HomeMy WebLinkAbout2009-09-08 - Agendas Sy-Me v le
WATER/SEWER COMMITTEE AGENDA
Meeting Date of September 8, 2009
COMMITTEE: Chairman Kyle Cook; Aldermen: Adella Gray, Robert Rhoads, Sarah Lewis
COPY TO: Mayor Lioneld Jordan, Sondra Smith, Don Marr, Paul Becker, Lindsley
Smith, Chris Brown, Jeremy Pate, To u bard, Lynn Hyke, Shannon
Jones, Peggy Bell, OMI
FROM: David Jurgens, P. E., Utilities Director''
V
A Fayetteville Water and Sewer Committee meeting wi be held September 8, 2009,
5:30 PM, room 326, Fayetteville City Hall, following the A enda Session. Proposed topics
include:
1. Capital Pro'ect Update.
Contract Description Contractor Cost % Complete
WL-9 Tieover- Non Critical Items Goodwin &Goodwin $ 1,546,400 90%
WL-10a Farmington Gravity Line In Town Portion Garney Const $ 1,664,231 28.3%
EL-3&5 Razorback- Happy Hollow 36/42" Gravity S J Louis Const $ 5,253,795 67%
EP-3 Noland WWTP Aeration, Clarifier Work Crossland Heavy $ 2,439,646 100%
13I0-1 Biosolids Solar Drying In Design
13I0-2 Biosolids Thermal Drying In Design
Project is substantially complete, meaning the work can be used to execute its mission.
a. WL-9 Change Order 3 for $29,600 is attached. It involves project reconciliation and
completing small miscellaneous tasks required to finalize west side collection system work.
b. EL-3 & 5 Change Order 3 for$89,736 is attached. It reconciles the contract to match
underground conditions discovered to date, involving several specific items: 1) removing large
volumes of poured in place concrete manhole structures (much larger than normal) in the vicinity of
manholes 60 and 67; 2) additional work and surface restoration due to ditch caving because of an
existing (unknown) abandoned sewer line near Industrial Place; 3) removing an old, poorly designed
underground concrete junction box, replacing the box with new pipeline, and raising manholes to
higher grade Pier Span 3; and 4) rip rap bank stabilization at multiple creek crossings, with most of
the work at Duncan Avenue to stabilize an eroding creek bank.
d. EP-3 Change Order 3 for $38,530 is attached. It involves five items: (1) installation of
wafer style check valves at Aeration Basin; (2) installation of additional fittings at the Effluent Pump
Station; (3) additional joint repair at aeration basin; (4) repair of the aeration basin's floor slab; and
(5) programming the adjustable frequency drive. The project is nearly complete. This change order
also reconciles work to date, and is the final change order.
e. WL-10a Change Orders 2 and 3 are attached. Change order 2, for $14,670, provides for
installing a 24" steel encasement across a Centerpoint Energy gas transmission line easement. We
were originally going to encase across the existing gas line. Centerpoint just notified the City that
they intend to install a second gas transmission line, and they are requiring we install the
encasement across the entire easement.
Change Fayetteville Farmington Fayetteville Farmington
Order Fayetteville Farmington Contingency Contingency Contingency Contingency
Amount Share Share Before CO Before CO After CO After CO
CO2 $14,670.00 $2,894.83 $11,775.17 $31,026.70 $157,973.30 $28,131.87 $146,198.13
CO3 $43,350.00 $0.00 $43,350.00 $28,131.87 $146,198.13 $28,131.87 $102,848.13
Change order 3, for$43,350, provides removal of an inverted siphon at Manhole #14. All costs
associated with this change order are the City of Farmington's because no City of Fayetteville
wastewater flows through this pipe
If. WSIP Construction Schedule & Cost Update will be distributed at meeting.
W&S CommitteeAgenda Mept09
a e le
Y ey WATER/SEWER COMMITTEE AGENDA
2. Highway 265 Water/Sewer Relocations and 36" Water Line design work is being executed by
McClelland Consulting Engineers. The contract for the first phase was awarded to Seven Valleys
Construction for$1,757,232.00, covering 4,462 feet of 36-inch water main on Township between
Crossover and Old Wire Road. The Notice to Proceed was issued on August 10; construction is
expected to be completed by year end. Bond funds have been acquired for the project. The second
phase of the project, 24" - 36"water line from Mission to Joyce along Highway 265 is nearing final
design. Easement acquisition will commence as soon as the Highway Department has acquired
their right-of-way.
