R-06-04 01/26/2004RESOLUTION R - c6-D 7
RESOLUTION AUTHORIZING CONTRACT CHANGE ORDERS
NO. 1 AND NO. 2 FOR THE FOURTH STREET PAVING
AND UTILITY RELOCATION PROJECT
WHEREAS, the Village of Lemont has previously awarded a construction contract to James
D. Fiala Paving Company for the Fourth Street paving and utility relocation project; and
WHEREAS, the Village of Lemont has determined that certain changes to the contract
including Change Order No. 1, conversion of the electrical services from overhead to underground
($31,850.77); and Change Order No. 2, miscellaneous work related to concrete winter protection,
detour signage, electrical work and landscaping ($24,980.80) are necessary for satisfactory
completion of the construction project; and
WHEREAS, the contract changes are a result of 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
Contract Change Orders No. 1 and No. 2, totaling $56,831.57 to James D. Fiala Paving Company
are hereby approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DU PAGE, ILLINOIS,
on this 26th day of January , 2004.
Debby Blatzer
Peter Cowles
Brian Reaves
Steven Rosendahl
Ronald Stapleton
Jeanette Virgilio
Attest:
AYES NAYS PASSED ABSENT
U
V
l�
JOHN
ZA, Village Presiden
CHARLENE SMOLLEN, Village Clerk
Date:
Contractor:
Illinois Department
of Transportation
Request for Approval
of Change in Plans
Page 1 of 5
October 14, 2003 Counties Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 1
I recommend that an addition be made to the Contract.
Project No. 99279
Between Station N/A and Station N/A a net length of N/A
(Do not fill in unless a change in length Is involved.)
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
PAVING AND STORM SEWER ITEMS
1
Earth Excavation
C.V.
3900
$ 103,350.00
$ 26.50
2
Pavement Removal
S.Y.
4000
$ 27,200.00
$ 6.80
3
Driveway Pavement Removal
S.Y.
1500
$ 0000.00
$ 6.00
4
Concrete Driveway Pavement Removal
S.Y.
150
$ 1,50000
$ 10.00
5
Sidewalk Removal
S.F.
1200
$ 1,320.00
$ 1.10
6
Combination Curb and Gutter Removal
FOOT
110
$ 1,056.00
$ 960
7
Class B Patches, Type 2, 6"
S.Y.
20
$ 1,100 00
$ 55.00
8
Class B Patches, Type 2, 10"
5.1'.
20
$ 1,300,00
5 65.00
9
Structural Geognd for Ground Stabilization
S.Y.
5600
$ 9,240.00
$ 1.65
10
Porous Granular Embankment, Subgrade (PGES)
C.Y.
1 1900
$ 89,300.00
$ 47.00
11
Aggregate Base Course, Type B, 6"
S.Y.
1000
$ 7,900.00
$ 7.90
12
Subbase Granular Materiel, Type B, 2"
S.Y.
70
$ 59.50
$ 0.85
13
Subbase Granular Material, Type B, 4"
S Y
6874
$ 17,165.00
$ 2.50
14
Bituminous Materials (Prime Coat)
TON
0.28
$ 78.40
$ 28000
15
Superpave Bituminous Aggregate Mixture, 6"
S.V.
5661
$ 65,101.50
$ 11.50
16
Superpave Bituminous Aggregate Mixture, 10"
S Y.
100
$ 1,900.00
$ 19.00
17
Bituminous Concrete Binder Course, Superpave,
Mixture B, IL -19.0, N30, 1-1/2"
TON
530
$ 20,670.00
$ 39.00
18
Bituminous Concrete Surface Course, Superpave,
Mixture C, IL -9.5, N30, 1 -12"
TON
530
$ 22,790.00
$ 43.00
19
Combination Concrete Curb and Gutter, Type B-6.12
FOOT
4230
$ 42,300.00
$ 10.00
20
incidental Bituminous Surfacing (for Driveways), 2 1/2"
TON
180
$ 10,000.00
$ 100.00
21
Portland Cement Concrete Driveway Pavement, 6"
5.Y.
70
$ 1,750.00
$ 25.00
22
Portland Cement Concrete Sidewalk, 5"
S.F.
1200
$ 3,12000
$ 2.60
23
Protective Coat (Spode!)
S Y.
1150
$ 1,207.50
$ 1.05
24
Temporary Access (Private Entrance)
EACH
44
$ 4,640.00
$ 110.00
25
Manholes to be Adjusted
EACH
8
$ 1,80000
5 225.00
26
Valve Box to be Adjusted
EACH
2
$ 400.00
$ 200.00
27
Removing Inlets
EACH
2
$ 250.00
$ 12500
28
Filter Fabric For Use Nth Riprap
S.Y.
