05-267 Resolution No. 05-267
RESOLUTION
APPROVING CHANGE ORDER NO. 1 IN THE CONTRACT WITH
MARTAM CONSTRUCTION, INC.
FOR CLARK STREET WATER MAIN PROJECT
WHEREAS, the City of Elgin has heretofore entered into a contract with Martam
Construction, Inc. for the Clark Street Water Main Project; and
WHEREAS,it is necessary and desirable to modify the terms of the contract as is described
in Change Order No. 1, attached hereto.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ELGIN,ILLINOIS,that Olufemi Folarin,City Manager,be and is hereby authorized and directed to
execute Change Order No. 1,a copy of which is attached hereto and made a part hereof by reference.
s/Ed Schock
Ed Schock, Mayor
Presented: September 14, 2005
Adopted: September 14, 2005
Omnibus Vote: Yeas: 6 Nays: 0
Attest:
s/Dolonna Mecum
Dolonna Mecum, City Clerk
ALVORD, BURDICK&HOWSON, L.L.C.
ENGINEERS CHICAGO, IL
CHANGE ORDER NO. 1 AND FINAL
THE CITY OF ELGIN SHEET 1 OF 5
PROJECT: CLARK STREET WATERMAIN
CHANGE ORDER NO. 1 AND FINAL
LOCATION: Elgin, Illinois
CONTRACTOR: Martam Construction, Inc.
DATE: July 11, 2005
A. DESCRIPTION OF CHANGES INVOLVED
1. Furnish and install 48" diameter valve vault, install 4" Owner furnished
gate valve, and abandon 4" diameter water main all at intersection of Clark
Street and Wing Street.
Add: $4,306.77
2. Directional bore fiber optic conduit under Union Pacific Railroad.
Add: $3,200.00
3. Hot tap existing 10" watermain in State Street at Frazier Avenue to
interconnect to existing 24" watermain in Frazier Avenue.
Add: $3,000.00
4. Bypass pump sanitary sewage from broken unmarked 12" sanitary sewer at
jacking pit at approximate Station 53+75.
Add: $3,108.45
5. Furnish and install 34 lineal feet of 20" storm sewer at McClure Avenue
and Goethe Street, approximate Station 47+25 @ $115.00/LF.
Add: $3,910.00
6. Furnish and install 22 lineal feet of 20" D.I.P. storm sewer at jacking pit
@$115.00/LF.
Add: $2,530.00
7. Grind 1-1/2" and overlay Murray Avenue, from McClure Avenue to Clark
Street; Clark Street from Murray Avenue to Wing Street; and McClure
Avenue, from Goethe Street to receiving pit at approximate Station 51+75
for a total of 3,000 square yards @$9.50/square yard.
Add: $28,500.00
8. Undercut 38 cubic yards at intersection of Buckeye Street and Clark Street
@ $52.00/cubic yard.
Add: $1,976.00
9. Contract Quantity Adjustments based on Final Quantities - See next sheet
Delete: $141,660.00
SHEET 2 OF 5
Change Order No. 1 and Final
City of Elgin
Clark Street Watermain
B. REASON FOR CHANGES REVISION IN PRICE
1. Structure and valve required to abandon old 4" Add: $ 4,306.77
diameter water main at intersection of Clark Street
and Wing Street
2. Directional boring required to install fiber optic Add $ 3,200.00
conduit under Union Pacific Railroad.
3. Hot tapping existing 10" watermain in State Street Add: $ 3,000.00
at Frazier Avenue required to avoid interrupting
water supply to businesses along State Street.
4. Bypass pumping required to avoid flooding jacking Add: $ 3,108.45
pit with sanitary sewage from a damaged unmarked
12" sanitary sewer.
5. Replacement of 34 lineal feet of 20" storm sewer at Add: $ 3,910.00
McClure Avenue and Goethe Street required to
satisfy IEPA watermain and sewer separation
requirement.
6. Replacement of 22 lineal feet of 20" D.I.P. storm Add: $ 2,530.00
sewer at jacking pit required to satisfy IEPA
watermain and sewer separation requirement.
7. Grind 1-1/2" and overlay Murray Avenue, Clark Add: $ 28,500.00
Street, and McClure Avenue required to restore the
streets.
8. Undercut at intersection of Buckeye Street and Add: $ 1,976.00
Clark Street required to replace unsuitable soil.
