSTED CONTRACT AMOUNT:
$ 185 813.50 Totals:
Total net addition to date $ 32,706.50 which is 17.60% of Contract price. Net Change:
$32 706.50
$32,706.50
$
Amount of original Contract: $ 185,813.50
Amount of previously adjusted Contract: $ 218,520.00
Amount of adjusted /final Contract:
addition
Total net FIdeduction to date: $ 32,706.50 which is 17.60% of Contract Price
State fully the nature and reason for the change:
When the net increase or decrease in the cost of the contract is $10,000 or more or the time of completion is
increased or decreased by 30 days or more, one of the following statements shall be checked.
XX The undersigned determine that the circumstances which necessitate this change
were not reasonably foreseeable at the time the contract was signed.
The undersigned determine that the circumstances which necessitate this change
were not within the contemplation of the contract as signed.
XX The undersigned determine that this change is in the best interest of the local
agency and is authorized by law.
Signed:
Municipal Officer
George Schafer, Administrator
Title of Municipal Officer
October 28, 2013
Date
Approved
District Engineer
Date
Note. Make out separate form for change in length quantities.
Give net quantities only.
Submit 3 copies of this form to District Engineer (4 copies for road district)
If plans are required attach 3 sets.
Page 3 of 3
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