9
$ 58.50
$ 6.50
29
Stone Riprap, Quality A, Gradation 1
TON
5
$ 475.00
$ 95.00
30
Precast Reinforced Concrete Flared End Sections, 24"
EACH
1
$ 955.00
$ 955.00
31
Grating For Concrete Flared End Section, 24"
EACH
1
$ 425.00
$ 425.00
32
Storm Sewers, Type 2. 24 ", Ductile Iron
FOOT
25
$ 1,875.00
$ 75.00
33
Storm Sewers, Type 1, 20", Ductile Iron
FOOT
85
$ 4,930.00
$ 58.00
34
Storm Sewers, Type 2, 20", Ductile Iron
FOOT
142
5 8,520.00
$ 60.00
35
Storm Sewers, Class 11, Type 2, 18 ", RCCP (0 -Ring)
FOOT
243
$ 12,636 00
$ 52.00
36
Storm Sewers, Type 2. 12". PVC (C -900)
FOOT
26
$ 806.00
$ 31,00
37
Storm Sewers, Type 2, 15 ", PVC (SDR26)
FOOT
1157
$ 53,222.00
$ 46.00
$ 537,620.40 Sub - Totals:
$ -
$ -
Date:
Contractor:
Illinois Department
of Transportation
(see page 1)
Request for Approval
of Change in Plans
Page 2 of 5
October 14, 2003 County Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 1
Project No. 99279
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
38
Storm Sewers, Type 2, 12 ", PVC (SDR26)
FOOT
368
$ 11,776.00
$ 32.00
39
Storm Sewers, Type 1, 8 ", PVC (SDR26)
FOOT
23
5 621.00
$ 27.00
40
Storm Sewers. Type 2, 18', HOPE
FOOT
532
$ 23,408.00
$ 44.00
41
Pipe Underdrains, Type 1, 6 ", Perforated (ADS N -12),
with Drain Guard
FOOT
92
$ 1,748.00
$ 19.00
42
Storm Sewers, Class IV, T -2, 18 ", RCCP (0- Ring).
FOOT
100
$ 28,000.00
$ 280.00
Jacked in Place
43
Manholes, Type A, 4' Dia., Type 1 Frame,
Closed Lid
EACH
14
$ 22,750.00
$ 1,625.00
44
Manholes, Type A, 5' Dia., Type 1 Frame,
Closed Lid
EACH
1
$ 2,400.00
$ 2.400.00
45
Catch Basins, Type C, Type 8 Grate
EACH
5
$ 3,70000
$ 740.00
46
Catch Basins, Type A, 4' Dia., with Neenah R -3281A
EACH
1
$ 1,575.00
$ 1,575.00
Frame and Grate
47
Catch Basins, Type A, 4'- Diameter, Type 1
EACH
1
$ 1,520.00
$ 1,520.00
Frame, Closed Lid
48
Catch Basins, Type C, with Neenah R -3281A
EACH 1
9
$ 8,460.00
$ 940.00
Frame and Grate
49
Inlets, Type A. with Neenah 3281 -AC Frame
EACH
2
$ 1,300.00
$ 650.00
& Vaned Grate
50
Inlets, Type A, with Neenah R -3261A Frame & Grate
EACH
2
$ 1,300.00
S 650.00
51
Connection to Existing Manhole
EACH
1
$ 420.00
$ 420.00
52
Exploratory Excavation
C.V.
6
$ 252.00
5 42.00
53
Trench Back811, Compacted
C.Y.
1500
$ 36.000.00
S 24.00
54
Fence Removal and Replacement
FOOT
120
$ 4,476,00
$ 37.30
55
Mailboxes 10 be Removed and Reset
EACH
37
$ 3,700.00
$ 100,00
56
Relocate Sign Panel Assembly -Type A
EACH
3
$ 390.00
$ 130.00
57
Sign Panel - Type 1
S.F.
7
$ 147,00
$ 21.00
58
Metal Post - Type B
FOOT
30
$ 280,50
$ 9.35
59 •
Tree Removal (6 to 15 Units Diameter)
UNIT
90
$ 1,125.00
$ 12.50
60
Thermoplastic Pavement Marking - Line 24"
FOOT
15
$ 990.00
$ 66.00
WATER MAIN ITEMS
61
Water Main in Trench. Ductile Iron, 10"
FOOT
401
$ 15,037.50
$ 37.50
62
Water Main in Trench, Ductile Iron, 12"
FOOT
1408
$ 57,728.00
$ 41,00
63
Water Main in Encasing Pipe, Ductile Iron, 12"
FOOT
65
$ 3,055.00
$ 47.00
64
Water Main Angered in Place, Ductile Iron, 12"
FOOT
40
$ 3,600.00
$ 95.00
65
Polyethylene Encasement
FOOT
1874
$ 1,967.70
$ 1,05
66
Steel Encasing Pipe in Trench, 20" X 3!8"
FOOT
30
$ 1,890.00
$ 63.00
67
Steel Encasing Pipe. Jacked in Place, 20" X 3/8"
FOOT
45
$ 9,450.00
$ 210.00
68
Pipe Fittings (Mechanical Joints). Ductile Iron
LBS.
4000
$ 12.800.00
$ 3.20
69
Connection to Existing Water Main
EACH
2
$ 4,200.00
$ 2,100.00
$ 803,887,10 Sub - Totals
Date:
Contractor:
Illinois Department
of Transportation
(see page 1)
Request for Approval
of Change in Plans
Page 3 of 5
October 14, 2003 County Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 1
Project No. 99279
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
70
Pressure Connections. 12" X 17'
EACH
$ 3,450.00
$ 3,45000
71
Gate Valves, 10"
EACH
$ 5,80000
$ 1,16000
72
Gate Valves, 12"
EACH
$ 4.110.00
$ 1.370330
73
Valve Box, Cast Iron, 6"
EACH
$ 650.00
$ 130.00
74
Valve Vaults, Type A, 5' Dia.