9. Contract quantity adjustments based on final Delete:$141,660.00
contract quantities
to tv
• Plan Unit Quantity Percent " Contract Contract 7 p
Item �4 ' t 9 l tgmount fn fro t
unit Quantity Pd Complete f Total Addition Credit m
' 1 Twenty Four(24')Inch Diameter Pipe In Trench L.F 3,676 133 3676 100.00 488,908.00 _ 0.00 0.00 N ET 0 5. n
LF 100 223 100 100.00 22,300.00 0.00 0.00
2 Twenty Four(24')Inch Diameter Pipe in Casing ,CD
3 Thirty Six(36')Inch Diameter Steel Casing-Rail Road Crossing LF 100 480 100 100.00 48,000.00 0.00 0.00 Z
4 Connection to 6'Main at St.40+00(W/saddle,valve&Vault) LS 1 5,800 1 100.00 5,800.00 0.00 0.00 tp O
5 Connection to existing 24"and 10"Mains at State Street 8,Frazier Avenue(W/saddle,tee valve and vault) LS 1 18,000 1 100.00 18,000.00 0.00 0.00 3
8 Replace Catch Basin Each 1 1,800 1 100.00 1,800.00_ 0.00 0.00
N
7 24'Inline Butterfly Valve In Vault Each 3 9,300 3 100.00 27,900.00_ 0.00 0.00 p,
8 Fire Hydrant Assembly Each 3 3,200 3 100.00 9,600.00 0.00 0.00 -_n
9 Air Release Manhole Each 2 4,800 2 100.00 9,600.00 0.00 0 00
N
10 8'Dia.Sewer Replacement L.F. 323 32 227 70.28 7,264.00 0.00 (3,072.00)
11 10'Dia.Sewer Replacement L.F. 15 85 50 333.33 3,250.00 2,275.00 0.00
12 12'Dia.Sewer Replacement L.F. 64 70 55 85.94 3,850.00 0.00 (630.00)
13 Granular Trench Backfill C.Y. 4,851 20 4573 94.27 91,460.00 0.00 (5,560.00)
14 Roadway Pavement Removal S.Y. 1,960 6 1226 62.55 7,356.00 0.00 (4,404.00)
. 15 Roadway Pavement Replacement S.Y. 1,960 26 1226 62.55 31,876.00 0.00 (19.084.00)
16 Bituminous Treated Earth Surface Roadway Removal S.Y. 7,200 6 7230 100.42 43,380.00 180.00 0.00
17 Bituminous Treated Earth Surface Roadway Replacement S.Y. 7,200 8 0 0.00 0.00 0.00 (43,200.00)
• 18 Curb and Gutter Removal LF. 360 6 1170 325.00 7,020.00 4,860.00 0.00
19 Curb and Clutter Replacement . ,S.F, 360 22 1170 326.00 25,740.00 17,820.00 0.00
• y 20 Sidewalk Removal • S.F. 3,875 2 4550 117.42 6,825.00 1,012.50 0.00
21 Sidewalk Replacement S.F. 3,875 5 4550 117.42 20,475.00 3,037.50 0.00
22 Asphalt Driveway Removal S.Y. 52 10 228 438.46 2,280.00 1,760.00 0.00
23 Asphalt Driveway Replacement S.Y. 52 40 228 438.46 9,120.00 7,040.00 0.00
24 Concrete Driveway Removal S.Y. 40 10 40 100.00 400.00 0.00 0.00
25 Concrete Driveway Replacement S.Y. ' 40 58 40 100.00 2,240.00 0.00 0.00
26 Topsolling and Sodding S.Y. 1,000 6 1000 100.00 6,000.00 0.00 0.00
27 Topsoiling and Seeding S.Y. 350 4 350 100.00 1,225.00 0.00 0.00
28 Sediment and Erosion Control LS. • 1 3,000 0 0.00 0.00 0.00 (3,000.00)
• 29 Traffic Control Protection LS. 1 74,500 1 100.00 74,500.00 0.00 0.00
30 Temporary Surface Over Trench S.Y. 4,360 4 0 0.00 0.00 0.00 (17,440.00)
31 Video Filming LS. 1 1,200 1 100.00 1,200.00 0.00 0.00
. 32 Ductile Iron Pipe House Sewer Replacement LF. 1,325 25 516 38.94 12,900.00 0.00 (20,225.00)
33 2-1/2"Diameter Fiber Optic Duct LS. I 113.900 1 100.00 113,900.00 0.00 0.00
• 33a Auger Under Trees Each 10 100, 0 0.00 0.00 0.00 (1,000.00)
•
INDETERMINATE ITEMS
34 Granular Foundation Material C.Y. 100 20 0 0.00 0.00 0.00 (2,000.00)
35 Class'B'Concrete C.Y. 20 20 0 0.00 0.00 0.00 (400.00)