3. Sanitary Sewer Rehabilitation Project Update.
a. Minisystems 5, 6, 13A, 20 and 32 preliminary design is underway based on the sanitary
sewer evaluation study (SSES)for the 810 manholes and 175,000 feet of sewer mains. That work
that is appropriate for lining is being added into the Insituform CIPP lining project.
b. Insituform Sewer Pipe Lining Term Contract 2009 work has been designed. The
maintenance work is being combined with work identified in the SSES completed earlier this year.
The CIPP process involves lining existing sewer pipes with a new pipe that saves digging, costs less
than traditional dig and replace work, and essentially installs a new water tight pipe within the
existing pipeline. Under this work order, approximately 17,000' of pipe will essentially be replaced. A
contract amendment will becoming to the Council in October.
4. Canterbury Water Tank pump station and lines are being designed by McClelland Engineers. All
actions relating to the lot purchase are completed. Bid documents are expected to be completed
this fall, and a construction contract awarded by year end. Staff expects to have the neighborhood
meeting in early to mid October regarding site work and tank colors. Elevated water tanks generally
take approximately one year to construct. The design and construction of the offsite pump station
and additional water line improvements necessary to connect the pump station to the new water
tank will be ready before the tank completion.
5. Wastewater Treatment Plant Contract site visits and question and answer session are
completed. Teams from four potential submitters participated in the process. Statements oaf
Qualification will be opened on 16 September.
6. Solid Waste Ordinance
7. Water/Sewer Committee Meeting is planned for Thursday, October 22, 2009, 5:30, room 111.
Attachments: 1 b. WL-9 Change Order 3
1c. EL-3 & 5 Change Order 3
1d. EP-3 Change Order 3
1e. WL-10a Change Orders 2 and 3
W&S CommitteeAgenda Bept09
1 b.WL-9 Change Order 3
Page 1 of 2
aye edle
ARKANSAS Mayor's Approval
CONTRACT REVIEW MEMO
To: Mayor Lioneld Jordan
Thru: Fayetteville Water and Sewer Committee
Don Marr,Chief of Staff
From: David Jurgens,Public Utilities Director -�
Date: August 12,2009
Subject: Approval of Change Order 3 to the construction contract with Goodwin&Goodwin Inc for
$9,300.00,for tieover and cutover of the west side wastewater collection system,WSIP Subproject
WL-9
RECOMMENDATION
City staff recommends approval of Change Order 3 to the construction contract with Goodwin&
Goodwin hic for$9,300.00,for tieover and cutover of the west side wastewater collection system,
WSIP-Subproject WL-9.
BACKGROUND
The project involves abandoning 8 manholes,cutting and plugging approximately 29 sanitary sewer
lines,reconditioning manholes and approximately 10 force mains,and abandoning 8 lift stations.
Approximately 235 linear feet of 8 inch to 21 inch sanitary sewer lines will be installed and 2
manholes will be constructed.The project essentially completes the work required to permanently tie
the remainder of the Illinois River Basin collection system pipelines and lift stations to the new
transmission lines.
Construction on this complex project is proceeding very well.
DISCUSSION
This change order allows for 1)the construction of a fence around Old Wire lift station; 2) eliminating
contract items 29-32, which were not required; and 3)the removal of manholes and an aerial crossing
on Paradise Valley golf course,and subsequent restoration. There may be one last reconciliation
change order to close out the contract.
BUDGETIMPACT
A$77,000 contingency was approved with this contract,of which$38,325.60 remains after Change
Order 2. $29,025.60 will remain in the contingency after Change Order 3.
WL-9 CO3 CCMemo10Aug09
1 b.WL-9 Change Order 3
Page 2 of 2
Change Order No. 3 Page I of 1
CONTRACT CHANGE ORDER Contract Schedule
Section Date 7/3 112 0 0 9
ANRC Project No.: CS-050803-03 Owner Project No.: 72903
Project Name: Westside non-critical cutover plan 'Location: Fayetteville,Arkansas
Owner: City of Fayetteville Contractor: Goodwin&Goodwin,Inc.
