HomeMy WebLinkAboutContract 33509-A1 AMENDMENT NO.1 TO CITY SECRETARY CONTRACT NO. 33509
CITY OF FORT WORTH,TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
STATE OF TEXAS § CITY SECRETARY
COUNTY OF TARRANT § Contract No. ?)�Oq — A i
WHEREAS,the City of Worth(City)and TCB Inc. (Engineer)made and entered into City Secretary
Contract No.33509(the"Contract")on the 19th day of May,2006; and
WHEREAS,the Contract involves engineering services for the following project:
WOODVALE SANITARY SEWER IMPROVEMENTS
WHEREAS,it has become necessary to amend said Contract to:
(1)Design and prepare preliminary and final plans for 5870 LF of waterline on Woodvale Road,Lon
Morris Court, Vdali Court,Malaga Drive,and 250 LF of bore across Lake Worth. This work will include
additional survey,modifying the contract documents to include bid proposal,specifications,and details
for the waterlines and for the sewer line connection to manhole at Marina Drive Lift Station,as well as
including the additional quality control and assurance.
(2)Perform geotechnical investigation by soil bore and design sanitary meter station at Malaga Park.This
work will include modifying the contract documents, addition of plan sheets and details for meter station
and appurtenances and to perform quality control and assurance.
(3)Revise the Contract's maximum fee.
NOW THEREFORE,City and Engineer,acting herein by and through their duly authorized
representatives,enter into the following agreement which amends the Contract:
1.
Article I, Section 1 of the Contract is amended to include the additional engineering services specified in
the Scope of Services,incorporated—herein as"Memorandum,Amendment No. L" The cost of the
µ additional seD ices shall not exceed the sum of$96,008.00
jR
CITY SECRETARY
FT.WORM.Ty 2.
Article II of the Contract is amended to provide for an increase in the maximum fee to be paid by City to
Engineer as compensation for all work and services performed under the Contract,as amended, so that the
total fee paid by the City for all work and services shall not exceed the sum of$203,738.00
1 ORIGINAL
Compensation details for the revised scope and for the additional services outlined in this Amendment
No. 1 are provided in the revised"Attachment A,Task Fee Estimate",attached hereto and incorporated
within this Contract.
3.
All other provisions of the Contract,which are not expressly amended herein,shall remain in fill force
and effect.
EXECUTED on this the I day of �C_C - ,-2008,in Fort Worth,
Tarrant County,Texas.
APPROVAL RECOMMENDED: CITY OF FORT WORTH
S.Frank Crumb,P.E. Fernando Costa
Water Dept. Director Assistant City Manager
APPROVED AS TO FORM AND ATTEST:
LEGALITY:
Assistant Ciy&ogley Marty.He rix
City Secretary
ENG ER
Contract Authorization
1a.I�t os — By:
Date Tony Jaecque4Prest/
Associate Vic
Principal-in-Charge
OFFICIAL RECORD
:ITY SECRETARY
FT;WORTH.'r''
2
ATTACHMENT A,TASK FEE ESTIMATE
Task Fee Estimate
Woodvale Sanitary Sewer Improvements-Supplemental Authorization No.1
11/26/2008
_ Non-Labor Fee
m_ TCB Non-Labor
Subconsultants Non-
EIT/Env.