EACH
$ 8,400.00
$ 1,680_00
75
Fire Hydrants
EACH
$ 18,000.00
$ 2.250.00
76
Water Service Connection, Near Side, 1 12"
EACH
2
$ 17,640.00
$ 735.00
77
Water Service Connection. Far Side, 1 1/2"
EACH
2
$ 28665.00
$ 1,365.00
78
Selected Granular Backfill, Compacted
C.Y.
700
$ 16,800.00
$ 24.00
79
Fire Hydrants to be Moved
EACH
1
$ 1,92500
S 1,925.00
UTIUTY BURIAL ITEMS
80
Conduit In Trench. 3" Dia., PVC
FOOT
2800
$ 11,20000
$ 4.00
81
Conduit In Trench, 2" Dia., PVC
FOOT
2800
$ 6,440.00
$ 230
82
Trench And Backfill For Electrical Work
FOOT
2800
$ 17,500.00
$ 6.25
83
Conduit Bend in Trench, 3" Dia., Galvanized Steel
EACH
50
$ 1,050.00
$ 21.00
84
Conduit Bend in Trench, 2" Dia., PVC
EACH
50
$ 425.00
_
$ 8,50
85
Underground Service Connection
EACH
25
$ 23,37500
S 935.00
86
Electric Cable in Unit Duct 600 Volt, 3-42, 1/C,
(XLP Type USE), 1 -1/4" Poly Duct
FOOT
2200
87
Sand Backfill
C.Y.
200
$ 7,400.00
$ 37.00
GENERAL ITEMS
88
Tree Root Pruning
FOOT
250
$ 912.50
$ 3.65
89
Temporary Bituminous Surfacing, 1 12"
S.V.
200
$ 800.00
$ 4.00
90
Furnishing and Placing Topsoil, 4"
S.Y.
7000
$ 10,850.00
$ 1,55
91
Seeding, Class 1
ACRE
0.4
$ 902.00
$ 2,255.00
92
Erosion Control Blanket
S.V.
1800
$ 1 62000
$ 0.90
93
Perimeter Erosion Barrier
FOOT
200
$ 540.00
$ 270
94
Temporary Fence
FOOT
500
$ 1,050.00
$ 2.10
95
Sodding
S.Y.
6500
$ 16,250.00
$ 250
96
Supplemental Watering
UNIT
300
$ 315.00
$ 1.05
97
Traffic Control and Protection
L.S.
1
$ 37,000.00
$ 37 000.00
98
Construction Layout
L.S.
1
8 14,000.00
'
$ 14,000.00
99
Record Drawings
L.S.
1
$ 1,000.00
$ 1 00000
100
Insurance Provisions
L.S.
1
$ 4,220,00
$ 4,220.00
101
Trees, Fraxinus Pennsylvanica Patmore (Patmore
EACH
6
5 3,420.00
5 570.00
Green Ash), 4" Caliper, Balled 8 Budapped
•••APPROVED EXTRA ITEM•••
Curb and Gutter Winter Protection
FOOT
1
5 3.36
$ 1,069,595.60 Sun- Totals:
Date:
Contractor:
Illinois Department
of Transportation
(see page 1)
Request for Approval
of Change in Plans
Page 4 of 5
October 14, 2003 County Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 1
Project No. 99279
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
#REF!
Iron Hand Rail
L.S.
$ 1,036.35
#REF!
Conduit, Galvanized Steel (Directionally Bored). 4"
FOOT
$ 22.75
#REF!
Conduit in Trench, PVC, 4"
FOOT
$ 6.25
#REF!
Decorative Stone
L.S.
$ 275.00
#REF!
Lava Rock
L.S.
$ 210.00
#REF!
Reset Retaining Well
L.S.
$ 125.00
#REF!
Reset Brick Pavers
L.S.
$ 415.00
#REF!
Sod Preparation Remobilization (Labor)
L.S.
$ 2,688.00
#REF!
Detour Route Signage
L.S.
$ 1,245.75
#REF!
Stairway Removal
EACH
$ 310.00
#REF!
Stairway Construction
L.S.
$ 471.00
#REF!
L.S.
$ 577.00
Sub-Total - Base Contract
Force Account Work tor
L.S.
1
1
$ 31,850.77
531,850.77
Interior Residential Electrical Conversions
from Overhead to Underground Services
(tor 32 homes)
$ 1,069,596.60 Totals:
531,850.77
Total net addition to date Is 5 31,850.77 which is 2.98% of Contract price. Net Change:
$ 31,850.77
$ -
State fully the nature and reason for the change:
For work that was to be performed by Com Ed and paid for by the Village; however
Com Ed had a shortage of manpower and work had to be performed by Fiala.
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.
The undersigned determine that this change is in the best interest of the local
agency and is authorized by law.
Signed:
Approved
Page 5of5
Municipal Officer
Mr. Gary Holmes, Administrator
Title of Municipal Officer
Date
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.
of \,voNs F4.CT
- PINNER .p-
ELECTRIC
p INCORPORATED o
s I.
6- �_
Thru:
To:
Electrical Contractors, Construction and Maintenance Since 1947
June 17, 2003
John Pelton
James D. Fiala Paving Co., Inc.
500 E. Frontage Rd. North
Bolingbrook, IL. 60440
James L. Cainkar, P.E., P.L.S.
Frank Novotny & Associates, Inc.