Address: 113 West Mountain Address: 3503Free Ferry Road
Fayetteville,AR 72701 Fon Smith,AR -
THE FOLLOWING CHANGES ARE HEREBY AMENDED INTO THE CONTRACT PLANS AND SPECIFICATIONS:
ITEM N DESCRIPTION DECREASE INCREASE
I. Construct Fence around Old Wire Lift Station $11,600
2 Remove manholes and arial crossing on Paradise
Valley Golf Course and restore area $18,000
3 Eliminate Balance of items 39.30- $20,300
�9-32 vtp-,
�t�Y
TOTAL DECREASE AMOUNT I L $20;300.00
TOTAL INCREASE AMOUNT $29,600.00
NET CHANGE ORDER $9,300
ENGINEERS FINAL
CHANGE TO CONTRACT AMOUNT: TOTAL AMOUNT ELIGIBLE AMOUNT
Original Contract Amount $1.543.600.00
Total Previous Change Order(s) (net) S38,674.40 $38.674.40
Net Amount This Change Order $9.300.00 $9,300.00
TOTAL CONTRACT AMOUNT TO DATE $1.591.574.40 $1.591.574.40 -
CHANGE TO CONTRACT COMPLETION DATE:
Original Completion Date 3-Aug-09
Previous Adjusted Completion Date n/a
(Inerease)(Dccrease)This Change Order 14 Calendar Days
NEW CONTRACT COMPLETION DATE: 17--Aug-09
RECOMMENDED: RJN GROUP
gineer
Signaa e Title Date
ACCEPTED: Goodwin&Goodwin.Inc.
Contractor
Signature Title Date
APPROVED: 'ITY OF_ FAYETTEVILLE
S' stareY Title ate
1c.EL-3&5 Change Order 3
10 Page 1 of 2
aye ev e
ARKANSAS
Mayor's Approval
CONTRACT REVIEW MEMO
To: Mayor Lioneld Jordan
Fayetteville Sewer Committee
Thru: Don Marr,Chief of Staff
From: David Jurgens,Utilities Director
Date: August 17, 2009
Subject: Approval of Change Order 3 to t!he with SJ Louis Construction Inc. for
$89,736.00,for the construction of the gravity sewer main from Happy Hollow Road to
Razorback Road,WSIP Subproject ELr3 and 5
RECOMMENDATION
Staff recommends approval of Change Order 3 to the contract with SJ Louis Construction Inc.
for$89,736.00,for the construction of the gravity sewer main from Happy Hollow Road to
----Razorback Road WSIP Subproject-EL-4-and 5.
BACKGROUND
This contract provides for construction and installation of approximately 18,000' of 8"—42"
gravity sewer line and 70 manholes. The EL-3 portion is parallel to 15 Street from Razorback
Road to Happy Hollow Road;the EL-5 portion is from the South Mountain pump station on 291h
Circle east to the Water/Sewer Operations site. Work began in November,2008 and is now
approximately 65%complete.
DISCUSSION
This change order reconciles the contract to match underground conditions discovered to date,
involves several specific items: 1)removing large volumes of poured in place concrete manhole
structures (much larger than normal)in the vicinity of manholes 60 and 67;2) additional work
and surface restoration due to ditch caving because of an existing(unknown) abandoned sewer
line near Industrial Place; 3)removing old,poorly designed underground concrete junction box;
replacing the box with new pipeline, and raising manholes to higher grade Pier Span 3; and 4)rip
rap bank stabilization at multiple creek crossings, with most of the work at Duncan Avenue to
stabilize'an eroding creek bank.
Garver Engineers recommends approval of this change order.
BUDGET IMPACT
This change order increases the contract price by $89,736. A $420,000 contingency was
approved with the contract; $331,397 remains after Change Order 2. A balance of$241,661 will
remain after Change Order 3 is executed.