Proj Proj Proj Sci. Total Labor Tot w/ Gorrondona Mas-Tek Blackstone Tot w/ Labor Total
Task Description Dir Mgr Eng Sr Tech Tech Cler Hours Fee Repro Trav Cour Other Mult Survey Geotech Design Mult Total Fee
scope
Supplemental Authorization No.1
General
1 Preliminary Waterline Design&Plans 4 12 40 40 104 6 206 19.86 500 500 500 $20 360
2 Final Waterline Des' n&Plans 4 8 24 24 60 6 126 12,340 500 500 500 S72 840
3 Prepare Plan Sheet showing Bore for Sewer&Waterline 2 8 16 26 2,48 0 0 $2 480
4 Prepare Detail Sheet for Sewerline Connection to MH a Lift Station 1 2 4 4 11 1 090 0 0 $l 090
5 Contract Documents Modification* 4 8 16 20 121 601 6,680 0 0 S6 680
6 QA/QC I 8 12 81 16 44 6 200 0 0 $6 200
7 Additional Survey-Gorrondona&Associates Inc. 41 4 _ 8 780 0 9,780. 10,758 10,758 $11 538
8 Geotechnical Investigation-Mas-Tek Engineering&Associates Inc. _ 0 0 0 3,850 4,235 4,235 $4 235
9 Meter Station&Pipeline Design-Blackstone Engineering PLLC 0 0 0 21 550 24,14 24,145 $24145
9A Meter Station&Pi eline Drafti and QA/QC-TC8 INC. 2 2 4 20 40 68 6 440 0 56 440
10 Bid documents for grinder pump(NOT INCLUDED" 0 0 0 0 $O
SUPPLEMENTAL AUTHORIZATION NO.1 TOTAL 21 45 106 124 228 24 548 $55 870 S1 000 SO $O $O $1 000 $9 780 $3 850 $21,9501 $39,1381 $40138 S98 008
Total $96,008
Fee Percents e
It is assumed that the waterline will be bid as part of the MWBE 39138 40.77X
sewer force main plans in one bid document. Non-MWBE $56 870 59.23%
The City had asked TCB to separate the grinder pumps out as I Totall $96 008 100.00%
a separate bid from the force main. TCB submitted a fee to prepare separate bid
documents for the grinder pumps,and the City has since decided
to incorporate everything in one bid document as specified in the original contract.
P.VA95�SM12143-WoodvaleSSMProjectNOProject_AdminN2Contract%Supplementa101GSupplemental#1_RevisedUuly20081WoodvaleSA1 Breakdown.xls 11/26/2008
11/26/2008
WOODVALE SANITARY SEWER IMPROVEMENTS
PROJECT NO.00391,CITY SECRETARY NO.33509
OPINION OF PROBABLE CONSTRUCTION COST
WATERLINE&WASTEWATER INSTALLATION-ADDITIONAL SERVICES
PAY ITEM UNIT ITEM DESCRIPTION QTY UNIT PRICE AMOUNT
BID-00206 Each Manhole-Remove 1.0 $800.0 $ 800
BID-00213 Each Manhole-Std 4 Ft Diam-(to 6 Ft Depth)-Install 1.0 $2,000.0 $ 2,000
BID-00217 Each Manhole-Vacuum Test-Services _ 1.0 $150.0 $ 150
BID-00218 Each Manhole-Watertight Insert-Install 1.0 $100.0 $ 100
BID-00372 Feet Trench Safety System 5 Foot Depth-Install 3,522.0 $2.0 $ 7,044
BID-00443 Feet Pavement-2 Inch Min HMAC on 2127 Concrete Base 2000-1A -Install 1,467.5 $45.0 $ 66,038
BID-00472 Cubic Yards Pavement-Unclassified Street Excavation-Remove 1,358.8 $20.0 $ 27,176
BID-00484 Square Yards Sub grade-6 Inch-Lime Stabilized-28 Ibs/s -Install 815.3 $7.0 $ 5,707
BID-00546 Each Fire Hydrant-Install 2.0 $3,000.0 $ 6,000
BID-00554 Each Meter Box-Class C-Install 25.0 $150.0 $ 3,750
BID-00568 Tons Pipe Fittings-<Than 16 Inch DI Pipe-Install 1.81 $3,000.0 $ 5,496
BID-00572 Feet Pi a-Casin -16 Inch-Casing Pipe Bore/Jack w/Pressure Grout-Install 257.0 $300.0 $ 77,100
BID-00616 Feet Pipe-Pressure-6 Inch-Install 30.0 $60.0 $ 1,800
BID-00618 Feet Pipe-Pressure-8 Inch-Install 5,870.0 $75.0 $ 440,250
BID-00695 Each Pipe-Tapping Sleeve&8 Inch G.V:10 Inch X 8 Inch-Install _ 3.0 $2,500.0 $ 7,500
BID-00713 Each Valve-1 Inch-Air&Vacuum Release-Install 25.0 $2,500.0 $ 62,500
BID-00745 Each Valve-6 Inch-Gate-wNalve Box-Install 2.0 $800.0 $ 1,600
BID-00749 Each Valve-8lnch-Gate-w/Valve Box-Install 10.01 $1,000.0 $ 10,000
BID-00758 Linear Feet Water Service-1 Inch-Install 375.01 $15.0 $ 5,625
BID-00761 Linear Feet Water Service-1 Inch-Other Than Open Cut-Install 25.0 $350.0 $ 8,750
BID-x)o= Lump Sum Sanitary Sewer Meter Station and appurtunances 1.0 $90,000.0 $ 90,000
SUBTOTAL $ 829,385
20%CONTINGENCY1 $ 165,877
TOTAL $ 995,262
P:44495\60012143-WoodvaleSS\Project\10Project Admin\12Contract\Supplemental#l\Supplemental#1_Revised\July2008\SA1-0PC.xls
4 SEWER
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CITY OF FORT WORTH,TEXAS
+ DEPARTMENT OF ENGINEERING
WOODVALE SANITARY SEWER
&WATER IMPROVEMENTS
EXHIBIT 1
TO I AECOM
Nwril0■i!t TEW■Slfi
WffXTtVAl=lCW
ERL INE PWFN I 2421t♦ w A,S� -009
WATERLINE AN— TO n■>a.l F^ 60012143
aO^ TCB SMr■3.■ TCB fA22r
K
7.