825 Midway Drive
Willowbrook, IL, 60527
RE: Village of Lemont Fourth Street Paving, Country Lane to McCarthy Road.
Dear Sir:
Please see the attached extra work tickets for the above mentioned job. You will notice that we have issued
two hours labor credit on four separate work tickets for a total credit of eight hours, this credit is based on
negotiations with the engineer. The work tickets that we are issuing the credits on were previously invoiced
in December 2002.
When we were negotiating the above mentioned credits, the engineer also asked us to provide a breakdown
of our per hour labor rate because he felt our rate was slightly high. All of our extra work was billed out at
a rate of $ 78.50 per hour, I have attached a sample IDOT force account model which shows that the
standard IDOT rate would be $ 86.39 per hour. The force account model illustrates that we have already
offered an $8.00 per hour discount.
I have also included a copy of two priously invoiced tickets that the engineer feels should be charged back
to Fiala subcontractors. The two address for these tickets are 600 4th Street for a cost of $ 961.47 and 516
4th Street fora cost of $ 188.21.
If you have any questions, please do not hesitate to call me.
Respectfully,
•Gary R. Misicka
General Manager
9525 SOUTHVIEW AVENUE, BROOKFIELD, ILLINOIS 60513 PHONE: (708) 485 -7577 FAX: (708) 485 -7777
JAMES D. FIALA PAVING CO., INC. Job: Village _,emont
500 E. Frontage Road N. 4th St Paving & WM
Bolingbrook, IL 60440 Section:
PH: 630 - 783 -8311 Fax: 630-783-8320 County: Cook
Auth.No: 1
Contract:
Force Account Bill For Time & Material Work for House Services.
Work Performed by Pinner Electric.
Date
Location
Amount
General
Markup
5%
Total
Amount Due
09/25/02
552
696.85
34.84
731.69
10/02/02
666
456.02
22.80
478.82
10/21/02
600
961.47
48.07
1,009.54
11/26/02
585
919.82
45.99
965.81
11/27/02
509
920.65
46.03
966.68
12/03/02
648
779.00
38.95
817.95
12/03/02
632
868.38
43.42
911.80
12/04/02
664
914.17
45.71
959.88
12/05/02
516
188.21
9.41
197.62
12/05/02
550
824.06
41.20
865.26
12/05/02
590
1,038.61
51.93
1,090.54
12/06/02
561
666.91
33.35
700.26
12/06/02
542
734.36
36.72
771.08
12/09/02
666
1,113.18
55.66
1,168.84
12/09/02
545
718.97
35.95
754.92
12/09/02
624
714.05
35.70
749.75
12/10/02
616
900.64
45.03
945.67
12/10/02
555
983.58
49.18
1,032.76
12/11/02
549
552.53
27.63
580.16
12/11/02
560
548.86
27.44
576.30
12/12/02
534
600.15
30.01
630.16
12/12/02
565
551.90
27.60
579.50
12/13/02
578
874.60
43.73
918.33
12/13/02
522
1,346.85
67.34
1,414.19
12/16/02
645
790.02
39.50
829.52
12/16/02
621
758.04
37.90
795.94
12/17/02
608
798.15
39.91
838.06
12/17/02
516
792.26
39.61
831.87
12/19/02
580
948.95
47.45
996.40
12/19/02
600
793.70
39.69
833.39
12/20/02
554
793.30
39.67
832.97
12/20/02
640
858.93
42.95
901.88
12/23/02
510
858.87
42.94
901.81
12/23/02
650
785.47
39.27
824.74
12/24/02
552
869.17
43.46
912.63
12/26/02
528
805.36
40.27
845.63
04/15/03
533
901.53
45.08
946.61
05/12/03
666
706.50
35.33
741.83
Total Amount Due:
$31,850.77
CUSTOMER WORK AGREEMENT
PL #: 475281 CWA ## : SJ020556 R: 0000
Date: 04/18/2002
VILLAGE OF LEMONT ( "Customer ") and ComEd ( "Company ") agree that the Company will furnish at the
Customer's expense the labor and materials necessary to do the work for the Customer on or adjacent
to the Customer's premises at OE 4TH ST,1S MCCARTHY, LEMONT, ILLINOIS, described below. OVHD
TO UNDERGROUND SECONDARY CABLE RELOCATION IN CONJUNCTION WITH PUBLIC
IMPROVEMENT WORK.
$ 10,796.18
Base Tax $ 0.00
Regulatory Tax $ 0.00
Municipal Tax $ 0.00
Total Customer Charge $ 10,796.18
The Customer agrees to pay to the Company the sum of $ 10,796.18 according to the payment option
selected below:
Payment in full prior to beginning of Company work.
Payment in full due as specified on a separate bill to be submitted
to the Customer following completion of Company work.
The sketch, if arty, attached hereto is hereby made a part of this Agreement and expressly designates
ownership of the facilities referred to.
This charge reflects only the work performed by the Company. There may be additional costs required
by other utility or communication companies. They should be contacted for their associated charges.
For Ameritech, call 1 -800- 244 -4444.
Work will be done during the Company's regular working hours, unless otherwise specified.
This Agreement shall be void if not accepted by the Customer within ninety days from date submitted.
Transformers and metering equipment installed in conjunction with This work, shall in all cases, remain
the property of the Company.