38 Removal and Disposal of Petroleum Contaminated Soll C.Y. '50 30 0 0.00_ 0.00 0.00 (1,500.00)
37 Fluorocarbon Ruber(Viton Gasket) Each 10 100 0 0.00 0.00 0.00 (1,000.00)
38 Rock Excavation C.Y. 20 50 0 0.00 0.00 0.00 (1,000.00)
39 Sewer Manhole Replacement Each 2 2,000 0 0.00 0.00 0.00 (0,000.00)
40 Hand Mining LF. 50 100 0 0.00 0.00 0.00 (5,000.00)
41 Replacement of Existing Lead House Water Service with 1'Copper Pipe Each 47 800 17 36.17 13,600.00 0.00 (24,000.00)
42 Replacement of Existing Lead House Water Service with 1-1/2'Copper Pipe Each 3 900 0 0.00 0.00 0.00 (2,70000)
43 Replacement of Existing Lead House Water Service with 2'Copper Pipe Each 3 1.000 0 0.00 0.00 0.00 (3,000.00)
44 Connection to Existing 24'and 10"Mains at State Street and Frazier Avenue(W/24'x10-tee,tee,valve and vault) LS. 1 18,000 0 0.00 0.00 0.00 (18,000.00) to
. 45 Pavement Replacement-6'Base Course,3'Asphalt S.Y. 7,200 19 7,230.00 100.42 137,370.00 570.00 0,00 II
. rn
1,255,139.00 38,555.00 (180,215.00) -I
Net Quantity Adjustment (141,660.001 W
0
71
C11
SHEET 4 OF 5
Change Order No. 1 and Final
City of Elgin
Clark Street Watermain
C. CHANGE ORDER CONDITIONS
1. This Change Order, unless otherwise provided herein, does not relieve the
Contractor from strict compliance with the guarantee provisions of the Original
Contract,particularly those pertaining to performance and operation of equipment.
2. The Contractor expressly agrees that he will place under coverage of his
Performance and Payment Bonds and Contractor's Insurance, all work covered by
this Change Order. The Contractor agrees that it will include all work covered by
this Change Order in the scope of coverage of its performance and payment bonds
and Contractor's insurance immediately upon execution of this Change Order by
city.
3. The Contractor waives all rights to claims against the Owner for any indirect costs
associated with this or any other change order.
D. ADJUSTMENTS IN AMOUNT OF CONTRACT
1. Amount of Original Contract $ 1,396,799.00
2. Amount of Contract, not including
this Change Order $ 1,396,799.00
3. Deletion to Contract due to
this Change Order No.1 and FINAL ($ 91,128.78 )
4. Amount of Contract including
this Change Order $1,305,670.22
5. Percentage of change from original
Contract price 6.5% Reduction
E. REASON FOR CHANGE
1. Refer to Section A DESCRIPTION OF CHANGES INVOLVED and
Section B REASON FOR CHANGES.
2. The circumstances necessitating the change in performance were not reasonably
foreseeable at the time the original contract was executed; the changes
contemplated herein are germane to the original contract as signed; and this
change order is in the best interests of the City of Elgin and is authorized by law.
SHEET 5 OF 5
Change Order No. 1 and Final
City of Elgin
Clark Street Watermain
RECOMMENDED FOR ACCEPTANCE BY ALVORD, BURDICK&HOWSON L.L.C.:
By: 12f7 7/2 2/vr—
Bon G. Mui, Partner Date
ACCEPTED:
CONTRACTOR: MARTAM CONSTRUCTION, INC.
By. —,�- 7—Z6 —p
Tamas Kutrovatz, President Date
isLOIlk
THE CITY OF ELGIN: 1 _ — `' — &OS
0 : . anager Date
>
` �§ A enda Item No
City of Elgin g
L
osi
August 19, 2005 G
TO: Mayor and Members of the City Council 4. ' _�.
FINANCIALLY STABLE CITYGOVERNMENT
EFFICIENT SERVICES.