Proposal for additional services on Woodvale Sanitary Sewer and Waterline
Improvements by
Gorrondona & Associates, Inc.
Page 1 of 2
Natarajan, Navin
From: Truett Wilson[wson c@ga-inc.net]
I
Sent: Thursday, March 20,2008 5:08 PM
To: Natarajan, Navin
Cc: Abbe,Matthew
Subject: RE:WOODVALLE SS
Navin,
We can do the extra 1,100 Ln.Ft.for$3.00 a foot or$3,300.00. If you need a more formal proposal let me
know and I will send one over tomorrow.
Thanks!
Truett Wilson
Survey Manager
Gorrondona &Associates, Inc.
6707 Brentwood Stair Road
Suite 50
Fort Worth,Texas 76112
817.496.1424 (p)
817.496.1768 if)
From: Natarajan, Navin [mailto:Navin.Natarajan@tcb.aecom.com]
Sent:Thursday, March 20,2008 4:27 PM
To:Truett Wilson
Cc:Abbe, Matthew;Jaecques,Anthony
Subject: RE: WOODVALLE SS
Truett,
As per our discussion over the phone, I'm sending you the limits of additional survey we are requesting for the
subject project. Please let us know how much it's going to cost to perform this task.Call us at 817.698.6700 if you
have any questions.
Thanks
Navin
Navin Nitish Natarajan,P.E.
Project Engineer
TCB
1200 Summit Avenue, Suite 600
Fort Worth,Texas 76102
T 817.698.6780 F 817.698.6701
E navin.natarajan c@tcb.aecom.com
The information contained in this transmission is a confidential communication intended for the use of the individual or entity named above. If
the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of this
communication is strictly prohibited.
From:Truett Wilson [ma!Ito:wson@ga-inc.net]
Sent: Tuesday, November 06, 2007 1:28 PM
To: Natarajan, Navin
Subject: WOODVALLE SS PROPOSAL
7/28/2008
Page 2 of 2
Navin,
Here is the proposal Brad sent Bryan back in January of 2006.
Truett Wilson
Survey Manager
Gorrondona & Associates, Inc.
6707 Brentwood Stair Road
Suite 50
Fort Worth,Texas 76112
817.496.1424(p)
817.496.1768 if)
7/28/2008
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Page 1 of 1
Natarajan, Navin
From: Curtis Smith [csmith@ga-inc.net]
Sent: Tuesday,June 17,2008 8:37 AM
To: Natarajan, Navin
Cc: Brad Gorrondona;Jon Cooper
Subject:Woodvale Project(Extra Topo Price Quote)
Navin,
The extra topo requested per your sketch,e-mailed to Jon Cooper on 6-16-08,will be priced at$4.50 per LF,
so the breakdown by task is as follows.
Area 1550 LF(road)=$2,475
Area 2 250 LF(creek crossing)=$1,125
Area 3 640 LF(road)=$2,880
Total=$6480
If you have any questions feel free to contact me.
Thanks
Curtis Smith, R.P.L.S.
Gorrondona &Assoc., Inc.
Voice:817-496-1424
Fax: 817-496-1768
esmith@ga-inc.net
7/28/2008
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8.
Proposal for additional services on Woodvale Sanitary Sewer and Waterline
Improvements by
Mas-Tek Engineering & Associates, Inc.
i
OF-
t'
July 17, 2008 MAs TEK Engineering
& Associates, Inc.
Mr. Navin Nitish Natarajan, P.E.
Turner, Collie & Braden, Inc.