In the event the work covered by this Agreement cannot be completed within one year from the above
date as a result of delays on the part of the Customer or because the Company has been denied access
to the premises, the charge to the Customer shall be recomputed based on the level of costs prevailing
at the time of completion of the work as stipulated in the Company's General Company Order No. 25.
This agreement is subject to the provisions of the Company's Schedule of Rates and Information and
Requirements for Electric Services as on file with the Illinois Commerce Commission.
FOR THE COMPANY: FOR THE APPLICANT:
Submitted By Print Name Accepted By ignature
Gary Holmes
Accepted By Signature Print Name
Village Addmanistrator
Print Name Official Capacifdr .
Account Number: 3533079018 [J��
Work Task Number: 0004597801 M.O.: PaymentStamp
Mail Bills To:
VILLAGE OF LEMONT
418 MAIN ST
LEMONT, IL. 60439-
copy
Service Entrance Specifications
SER #: SJ020556
Page 1 of 5
Prepared for:
Village of Lemont
ES 4TH St. IS McCarthy
Lemont, IL
This information is for the customer and architect.
RE: 4th St. "Public Improvement"
The customer or the electrical contractor shall secure the approval of the
appropriate governing authority. In localities where governing approval is
required, ComEd will connect the service only after receiving such approval.
Acceptance as indicated below is for all pages of this document and
attachments. Any additions, deletions, or revisions to this document and /or
attachments must be approved by both parties by initialing & dating such items,
and may result in additional customer charges and /or construction delays.
FOR THE COMPANY:
Prepared by:
Ray Banks
PHONE: 815 - 724 -5671
DATE: 04 -18 -02
Accepted By (ComEd Signature)
FOR THE CUSTOMER:
(Company Official, Consultant, or Architect)
X
Accepted By: Date
(Customer Signature) cp
X Gary Holmes
Print Name ,o
X Villa i ni strator
Official Ci acity
CUSTOMER COPY
Service Entrance Specifications
SER #: SJ020556
Page 2 of 5
CUSTOMER IS RESPONSIBLE TO:
1. Stake property lines and easements, and make the work area accessible to
ComEd personnel and equipment.
2. Locate and stake all NON - J.U.L.I.E. underground facilities in proposed new
pole locations, splice pit(s) and/or work area that would hamper or be subject to
damage by digging operations. Any damage resulting from failure to properly
locate and stake such facilities shall be the responsibility of the customer.
3. Ensure that the work area is free and clear of all obstructions with grade not
above, nor more than 4" below final grade.
4. Restore the work area. This includes, but is not limited to, repairs and /or
replacements of trees, shrubs, pavement, sod, etc. resulting from the
installation, repair, or replacement of ComEd facilities on customer property.
5. Install, own, and maintain conduit (3" PVC schedule 40, or rigid steel pipe),
between new ComEd service pedestal locations and new customer installed
URD meter fittings at each applicable home. Install conduit at a minimum depth
of 30" below final grade for ComEd secondary cable as shown on sketch, and
beneath paved areas & sidewalks. Conduit to be rodded and capped with a
pull line. The ends of the conduit are to be clearly marked above ground with a
stake. Total of all bends in conduit run not to exceed 270° or 650' between
pulling points.
6. Install, own, and maintain a CECHA approved meter fitting outdoors. Secure
inspection approval from the local regulating body prior to connection by
ComEd.
Service Entrance Specifications
SER #: SJ020556
COMED IS RESPONSIBLE TO:
1. Relocation of associated pole line shown on attached sketch.
A - kP'CT: `. mnr.1ry
Page 3 of 5
2. Install, own, and maintain all underground secondary cables within customer
installed conduit route shown on sketch. These customer conduit runs are
between all associated new URD residential meter fittings and ComEd's new
service pedestal locations.
3. Furnish standard size lugs and connect ComEd owned secondary cable at
each meter pedestal location after receiving inspection and approval
notification from the appropriate governing authority. (Please allow 10 working
days after switch inspection and approval for final connection.)
Service Entrance Specifications
SER #: SJ020556
OTHER NOTES:
Com Ed
Page 4 of 5
1. These charges are contingent upon the work being performed as specified in
this document. Changes or revisions could affect the charges. Plan is void if
not accepted within 90 days of document date.
2. All ComEd charges associated with these specifications are for ComEd work
only. There may be additional charges required by other utilities or
communication companies. They should be contacted for their associated
charges, if any.
3. The customer shall not change grade or overbuild ComEd equipment or
easements. The customer shall pay associated charges for any relocations
due to additional construction, improper grade, flooding, settling, etc. that
result in changes being required to ComEd facilities on customer's property.
4. The required work will be scheduled and performed as outlined above after
the `Service Entrance Specifications' and 'Customer Work Agreement'
are signed and returned to ComEd. Site must be to grade before work can
begin.
Date:
Contractor:
Illinois Department
of Transportation
Request for Approval
of Change in Plans
Page 1 of 5
October 14, 2003 Counties Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
I recommend that an addition be made to the Contract.
Request No. 2 & Final
Between Station N/A and Station N/A a net length of N/A
(Do not fill in unless a change in length is involved.)
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit , Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
PAVING AND STORM SEWER ITEMS
1
Earth Excavation
C.Y. 3900
$ 103,35000
878
3022
$ 26.50
523,267.00
2
Pavement Removal
S.V. . 4000
$ 27200.00
16
3984
$ 6.80
6108.80
3
Driveway Pavement Removal
S.Y.