EL-3&5 003 CCMemo 17Aug09
gy< CHANGE ORDER 1c.EL-3&5 Change Order 3
7a'yZ��y, i Contract Number EL-3 and ELr5 Page 2 of 2
- - ARKANSAS Contract Title EL•3 and EL-5 Gravity Sewer Lines
Change Order No. 3 Date of Issuance August 12,2009
To Contractor: S.J.Louis Construction,Inc. -
The Contract is changed as follows:
Description: Added additional base and removal of spoil because of ditch caving between EL-3 station 18+70 and 20+50 due to previous,
unknown relocation of 21"sewer. Added additional retrieval of reinforced concrete because the existing 30".HDPE sewer was encased at the
EL,3 proposed manhole 60 location. Added additional concrete removal required to core drill and connect to an existing manhole adjacent
to proposed ELS manhole 67 because the existing manhole had excessive amounts of concrete at the base. Added additional work new EL-3
pier span 3 per request for proposal number 7. Request for proposal number 7 includes all items except an appropriate decrease in price for
acceptance of defective work. Request for proposal number 7 incorporates an additional 4 days previously requested because of abnormal
rainfall in May 2009. Added additional rip rap for stream bank stabilization.
Bid Bid Previous Unit Contract Revised Revised Original Revised
Item Item Estimated of Unit Estimated Unit Estimated Estimated
No. Description Quantity Measure Price Quantity Price Cost Cost
82 Ditch Caving New Industrial Place 0 LS $0.00 1 $4,462.81 $0.00 $4,462.81
83 Concrete Removal Near Manhole 60 0 LS $0.00 1 $13,068.60 $0.00 $13,068.60
84 Concrete Removal Near Manhole 67 0 LS $0.00 1 $2,205.00 $0.00 $2,205.00
85 Work Near Pier Span 3 0 LS $0.00 1 $4Q000.00 $0.00 $40,000.00
86 Rip Rap and Bank Stabilization 0 SY $0.00 500 $60.00 $0.00 $30,000.00
Summation of Cost $0.00 $89,736.41
Net Cost for this Change Order $89,736.41
Not valid until signed by the Owner
The original Contract Price was $ 5,253,795.00
Net change by previously authorized change orders ,,,,.,,,,.... ..,,,. ........ $88,603.30
The Contract Price prior to this Change Order was _ :_ $ 5,342,398.30
The Contract Price will be increased by ......... ........................,. .., ... • $89,736.41
,,
The new Contract Price including this Change Order will be ..,_, •,,.....1...„•,,,••,,,•,_,,,... ____ $ 5,432,134.71
The Contract Time(s)will increase 29 calendar days
Required date of Completion as of the date of this Change Order therefore is:
Final Completion 24-Oct-09
NOTE: This summary does not reflect changes in the Contract Price or Time(s)which have been authorized by Work Change Directives not
incorporated in is or previous Change Orders.
S1ER City of I hyeueville
BY DATE Y 45ATE
S.J.Louis Construction,Inc. ATTEST
/
8 i3 0 �i,P� IVIAA.!/6-�r���G•G\"(Y pF SG,p.,
BY DATE Sondra Smith, City Clerk 'L'?eesurer �p
;FAYETTEVILLEe
9:QKANSPC°
°
Ta*y*
Me vi le 1d.EP-3 Change Order 3
Page 1 of 3
XANIA5
CONTRACT REVIEW MEMO
To: Mayor Lioneld Jordan
Thru: Don Marr, Chief of Staff
From: David Jurgens, Utilities Director „I
Fayetteville Water and Sewer Com i
Date: August 28, 2009
Subject: Approval of Change Order 3 to the Construction Contract with Crossland Heavy
Contractors, for$38,530 for Noland Wastewater Treatment Plant improvements, WSIP Subproject
EP-3 Correction Memorandum
RECOMMENDATION
Staff recommends approval of Change Order 3 Order to Construction Contract with Crossland
Heavy Contractors, for$38,530 for Noland Wastewater Treatment Plant improvements, WSIP
Subproject EP-3. The change order was previously staffed and signed with an incorrect dollar
amount in the memorandum and staff review form. The change order attached to those documents
did reflect the correct amount. This memorandum now contains the correct cost.