1200 Summit Avenue, Suite 600 I
Fort Worth, Texas 76102
Phone:(817) 698-6780
Fax: (817) 698-6701
Email: navin.nataraian(&-tcb.aecom.com
i
Re: Proposal for Geotechnical Investigation
Proposed Meter Station
Woodvale Sanitary Sewer&Water Improvements
Mas-Tek Proposal No: P08-0701 E
Dear Mr. Natarajan:
t
Mas-Tek Engineering & Associates (Mas-Tek) is pleased to submit this proposal for a
geotechnical engineering investigation for the project referenced above.
PROJECT DESCRIPTION
The project site is located within Malaga Park which is located adjacent to and north of Malaga
Drive in Lake Worth, Texas. The project consists of a proposed meter station. The meter station
will consist of a 4 foot by 8 foot concrete meter vault. The bottom of the meter vault will be at a
depth of 10 feet below grade.
SCOPE OF WORK
The geotechnical investigation performed for the referenced project will consist of field and
laboratory investigations, engineering analysis, and a report prepared by a Registered
Professional Engineer.
i
i
Field Investigation
The field investigation will consist of drilling one (1) test boring in the vicinity of the proposed
structure. The test boring will be drilled to depths of 30 feet below the existing ground surface or
until 5 feet of unweathered rock is encountered,whichever is shallower.
1
Geotechnical Consulting & Materials Testing
3228 Halifax,Suite B Dallas,Texas 75247 972 709-7384 f
i
E
Turner, Collie &Braden, Inc.
Proposed Meter Station I
fe
Woodvale Sanitary Sewer& Water Improvements
Lake Worth, Texas MAs TEK Engineering
Mas-Tek Proposal No: P08-0701 E &Associates,Inc.
July 17, 2008
Page 2
Subsurface soil samples will be secured with thin walled tube and/or split spoon samples
depending on soil type and consistency. Rock encountered in the borings will be evaluated
using the Texas Department of Transportation Penetrometer (TxDOT Cone). All samples will be
properly logged, packaged, sealed, and placed in a core box for transportation to the laboratory.
Mas-Tek Engineering assumes that the client has the right-of-entry to the property and that the
boring locations will be accessible to our conventional truck mounted drilling equipment during
normal working hours. Should unusual soil conditions be encountered, we will call you with a
recommendation and cost estimate to explore these unusual conditions.
Mas-Tek Engineering will contact Dig Tess and the City of Lake Worth Water Utilities to have
them locate underground utilities. However, Mas-Tek Engineering is not responsible for damage
to underground utilities that are not identified prior to drilling.
Laboratory Investigation
Laboratory tests will be conducted to classify the soil and to evaluate the volume change
potential and strength of the soil present at the site. Soil classification tests will typically consist
of Atterberg limits (plasticity index), percent passing #200 sieve, moisture content, and dry unit
weight. The volume change potential of the soils will be evaluated by swell tests. The strength of
the soil will be estimated using hand penetrometer test and unconfined compressive strength
testing.
Engineering Analyses
Results of field and laboratory work will be presented in an engineering repert. The report will
include our recommendations to guide design and construction of the foundation and will
include the following:
1. Plan of borings, boring logs, water level observations, and laboratory test results.
2. Foundation recommendations for the proposed meter station.
3. Comments on the presence and effect of expansive soils on slab-on-grade construction will
be provided. Alternative methods of reducing any anticipated shrink/swell movements
associated with expansive clays will be included for slab-on-grade construction, if required.
4. Recommendations for site grading and compaction of earthwork will be presented.
GEOTECHNICAL FEES
Based on the proposed scope of work, we will provide the geotechnical investigation for this
project for a lump sum fee of$3,850.00.
Turner, Collie &Braden, Inc.
Proposed Meter Station
Woodvale Sanitary Sewer& Water Improvements
Lake Worth, Texas Mas-Tec Engineering
Mas-Tek Proposal No: P08-0701 E &Associates,Inc.
July 17, 2008
Page 3
TERMS AND CONDITIONS
If this proposal meets with your approval, please sign below to authorize Mas-Tek Engineering
to perform the work. We look forward to working with you on this project. Please contact us after
reviewing our proposal if you have any questions.
Sincerely,
MAS-TEK ENGINEERING &ASSOCIATES, INC.
hael D..Ra , nd; kE,
Project Engineer
ACCEPTED BY:
Name Date
Title
9.