1500
5 9,000.00
361
1861
$ 6.00
52,166.00
4
Concrete Driveway Pavement Removal
S Y.
150
$ 1,500.00
4
154
$ 10.00
640.00
5
Sidewalk Removal
S.F.
1200
$ 1,320.00
373
827
$ 1.10
$410.30
6
Combination Curb and Gutter Removal
FOOT
110
$ 1,056.00
35
75
$ 9.60
5336.00
7
Class B Patches, Type 2, 6"
S.Y.
20
$ 1,100.00
92
112
$ 55.00
65,060.00
8
Class 6 Patches, Type 2, 10"
S.Y.
20
$ 1.300.00
17
37
5 65,00
61,105.00
9
Structural Geogrid for Ground Stabilization
S.Y.
5600
$ 9,240.00
3350
2250
$ 1.65
$5,527.50
10
Porous Granular Embankment, Subgrade (PGES)
C.Y.
1900
$ 89,300.00
1120
780
$ 47.00
$52,640.00
11
Aggregate Base Course, Type B, 6"
S Y.
1000
$ 7,900.00
840
160
$ 7.90
$6,636.00
12
Subbase Granular Materiel. Type 8, 2"
S.Y.
70
$ 59.50
133
203
$ 0.85
5113.05
13
Subbase Granular Material, Type 8, 4"
S Y.
6874
$ 17,185.00
510
7384
$ 2.50
51,275.00
14
Bituminous Materials (Prime Coat)
TON
0.28
$ 78.40
0.76
1.04
$ 280.00
5212.80
15
Superpave Bituminous Aggregate Mixture, 6"
S.V.
5661
$ 65,101.50
28
5689
$ 11.50
$322.00
16
Superpave Bituminous Aggregate Mixture, 10"
S.Y.
100
$ 1,900.00
100
$ 19.00
51,900.00
17
Bituminous Concrete Binder Course. Superpave,
Mixture B, IL -19.0, N30, 1-1/2"
TON
530
$ 20.670.00
25
505
$ 39.00
5975.00
18
Bituminous Concrete Surface Course, Superpave,
Mixture C, IL -9.5, N30, 1 -1/2"
TON
530
$ 22.790.00
25
505
$ 43.00
51,075.00
19
Combination Concrete Cum and Gutter, Type 8-6.12
FOOT
4230
$ 42,300.00
19
4211
$ 10.00
5190.00
20
Incidental Bituminous Surfacing (far Driveways), 2 1/2"
TON
180
$ 18,000.00
73
253
$ 100.00
$7.300.00
21
Portland Cement Concrete Driveway Pavement, 6"
S.Y.
70
$ 1,750.00
145
215
$ 25.00
$3,625.00
22
Portland Cement Concrete Sidewalk, 5"
S.F.
1200
$ 3,120.00
264
1464
5 2.60
$686.40
23
Protective Coat (Special)
S.V.
1150
$ 1,207.50
215
935
$ 1.05
$225.75
24
Temporary Access (Private Entrance)
EACH
44
$ 4,840.00
44
$ 110.00
25
Manholes to be Adjusted
EACH
8
$ 1,800.00
1
7
$ 225.00
5225.00
26
Valve Box to be Adjusted
EACH
2
$ 400.00
1
3
$ 200.00
$200.00
27
Removing Inlets
EACH
2
$ 250.00
2
$ 125.00
28
Filter Fabric For Use With Riprap
S.Y.
9
5 58.50
9
$ 6.50
29
Stone Riprap, Quality A, Gradation 1
TON
5
$ 475.00
5
$ 95.00
30
Precast Reinforced Concrete Flared End Sections, 24"
EACH
1
$ 955.00
1
2
$ 955.00
5955.00
31
Grating For Concrete Flared End Section, 24"
EACH
1
$ 425.00
1
2
$ 425.00
5425.00
32
Storm Sewers, Type 2. 24 ", Ductile Iran
FOOT
25
$ 1,875.00
25
$ 75.00
33
Storm Sewers, Type 1, 20", Ductile Iron
FOOT
85
$ 4,930.00
7
92
$ 58.00
5406.00
34
Storm Sewers, Type 2. 20", Ductile Iran
FOOT
142
$ 8,520.00
75
217
$ 60.00
54.500.00
35
Storm Sewers, Class II, Type 2, 18 ", RCCP (0 -Ring)
FOOT
243
$ 12,63600
83
160
$ 52.00
54,316.00
36
Storm Sewers, Type 2, 12 ", PVC (C -900)
FOOT
26
$ 806.00
26
$ 31.00
37
Storm Sewers, Type 2, 15 ", PVC (SDR26)
FOOT
1157
$ 53,22200
232
925
$ 48.00
$10,672.00
$ 537,620.40 Sub - Totals:
$ 28,391.25
$ 108,504.35
Date:
Contractor:
Illinois Department
of Transportation
(see page 1)
Request for Approval
of Change in Plans
Page 2of5
October 14, 2003 County Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 2 & Final
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
38
Storm Sewers, Type 2, 12 ", PVC (SDR26)
FOOT
368
$ 11776.00
222
590
$ 32.00
67,104.00
39
Storm Sewers. Type 1, 8 ", PVC (SDR26)
FOOT
23
$ 621.00
23
$ 27.00
40
Stonn Sewers, Type 2. 18 ", HDPE
FOOT
532
$ 23,408.00
92
440
$ 44.00
$4,048.00
41