BACKGROUND
The project includes the installation of denitrification pumps, non-potable water pumps, final clarifier
drives, structural repairs, roofing replacement and other miscellaneous improvements at the Noland
Wastewater Treatment Plant. This is the final of four WSIP contracts to be executed at Noland. The
majority of this work could not be completed prior to the West Side WWTP becoming fully operational.
DISCUSSION
This change order is already signed for$38,530. The original memorandum and staff review form
incorrectly stated $15,084.
This is the final change order for the project, covering additional items identified in the course of
construction and reconciling all contract quantities. Major items include: (1) installation of wafer
style check valves at Aeration Basin; (2) installation of additional fittings at the Effluent Pump
Station; (3) additional joint repair at aeration basin; (4) repair of the aeration basin's floor slab; and
(5) programming the adjustable frequency drive. Black and Veatch, the Engineer, recommends
approval of this change order.
The project is substantially complete.
BUDGETIMPACT
This change order uses $38,530.00 of the remaining$190,110.60 contingency. A balance of
$151,580.60 in contingency will be returned to WSIP funds after this change order.
EP-3 CO3 CCMemo 4Aug09
1d.EP-3 Change Order 3
Page 2 of 3
CHANGE ORDER
40"
Project Number:
EP-3
ARKANSAS Contract Title: Noland WWTP
Improvements
Change Order No 3 ---Date of Issuance-August 3.2009
TO CONTRACTOR:Crossland IA,,,,y Can,,,os'-Inc ORDINANCE NO:/RESOLUTION NO
The Contract is changed as follows. EFFECI(VE____
Item CO3-1. Installation-0—rWafer_StYlc_ChecLV_aJves.a_(Acralion Basin.
Initiated by:Contractor
At the recommendation of the Contractor,a wafer style check valve was installed it, lieu of the standard swing check valve shown
on the drawings. These valves were installed to allow the reuse of the existing concrete slab openings and reduce the overall
I
length of the denitrification pump discharge.This change results in an increase of$9,242.00 in Contract Price.This will result in
no change to the Contract Times.
Item CO3-2. Installation of Additional Fittingsat fifluentPumping station.
Initiated by:Contractor
Due to unforeseen conditions,an additional reducer was required for the discharge piping at the Effluent Pumping Station. In
order to have the discharge of the pump connect to the existing discharge piping at the pumping station an additional reducer was
needed. The additional cost for the fittings was$4,000. The Contractor will pay llalfof this additional cost.This change results
in all increase of$2,000.00 in Contract Price.This will result in no change to the Contract Times.
Item CO3-3. Additional Aeration Basin Joint eoair.
Initiated by:Contractor
Due to unforeseen conditions in the Aeration Basin,additional expansion joint repairs were required in the exterior walls of the
Aeration Basin. A total of 8 joints required additional repair. This repair included a full injection of the depth of the
joint on the
interior and exterior of the expansionjoint and concrete repair using corrosion resistant repair mortar on the exterior s
joint. This change results in an increase of$15,084.00 in Contract Price.This change represents an increase in Contra side of the
calendar clays, Contract of 35
Item CO3-4. Aeration Basin Floor Slab Repair.
Initiated by:Owner
Due to unforeseen conditions in the Aeration Basin,concrete and waterstop repairs were required in two location on the cast side
of the Aeration Basin. The original concrete surrounding twojoints had broken away from the floor of the basin. These repairs
were done on a cost per linear foot basis. The cost for concrete repair is 58 dollars Per linear foot and 52 dollars per linear for
waterstop repairs. A total of 150 feet of concrete repair was required and 75 feet of waterstop repair. This change results in all
increase of$12,600.00 in Contract Price.This change represents an increase in Contract of 21 calendar days.
00940 change order 3.doc .00940- 1 Project No. 135045
1d.EP-3 Change Order 3
Page 3 of 3
SECTION 00940 -CHANGE ORDER FORM(continued)
Item CO3-5. Adjustable Prequencv Drive Prae rammine
Initiated by:Contractor
To expedite the start up of the Effluent Pumping Station Pumps.OMI staff programmed the adjustable frequency drives for both
effluent pumps. This programming was removed from Contractor's scope of work. This change results in a decrease of$396.00
in Contract Price.This will result in no change to the Contract Times.