Proposal for additional services on Woodvale Sanitary Sewer and Waterline
Improvements by
Blackstone Engineering PLLC
Scope of Work - Blackstone Engineering PLLC
For Woodvale Sanitary Sewer Project
1. Design Phase Services-
a. Preliminary Investigation-Subconsultant(Blackstone Engineering PLLC) will
coordinate with the TCB's Project Manager/City of Fort Worth(as necessary),and
franchise utilities to obtain as-built plans and record documents for utilities and
streets,plats,right-of-way maps,existing easement information,contour maps,and
other features within and pertaining to the Project. Subconsultant will perform one
site visit to view the meter vault location and the pipeline route.
b. Preparation of Preliminary Design-Subconsultant will perform the following
tasks to prepare the preliminary design of the Project':
i. Prepare plans for construction of approximately 750 linear feet of low
pressure sewer line for the Woodvale Sanitary Sewer Improvements project,
for inclusion with TCB's pipeline design plans. Plans for one below ground
meter vault will be prepared,including mechanical,structural,electrical and
instrumentation drawings.
TCB will provide all drafting for civil,mechanical work for pipeline and
valve vault plans. Electrical and structural plans will be prepared by
consultants to Blackstone Engineering PLLC.
ii. Establish plans,profiles,cross-sections and details of the low pressure sewer
system.
iii. Submit four sets of schematic level design(30%complete)to the TCB,for
review.All preliminary sets of plans will be submitted in electronic(pdf)of
half-size(11x17).
iv. Meet with the TCB/City to discuss design comments. Incorporate
comments into the schematic level design;
V. Continue with design phase to 60% completion.
vi. Submit four sets of plans to TCB/City for review. Meet with TCB/City to
discuss comments.
C. Preparation of Final Design-Subconsultant will perform the following tasks to
progress the preliminary design of the Project to the final design level:
i. Revise the preliminary(60% complete)drawings by incorporating comments
from TCB/City
ii. Finalize the drawings for the valve vaults and sanitary sewer line;
Hi. Incorporate standard details into the drawing set and prepare additional
details as required:
iv. Prepare specifications for meter vault installation.
V. Meet with the TCB/City to discuss the final drawings(100%complete)and
associated quantity"takeoff'estimates.
2. Bid Phase Services-
a. Preparation of Opinion of Probable Construction Costs-Subconsultant will
prepare a final opinion of probable construction cost using the quantities defined by
the final design.
b. Assistance in Bid Advertisement Process-Subconsultant will assist TCB/City in
advertising for bids. Assistance does not include a requirement for the Engineer to
(1)
Scope of Work- Blackstone Engineering PLLC
For Woodvale Sanitary Sewer Project
pay for the advertisement. The City will pay for the advertisement Attend and
participate in a pre-bid conference. Prepare addenda,as required.
3. ITEMS NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES.
TCB and Blackstone Engineering PLLC agree that the following services are beyond the
Scope of Services described in the tasks above. However,Blackstone Engineering PLLC
may be requested in writing by the TCB,to perform additional services if needed. Any
additional amounts paid to the Subconsultant resulting from any material change to the
Scope of the Project shall be agreed upon in writing by both parties before the services are
performed.
The Additional Services may include any one or combination of the following:
1. Prepare specifications and other pertinent contract documents for the project
2. Review of shop drawings,submittals,field visits or any construction phase services.
3. Review of contractors pay request.
4. Computer modeling of water systems including Hydraulics and Hydrology
modeling
5. Platting or Boundary or Field Survey
6. Environmental assessment or remediation,USACOE 404 Individual,Regional
Permits or Mitigation Plans
7. Archeological excavations or analysis of any kind
8. Fees and permits.
9. Bid Advertising services requested by the City in writing that exceed the amounts
specified in the Project Budget
10. Traffic engineering reports and/or studies requested by the City in writing that
exceed the amounts specified in the Project Budget
11. Floodplain studies or reclamation plans
12. Construction Administration Services requested by the City in writing that exceed
the amounts specified in the Project Budget
13. Trench Safety design
14. Retaining Walls
15. Quality control and testing services during construction,except that described in
Special Services.
16. On-site safety precautions,programs,and responsibility
17. Television inspection and metering services
18. Tree Mitigation Plan or permit
19. Right-of-Way,land purchase or easement acquisition or condemnation hearings
20. Aerial Crossings
21. Assistance with Zoning changes for property
22. Public Hearing
23. Geotechnical Services
24. Detailed control schematics,antenna selection/placement,point to point wiring of
telemetry or SCADA systems.