Pipe Underdrains, Type 1, 6 ", Perforated (ADS N -12),
with Drain Guard
FOOT
92
$ 1748.00
92
$ 1900
42
Storm Sewers, Class IV, T -2, 18", RCCP (0-Ring),
Jacked in Place
FOOT
100
$ 28,000.00
10
110
$ 280.00
$2,800.00
43
Manholes, Type A, 4' Dia., Type 1 Frame,
Closed Lid
EACH
14
$ 22,750.00
2
16
$ 1,625.00
$3,250.00
44
Manholes, Type A, 5' Dia., Type 1 Frame,
Closed Lid
EACH
1
$ 2,400.00
1
$ 2.400.00
45
Catch Basins, Type C, Type 8 Grate
EACH
5
$ 3,700.00
3
2
$ 740.00
$2,220.00
46
Catch Basins, Type A, 4' Da., with Neenah R -3281A
EACH
1
$ 1,575.00
1
$ 1,575.00
Frame and Grate
47
Catch Basins, Type A, 4'- Diameter, Type 1
EACH
1
$ 1,520.00
2
3
$ 1,520.00
53,040.00
Frame, Closed Lid
48
Catch Basins, Type C, with Neenah R -3281A
EACH
9
$ 8,460.00
9
$ 940.00
Frame and Grate
49
Inlets, Type A, with Neenah 3281 -AC Frame
EACH
2
$ 1,300.00
2
$ 650.00
8 Vaned Grate
50
Inlets, Type A, with Neenah R -3281A Frame 8 Grate
EACH
2
$ 1,300.00
2
$ 650.00
51
Connection to Existing Manhole
EACH
1
$ 420.00
1
$ 420.00
52
Exploratory Excavation
C.V.
6
$ 252.00
41
47
$ 42.00
51,722.00
53
Trench Backfll, Compacted
C.V.
1500
$ 36.000.00
150
1650
$ 24.00
63,600.00
54
Fence Removal and Replacement
FOOT
120
$ 4,476.00
109
11
$ 37.30
$4,065.70
55
Mailboxes to be Removed and Reset
EACH
37
$ 3,700.00
5
42
$ 100.00
$500.00
56
Relocate Sign Panel Assembly - Type A
EACH
3
$ 390.00
2
1
$ 130.00
$260.00
57
Sign Panel - Type 1
S.F.
7
$ 147.00
7
$ 21.00
58
Metal Post - Type B
FOOT 30
$ 280.50
30
$ 9.35
-
59
Tree Removal (6 to 15 Units Diameter)
UNIT 90
$ 1,125.00
667
757
$ 12.50
88,337.50
60
Thermoplastic Pavement Marking - Line 24"
FOOT 15
$ 990.00
15
$ 66.00
6990.00
WATER MAIN ITEMS
61
Water Main in Trench, Ductile Iron, 10"
FOOT
401
$ 15,037.50
401
$ 37.50
62
Water Main in Trench, Ductile Iron, 12"
FOOT
1408
$ 57,728.00
37
1445
$ 41.00
$1,517.00
63
Water Main in Encasing Pipe, Ductile Iron, 12"
FOOT I
65
$ 3,055.00
10
55
$ 47.00
6470.00
64
Water Main Augered in Place, Ductile Iron, 12"
FOOT
40
$ 3,800.00
40
5 95.00
65
Polyethylene Encasement
FOOT
1874
$ 1,967.70
1874
$ 1.05
66
Steel Encasing Pipe in Trench, 20" X 3/8"
FOOT
30
$ 1,890.00
10
20
$ 63.00
5630.00
67
Steel Encasing Pipe, Jacked in Place, 20" X 3/8"
FOOT
45
$ 9,450.00
45
$ 210.00
68
Pipe Fittings (Mechanical Joints), Ductile Iron
LBS.
4000
$ 12,800.00
100
4100
5 3.20
6320.00
69
Connection to Existing Water Main
EACH
2
$ 4,200.00
2
5 2,100.00
$ 803,887.10 Sub - Totals
560,581.75
8121,188.05
Date:
Contractor:
Illinois Department
of Transportation
(see page 1)
Request for Approval
of Change in Plans
Page 3 of 5
October 14, 2003 County Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 2 & Final
The estimated quantities are shown below and the Contractor agrees to fumish the materials and do the work at the Contract
unit prices Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
quantity
Amount
Over
Under
Quantity
Unit Price
Additions
70
Pressure Connections, 12" X 12"
EACH
1
$ 3,45000
1
$ 3,450.00
71
Gate Valves, 10"
EACH
5
$ 5600.00
5
$ 1,160.00
72
Gate Valves, 12"
EACH
3
$ 4,110.00
1
4
$ 1,370.00
51,37000
73
Valve Box, Cast Iron, 6"
EACH
5
$ 650.00
5
$ 130.00
74
Valve Vaults, Type A, 5' Dia.
EACH
5
$ 8,400.00
5
$ 1,680.00
75
Fire Hydrants
EACH
8
$ 18,000.00
1
9
$ 2.250.00
62,25000
76
Water Service Connection, Near Side, 1 12"
EACH
24
$ 17,640.00
24
$ 735.00
77
Water Service Connection, Far Side. 112"
EACH
21
$ 28,665.00
2
23
$ 1365.00
82,730.00
78
Selected Granular Backfill, Compacted
C.Y.