FROM: Olufemi Folarin, City Manager AND QUALITY INFRASTRUCTURE
Kyla Jacobsen, Water System S perintendent
SUBJECT: Final Payment, Authorization of Change Order No. 1
And Acceptance of Clark Street Water Main Project
PURPOSE
The purpose of this memorandum is to provide the Mayor and members of the City Council with
information to consider final payment, authorization of Change Order No. 1, and acceptance of
the Clark Street Water Main Project completed by Martam Construction, Inc.
RECOMMENDATION
It is recommended that the City Council accept the completed Clark Street Water Main Project
and authorize both the final payment in the amount of$482,205.32 and the execution of the final
Change Order No. 1 in the amount of$91,128.78 (deduct) with Martam Construction, Inc.
BACKGROUND
The Clark Street Water Main Project, previously titled State Street to Lawrence Avenue Water
Main Phase 2, consists of 3,776 feet of 24 inch diameter water main on Murray Avenue and on
Clark Street from Murray to State Street (Route 31). This main has been connected to the newly
installed 24-inch Riverside to State Street water main. This completes the transfer main from
Riverside Water Treatment Plant to the Airlite plant reservoirs.
On February 23, 2005, the City Council awarded a contract for the Clark Street Water Main
Project to Martam Construction, Inc. of Elgin, Illinois.
Change Order No. 1 (Final) covers 9 items, 8 additives and 1 deductive. The additive items
includes: furnish and install 48-inch diameter valve vault, directional bore fiber optic conduit
under Union Pacific Railroad, hot tap existing 10-inch water main in State Street at Frazier
Avenue to interconnect to existing 24-inch water main in Frazier Avenue, bypass pump sanitary
sewage from broken unmarked 12-inch sanitary sewer at jacking pit, furnish and install 34 lineal
feet of 20-inch storm sewer at McClure Avenue and Goethe Street and 22 lineal feet of 20-inch
e` ductile iron pipe at jacking pit, grind and overlay Murray Avenue from McClure to Clark Street;
Clark from Murray Avenue to Wing Street; and McClure Avenue, from Goethe Street to the
receiving pit. The total addition to the contract is $50,531.22
•
J
Acceptance and Change Order No. 1 for Clark Street Water Main
AO"""' August 19, 2005
Page 2
The deductive item includes 96 lineal feet of 8-inch diameter sewer replacement, 9 lineal feet of
12-inch diameter sewer replacement, 278 cubic yards of granular trench backfill, 732 square
yards of roadway pavement removal and replacement, 7,200 square yards of bituminous treated
surface roadway replacement, sediment and erosion control, temporary surface over trench, 809
lineal feet of ductile iron house sewer replacement, auger under trees, 100 cubic yards of
granular foundation material, 20 cubic yards of class "B" concrete, 50 cubic yards of removal
and disposal of petroleum contaminant soil, 10 viton gaskets, 20 cubic yard of rock excavation, 2
sewer manhole replacement, 50 lineal feet of hand mining, replacement of 30 water service
connections of 1-inch copper pipe, replacement of 3 water service connections of 1 1/2 -inch
copper pipe, replacement of 3 water service connections of 2-inch copper pipe, and connection
to the existing 24-inch and 10-inch water main in State Street at Frazier Avenue. The total
deduct items from the contract is $141,660.
The net deduct from the contract is $91,128.78. Attached is a copy of change order No. 1 (Final)
for your consideration.
This project was successfully completed by Martam Construction, Inc. in accordance to the plans
and specifications provided by the consultant engineer, Alvord, Burdick & Howson.
elk GROUPS/INTERESTED PERSONS CONTACTED
None
91/A__
FINANCIAL IMPACT
The final contract amount with Martam construction for project number 409649 is as follows:
Original Contract Amount $1,396,799
Change Order No. 1 (Deduct) $ <91,129>
Revised Contract Amount $1,305,670
Previous Payments $ 823,465
Final Payment $ 482,205
The final accounting for the project is as follows:
Budget:
Account Number Amount
365-4000-795.93-41 $980,000
420-0000-771.92-41 $520,000
Total Budget $1,500,000
,, Expenditures
Original Contract $1,396,799
Acceptance and Change Order No. 1 for Clark Street Water Main
' ' August 19, 2005
Page 3
Change Order No. 1 <$91,129>
Final Contract $1,305,670
Balance Remaining $ 194,330
\ 2eIMPACT
.
ALTERNATIVES
1. Accept this deductive change order.
2. Do not accept this change order.
Respectfully submitted for Council consideration.
KJ/PLB
Attachment