Not valid until signed by the Owner.
The original Contract Price was....................... $ 2.439.646.00
..................................................................................
Net change by previously authorized Change Orders .-......................................................................$ 53:889.40
T
The Contract Price prior to this Change Order was ...................................
. ......
. $ 2.493.535.40
........... ................. ...
e Contract Price will be(X increased)(❑decreased)(O unchanged)by ............... .
.......................$ .
The new Contract Price including this Change Order will be..................................... _38.53000........................$ 2-532A65.40 A '3000 __
The Contract Times will be(X increased)(❑decreased)(O unchanged)by ....................................( 56 ) days
Required date of Substantial Completion as ofthe date of this Change Order therefore is ..._........... Aueust 4 2009 _
NOTE: This summary does not reflect changes in the Contract Price or Contract Times which have been authorized by Work
Change Directives not incorporated in this or previous Change Orders.
B1_�c__ -k Yeo,.`{61..�,Z
r1—
CONTRA
.
EN NEER
Y n
DATE
LTO
BY DA
1 certify there is a balance otherwise unencumbered to the credit Abe apt ropriation to which the above amount is chargeable,
and a cash balance otherwise unencumbered in the treasury to t1 e c it f the fund from which payment is to be made, each
sufficient to meet the above obligation. —
Distribution: ❑Owner(3) -- --- —
❑Contractor
Engineer
/ x7y
O ner: M r Lioneld Jordan Da e
ATTEST
Sondra Smith, City Clerk / Date ,.��RtVbLq'11,
.U' -'O
:FAYETTEVILLE• ?
c�z••9R SP5 J��`_
Gip(V1"s'p�
00940-CHANGE ORDER FORM 00940-2
ayMe e 1e.WL-10a Change Order 2
Page 1 of 4
ANSAS
CONTRACT REVIEW MEMO
To: Mayor Lioneld Jordan
Thru: Don Marr, Chief of Staff n
From: David Jurgens, Utilities Department Director J C
Fayetteville Water and Sewer Committee Y
Date: September 4, 2009
Subject: Approval of Fayetteville's portion of the Cost Share of Change Order 2 to the Purchase
Order to Farmington for the Construction Contract with Gamey Construction, for $2,894.83, for
construction of the Farmington Gravity Sewer Line, WSIP Subproject WL-10a
RECOMMENDATION
Staff recommends approval of Fayetteville's portion of the cost share of Change Order 2 to the
purchase order to Farmington for the construction contract with Gamey Construction, for$2,894.83
for construction of the Farmington Gravity Sewer Line, WSIP Subproject WL-10a.
BACKGROUND
This project involves constructing roughly 11,133 linear feet of 8 - 21" gravity sewer main and 23
manholes mostly by open cut construction. The line is being installed along Farmington Branch
through the length of Farmington from Double Springs Road to the eastern City limits. The new lift
station # 12 at the confluence of Goose Creek and Farmington Branch, to which this pipe carries
water, was placed in service in March, 2009.
DISCUSSION
This change order, for$14,670, provides for installing a 24" steel encasement across a Centerpoint
Energy gas transmission line easement. We were originally going to encase across the existing gas
line. Centerpoint just notified the City that they intend to install a second gas transmission line, and
they are requiring we install the encasement across the entire easement. RJN, the Engineer,
recommends approval of the change order. The cost share between Farmington and Fayetteville is
below.
Change Fayetteville Farmington Fayetteville Farmington
Order Fayetteville Farmington Contingency Contingency Contingency Contingency
Amount Share Share Before CO Before CO After CO After CO
CO2 $14,670.00 $2,894.83 $11,775.17 $31,026.70 $157,973.30 $28,131.87 $146,198.13
CO3 $43,350.00 $0.00 $43,350.00 $28,131.87 $146,198.13 $28,131.87 $102,848.13
BUDGET IMPACT
Shown above.