700
$ 16,800.00
700
$ 24.00
79
Fire Hydrants to be Moved
EACH
1
$ 1,925.00
1
$ 1,925.00
UTILITY BURIAL ITEMS
80
Conduit In Trench, 3" Dia., PVC
FOOT
2800
$ 11,200.00
1758
4558
$ 4.00
67,032.00
81
Conduit In Trench, 2" Da , PVC
FOOT
2800
$ 6,440.00
9106
11906
$ 2.30
$20,943.80
82
Trench And Backfill For Electrical Work
FOOT
2800
$ 17,500.00
2323
5123
$ 6.25
$14,518.75
83
Conduit Bend in Trench, 3" Dia., Galvanized Steel
EACH
50
$ 1,050.00
50
100
$ 2100
$1,05000
84
Conduit Bend in Trench, 2" Dia., PVC
EACH
50
$ 425.00
183
233
$ 8.50
91,555.50
85
Underground Service Connection
EACH
25
$ 23,375.00
7
32
$ 935.00
66,545.00
86
Electric Cable in Unit Duct, 600 Volt, 342, 1/C,
(XLP Type USE), 1 -1/4" Poly Duct
FOOT
2200
2200
87
Sand Backfill
C.Y.
200
$ 7,400.00
21
179
$ 37.00
$777.00
GENERAL ITEMS
88
Tree Root Pruning
FOOT
250
$ 912.50
250
$ 3.65
6912.50
89
Temporary Bituminous Surfacing, 1 12"
&Y.
200
$ 80000
200
$ 4.00
$800.00
90
Furnishing and Placing Topsoil, 4"
S.Y.
7000
$ 10,85000
2931
9931
$ 1.55
64,543,05
91
Seeding. Class 1
ACRE
0.4
$ 902.00
0.4
$ 2,255.00
92
Erosion Control Blanket -
S.Y.
1800
$ 1,620.00
120
1920
$ 0.90
9108.00
93
Perimeter Erosion Banier
FOOT
200
$ 540.00
200
$ 2.70
$54000
94
Temporary Fence
FOOT
500
$ 1,050.00
500
$ 2.10
61,050.00
95
Sodding
S.Y.
6500
$ 16,250.00
1511
8011
$ 2.50
63,777.50
96
Supplemental Watering
UNIT
300
$ 315.00
300
$ 1.05
$315.00
97
Traffic Control and Protection
L.S.
1
$ 37,00000
1
$ 37,00000
98
Construction Layout
L.S.
1
$ 14,000.00
1
$ 14,000.00
99
Record Drawings
L.S.
1
$ 1,000.00
1
$ 1,000.00
61.000.00
100
Insurance Provisions
L.S.
1
6 4,220.00
1
$ 4,220,00
101
Trees, Fraxinus Pennsylvanica Patmore (Patmore
EACH
6
5 3,420.00
4
2
$ 570.00
62,280.00
Green Ash), 4" Caliper, Balled 8 Budapped
"'APPROVED EXTRA ITEM***
Curb and Gutter Winter Protection
FOOT
1965
1965
$ 3.36
66 602.40
$ 1,069,596.60 Sun- Totals:
8133,607.75
$128,862.55
Date:
Contractor:
Illinois Department
of Transportation
(see page 1)
Request for Approval
of Change in Plans
Page 4 of 5
October 14, 2003 County Cook, DuPage & Will
James F. Fiala Paving Co. Road District or Municipality Village of Lemont
500 East Frontage Road North
Bolingbrook, IL 60440 Section
Request No. 2 & Final
The estimated quantities are shown below and the Contractor agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
Iron Hand Rail
L.S.
1
L7
■i
$ 1,036.35
$1,03635
Conduit, Galvanized Steel (Directionally Bored), 4"
FOOT
40
$ 22.75
$910.00
Conduit in Trendy, PVC, 4"
FOOT
1370
$ 6.25
$8,562.50
Decorative Slone
L.S.
$ 275.00
6275.00
Lava Rock
L.S.
$ 210.00
$210.00
Reset Retaining Wall
L.S.
$ 125.00
$125.00
Reset Brick Pavers
L.S.
$ 415.00
6415.00
Sod Preparation Remobilization (Labor)
L.S.
$ 2,688.00
62,688.00
Detour Route Signage
L.S.
$ 1,245.75
61.245.75
Stairway Removal
EACH
12
$ 310.00
$3,720.00
Stairway Construction
L.S.
1
$ 471.00
$471.00
L.S.
1
$ 577.00
$577.00
Sub-Total - Base Contract
6153,843.38
$128,862.55
Force Account Work for
L.S.
1
$ 31,850.77
Interior Residential Electrical Conversions
from Overhead to Underground Services
(for 32 homes(
$ 1,069,596.60 Totals:
5153,843.35
$128,862.55
Total net addition to date is 5 24,980.80 which is 2.34% of Contract price. Net Change:
$ 24,980.80
$
State fully the nature and reason for the change:
Adjustment for as- constructed quantities in comparison to Plan quantities.
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.
The undersigned determine that this change is in the best interest of the local
agency and is authorized by law.
Signed:
Approved
Page 5 of 5
Municipal Officer
Mr. Gary Holmes, Administrator
Title of Municipal Officer
Date
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.