25. Energy and/or economic analysis of alternative equipment or systems.
26. Revisions to previously approved plans and/or specifications.
(2)
BLAGKSTONE
ENGINEERING?LLC
TCB /AECOM Woodvale Sanitary Sewer Improvements -City of Fort Worth
Proposed Fee
Sub- Sub Total
Scope of Services Labor Consultant Mark-up Expenses
1 Pipeline Design $8,500 $200 $8,700
2 Meter Vault Design
Civil and Mechanical $3,200 $150 $3,350
Structural $300 $2,500 $250 $250 $3,300
Electrical and Instrumentatin Design $300 $5,500 $550 $250 $6,600
Total $12,300 $8,000 $800 $850 $21,950
M&C Request Review Page 1 of 2
F_ORTWOi
CFWnet City of Fort Worth Employee Intranet 12/8/2008 +�
Staff Action Tracking Council Agenda M&C Employee Directory ACToday Employee Classifieds PRS IT Online Departments
Print M&
COUNCIL ACTION: Approved on 12/2/2008
DATE: 12/2/2008 REFERENCE NO.: **C-23201 LOG NAME: 60WOODVALE AMD1
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Amendment No. 1 in the Amount of$96,008.00 to City Secretary Contract No.
33509 with TCB, Inc., for the Woodvale Sanitary Sewer and Water Extension Project
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute Amendment No. 1 in the
amount of$96,008.00 to City Secretary Contract No. 33509 with TCB, Inc., for the Woodvale Sanitary
Sewer and Water Extension Project thereby increasing the contract amount to $203,738.00.
DISCUSSION:
On May 2, 2006, (M&C C-21427) the City Council authorized the City Manager to execute an
engineering agreement with TCB, Inc., in the amount of$107,730.00 to prepare plans and
specifications for the Woodvale Sanitary Sewer and Water Extension Project. This agreement included
the design of a low-pressure sanitary sewer system to bring sanitary sewer service to 110 residents on
Woodvale, Malaga, Kay Lea Dawn Court, Vinca Circle, Lon Morris Court, and Vdali Court at Lake
Worth. Currently, property owners must rely on privately owned on-site septic systems for their sewer
service. The project involves the installation of approximately 9,400 linear feet of HDPE low-pressure
sewer line with service lines from the intersection of Malaga and Cahoba near Mosque Point Park on
the west end to the Town of Lake Worth lift station at Marina Drive on the east end.
During discussions with the Town of Lake Worth on the connection to their lift station, they indicated a
desire to have a sewer deduct meter installed. They also wanted to cease providing water service to
Fort Worth residents in the Boy Scout Camp, Lon Morris Court, East Malaga and Vdali Court area. The
Town of Lake Worth currently provides these 22 homes and the camp with water service through a
series of one and two inch water lines that do not meet current Fort Worth standards for fire protection.
Amendment No. 1 will provide the preparation of plans and specs for approximately 5,870 linear feet of
eight inch waterline improvements, modification of the sanitary sewer bid documents to include the
sewer meter station, waterline improvements, plans for water and sewer borings at Comanche Creek
and a sewer manhole replacement prior to the connection to the Lake Worth system.
TCB, Inc., proposes to provide these services for an additional lump sum fee of$96,008.00 to the
original contract amount. City staff considers this fee to be fair and reasonable for the services
proposed.
TCB, Inc., is in compliance with the City's M/WBE Ordinance by committing to an additional 30 percent
M/WBE participation on this Amendment No. 1. The City's goal on this amendment is 20 percent.
This project is located in COUNCIL DISTRICT 7, Mapsco 45Y and 45Z.
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=10342&councildate=12/2/2008 12/08/2008
M&C Request Review Page 2 of 2
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Water and Sewer Capital Projects Funds.
TO Fund/Account/Centers FROM Fund/AccounVC enters
P274 531200 707130039130 $43,590.00
P264 531200 607140039130 $52,418.00
Submitted for City Manager's Office by: Fernando Costa (8476)
Originating Department Head: S. Frank Crumb (8207)
Additional Information Contact: Paul Bounds (8567)
ATTACHMENTS
Woodvale water&sewer map.pdf
http://apps.cfwnet.org/council_packet/mc review.asp?ID=10342&councildate=12/2/2008 12/08/2008