WL-IOa CO2CCMerno4Sept09
City of Fayetteville Staff Review Form
1e.WL-10a Change Order 2
City Council Agenda Items Page 2 of 4
and
Contracts, Leases or Agreements
Mayor's Approval
City Council Meeting Date
Agenda Items Only
David Jurgens Wastewater System Impry Project Water/Wastewater
Submitted By Division Department
Action Required:
Approval of Fayetteville's portion of the Cost Share of Change Order 2 to the Purchase Order to Farmington for the
Construction Contract with Garvey Construction, for$2,894.83, for construction of the Farmington Gravity Sewer Line,
WSIP Subproject WL-10a
$ 2,895 $ 33,000 Wastewater System Imp Project
Cost of this request Category/Project Budget Program Category/Project Name
4520.9520.5315.00 $ 1,973.00 Water and Wastewater
Account Number Funds Used to Date Program/Project Category Name
02133.0415 $ 31,027 Water/Sewer
Project Number Remaining Balance Fund Name
Budgeted Item XX Budget Adjustment Attached
Previous Ordinance or Resolution# 09-09
Depa m nt Dir for Date
Original Contract Date: 1/20/2009
7
Original Contract Number: 2073
City Attorney Date
Finance and Internal Services Director Date Received in City
Clerk's Office
Chief of Staff Date
Received in
Mayor's Office
Mayor Date
Comments:
Revised January 15,2009
le.WL a'q�e Gr� je
rarnifngton. y
Change Order No. 2 Page I of 2
CONTRACT CHANGE ORDER citycentraetu schedule
City Resolution it Date 9/1/2009
City Project No.: WL-10a ANRC Project No.: 00584-CWRLF-L
Project Name: Fannington Cavity Main Location: Fannington,Arkansas
Owner: City of Fannington Contaclol Garney Construction,Inc.
Address: 354 West Main Street Address: 1333 NW Vivian Road
Fannington,AR 72730 Kansas City,MO,64118
THE FOLLOWING CHANGES ARE HEREBY AMENDED INTO THE CONTRACT PLANS AND SPECIFICATIONS:
ITEM# DESCRIPTION DECREASE INCREASE
I Change Order to install 90 linear feet of 24-inch steel
encasement across Centepoint Energy high pressure gas line
easennent. $14,670
See Attached for Cost Breakdown
TOTAL DECREASE AMOUNT $0.00
TOTAL INCREASE AMOUN $14,670.00
NETCHANGEORDER1 I $14,670.00
ENGINEERS FINAL
CHANGE TO CONTRACT AMOUNT: TOTAL AMOUNT ELIGIBLE AMOUNT
Original Contract Amount $1,664.231.00 5000
Total Previous Change Ordet(s) it O 000.00 $j�00
Net Amount This Change Order 414 670.00 $14.670.00
TOTAL CONTRACT AMOUNT TO DATE $1688901.00 $145 670.00
CHANGE TO CONTRACT_COMPLETION-DATE:
Original Completion Date Januaay 7,2010
Previous Adjusted Completion Date
(hncrease)(Deerease)'Hus Change Order 60 Calendar Days
NEW CONTRACT COMPLETION DATE: March 8,2010
RECOMMENDED: PON Group
Engineer
BY:
Signature Title Date
ACCEPTED:
Cont actw'
BY:
Signature Title Date
APPROVED: CITY OF FAYETTEVILLE
Owner
BY: Not Applicable
Signature Title Dzte
APPROVED: CITY OF FARMINGTON
Owncr
BY:
Si nature Title Date
1e.WL-10a Change Order 2
Page 4 of 4
Cost Breakdown for Change Order
Item Description Unit Unit cost Qty Amount
t 24"Steel Encasement By Open Cut LP 5163.00 90.00 514,670.00
Total Contract Chane $14,670.06
Fay`e*tte�-Vllle1e.WL-10a Change Order 3
Page 1 of 3
KANSAS
MAYOR'S REVIEW MEMO
To: Mayor Lioneld Jordan
Thru: Don Marr, Chief of Staff
From: David Jurgens, Utilities Department Director
Fayetteville Water and Sewer Committee '
Date: September 4, 2009
Subject: Review of Change Order 3 to Farmington's Construction Contract with Gamey
Construction, for$43,350, for construction of the Farmington Gravity Sewer Line, WSIP Subproject
WL-10a
RECOMMENDATION
Staff is providing, for Mayor Jordan's review, Change Order 3 to the Purchase Order to Farmington
for the Construction Contract with Gamey Construction, for$43,350, for construction of the
Farmington Gravity Sewer Line, WSIP Subproject WL-10.
BACKGROUND
This project involves constructing roughly 11,133 linear feet of 8 - 21" gravity sewer main and 23
new 4-foot diameter manholes mostly by open cut construction. The line is being installed along
Farmington Branch through the length of Farmington from Double Springs Road to the eastern City
limits. The new lift station # 12 at the confluence of Goose Creek and Farmington Branch, to which
this pipe carries water, was placed in service in March, 2009.
DISCUSSION
This change order, for$43,350, provides removal of an inverted siphon at Manhole#14. All costs
associated with this change order are the City of Farmington's because no City of Fayetteville
wastewater flows through this pipe. RJN, the Engineer, recommends approval of the change order.
BUDGET IMPACT
None.
WL-10a CO3CCMerno4Sept09
1e.WL n Ord®r
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hange Order No. 3 Page I of 2
CONTRACT CHANGE ORDER ty Contract# Schedule
Resolution It Date 9/1/2009
City Project No.: WL-10a ANRC Project No.: 00584-CWRLF-L
Project Name: Farmington Gravity Main Location: Famun ton,Arkansas
Owner: City of Farmington Contractor: Gamey Constniction,Inc.
Address: 354 West Main Street Address: 1333 NW Vivion Road
Farmington,AR 72730 Kansas City,MO,64118
THE FOLLOWING CHANGES ARE HEREBY AMENDED INTO THE CONTRACT PLANS AND SPECIFICATIONS:
ITEM# DESCRIPTION DECREASE INCREASE
I Change Order to remove inverted siphon at Manhole#l4
See Attached lot Cost Breakdown $43,350.00
All costs associated with this change order are the City of
Fanningtoli s. The City of Fayetteville does not participate in
cost sharing. No City of Fayetteville wastewater Flows
through this pipe.
TOTAL DECREASE AMOUNT $0.00
TOTAL INCREASE AMOUNT 543,350.00
NETCHANGEORDERI 1 $43,350.00
ENGINEERS FINAL
CHANGE TO CONTRACTAMOUNT: TOTALAMOUNTELIGIBLE AMOUNT
Original Contract Amount $1,664,231.00 0.00
Total Previous Change Ordelts) 524,670.E So.00
Net Amount This Change Order 343.350,00 543,350.00
TOTAL CONTRACT AMOUNT TO DATE $1,732,251.00 $43 350.00
CHANGE TO CONTRACT COMPLETION_DATE:
Original Completion Dale January 7,2010
Previous Adjusted Completion Date March 8,20W
(Increase)(Decrease)This Change Order Calendar Day
NEW CONTRACT COMPLETION DATE:
RECOMMENDED: ION Group
Engineer
BY:
Signature Title Date
ACCEPTED:
Contractor
BY:
Signature Title Date
APPROVED: CITY OF FAYE'ITEVILLE
Owner
BY: Not Applicable
Signature Title Date
APPROVED: CI'T'Y OF FARMINGTON
Owner
BY:
Si nature 'title Date
1e.WL-10a Change Order 3
Page 3 of 3
Cost Breakdown for Change Order
Item Description
Unit Unit Cost Qty Amount
I 12"Sewer Pipe and embedment LF $34.00 150.00 $5,100.00
2 Construct 48"Dia.Drop Manhole EA $4,500.00 1.00 $4,500.00
3 Construct 48"Dia.Manhole,Extra Depth VF $300.00 3.00 $900.00
4 Trench Excavation and Backfill(0-8 feet) LF $30.00 120.00 $3,600.00
5 Trench Excavation and Backfill(8-12 feet) LF $35.00 30.00 $1,050.00
6 24"Steel Encasement By Open Cut LF $135.00 120.00 $16,200.00
7 Concrete Anchors on Casings EA $750.00 2.00 $1,500.00
8 Rock Rip-Rap CY $40.00 250.00 $10,000.00
9 Clay Dam EA $500.00 1.00 $500.00
Total Contract Chane $43,350.0