HomeMy WebLinkAboutContract 43131-A1 AMENDMENT No. 1 CoNmalva"
TO CITY SECRETARY CONTRACT No. 43131
WHEREAS, the C ty of Fort Worth (CITY) and Freese & lVichols', Inc. ,,
(ENGINEER) made and entered into City Secretary Contract o 43131, (the
CONTRACT), which was authorized by M&C on the 6"h day of March, 2012 in the amount of $ 193, 185 . 00; and
WHEREAS, the CONTRACT involves engineering services for the
following project.
Stream SC-2 Open Channel S't S S 33 and
WHEREAS,, it has become n c ss,ary to execute Amendment No. 1 to the
CONTRACT to 'include an increaseq. scope of work and rep iseq. fee
NOW THEREFORE,, CITY and ENGINEER, acting herein by and through their
duly authorized representatives, enter into the following agreement,
which amends the CONTRACT:
Article 1 of the CONTRACT s emended to -'Include the additional
engineering services specified ire a proposal. dated November 8, 2012, a
copy of which is attached hereto and "incorporated herein. The cost to
City for the additional design services to be performed by Engineer
totals $193, 984. 00.
2 .
Article II of the CONTRACT s amended to provide for an increase in.
the tee to be paid to Engineer 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 be an amount of $387,169. 00I.
3 .
All other provisions of the Contract,, which are not expressly
amended herein,,, shall remain in full force and effect .
EXECUTED and EFFECTIVE as or the date last written by a signatory,,
below.
City of Fort Worth
Professional Services Agreement Amendment Templ t OFFICIAL
PM01 Official Release 8/1/2012 Clory SWRETARY
Page 1 of 2 RECEIVED JR. 311113 Fre WOR'rl'I 1:X
APPROVED
City Fort Worth Freese and -1chols, Inc.
Fe ando Costa
Assistant City Manager Prin cipa1
DATE 7. 13011-s .
APPROVAL COMMENDED
Doug Wiersi
APPROVED AS, TO FORM AND LEGALITY M& '
Date
0o"
. .
Assistant City Attorney
OF
ATTEST.
C7
0 Icy
y J. Kayser
'ri i_17 r A!$
d
OFFICIAL ECOR
City o Fort W rth
Professional Services Agreement Amendment Template CITY SECRETARY
PMO Official Release 8/1/2012 a WORTH,TX
Page 2 of 2
ATTACHMENT A
TO
AMENDMENT#1 FOR ENGINEERING SERVICES
BETWEEN
THE CITY OF FORT WORTH AND FREESE AND NICHOLS,INC.
FOR
1"HE STREAM MSC-2 OPEN CHANNEL STUDY SWS-033)
Per the City"s request,tie scope of work shall be extended to include Stream MSC-] and the Linda Vista
Estates.Exhibit I shows the overall location of the extended study area. Specific sections of the scope
additions are discussed below.
Camp Bowlie System Analysis:
The goal of this study is to provide an accurate estimate of the capacity of the Camp Bowie System to
understand any deficiencies.A more thorough understanding,of the problems will lead to better
alternative solutions for the area. The scope items are listed below:
• Delineate basins in Chapel Ridge Addition Phase I and 11 to Camp Bowie based on LIDAR data
and engineering design plans.
• Perform peak- discharge calculations of the delineated basins using he Rational Method
• Preform HG L calculations using Fort Worth's standard HGL spreadsheet for the Camp Bowie
storm sewer(Mainline) from the outfall, into Marys Creek to the end of the mainline
(approximately 2,800 ft). Calculations shall, be based on surveyed flowlines where accessible and
on engineering plans.
• Calculate the amount Of Surcharge in the Camp Bowie system' through each of the four inlets
servicing the downstream, ends of the Chapel Ridge Additions.
• Analyze inlets using,iSWM inlet capacity spreadsheet for inlets associated with the Chapel Ridge
Addition to determine amount of carryover flow not entering the underground system.,
• Make adjustments to the RMS model for Stream CSC-2 to account for additional water spilling
over Camp Bowie.
Detailed discussion in report.
QA/QC of analysis
Deliverables—
o
ion-detailed delineation of contributing areas north of Camp Bowie (Attributed
s,hapefile)
o HGL spreadsheet analysis of Camp Bowie storm sewer system
o Inlet spreadsheet analysis of Chapel Ridge Addition storm sewer inlets
o Amount of water estimated to spill over Camp Bowie
o
Total amount of water contributing to Stream MSC-2 watershed(Report)
o Signed digital and hard copies of the QA/QC checklists
............
MSC-2A Watershe(L.
The goal of this study is to determine the drainage issues associated with the area north of Camp Bowie
along t
his stream. Upon determinnigg those issues, a,flood mitigation alternative will be investigated. The
scope items are listed below.-
Us,ing the Rational Method,calculate the peak discharges at every crossing south of All Saint's
Episcopal School.CASES)to Camp Bowie. Flow out of the detention basin located at the southern
end of the All Saint's Episcopal School will be taken from design plans. FNI assumes that the
City will provide those plans or they will be provided by AS,ES.
Data Collection of additional study area,.-
o Site visit
o Engineering plans,collection
o FEMA model collection
o, LOMR.collection
o Repetitive loss data collection
• Resident complaint database collection
• High water mark records
• Previous H&H reports
• Digital photos
• Draft Report—75% Submittal
• Perform one proposed fl ood mitigation alternative analysis (underground pipe system-trunk line
)
for,area along Stream MSC-2A from Carrip Bowie to the headwaters,near IH-30.
• Draft Report—90%Submittal
• Final Report— 100% Submittal
Q of additional study area
Defi very bles—
• Summary of data collection efforts and,methodologies including a list of data collected
and sources and locations of reported Iflooding"hot spots" within the immediate study
area
• Summary or'Field. Reconnaissance efforts including labeled digital photos and locations,
of special physical characteristics relevant to modeling and number and locations,of
crossings
• Summary of results and comparison with effective model resutts,(Report)
• Signed digital and hard copies of the QA QC checklists
2
Stream MSC-1 Watershed:
I i
The goal of this study s to investigate alternative solutions to the known drainage problems along this
stream. The scope items are listed below-
Data Collection of additional study area:
• Site visit
• Engineering plans collection
• FENIA model collection
• LOMR collection
• Repetitive loss data collection
• Resident complaint database collection
• High water mark records
• Previous H&H reports
• Digital photos
• Draft Report—75%Submittal
• Perform one proposed flood mitigation alternative analysis (natural stream restoration with more
conveyance and culvert upsizing/'cul-de-sac preference for select streets)for area along,Stream
MSC-1 from Camp Bowie to the private school developi-rent. Stream restoration wilil, be a
desktop analysis using the best available data to evaluate stable channel dimensions and potential
channel change. An assessment of feasible natural channel design techniques will be completed.
An underground pipe system (trunkline),will also be investigated for the small tributary on the
east side of Stream MSC-1.
• Draft Report—90%Submittal
• Final Report— 100%,Submittal
• Q�AQC of additional study area
• Defi very tiles—
• Summary of data collection efforts,and methodologies including a list of data,collected
and sources and locations of reported Ilooding"'hot spots" within the immediate study
area
• Surnmary of Field Reconnaissance efforts including labeled digital photos and locations
of special physical characteristics relevant to modeling and number and locations of
crossings
• Summary of results and comparison with effective model results (Report)
• Signed digital and hard copies of the QA/QC checklists
3
s@
Neighborhood Street Drainage System Analysi .
This, area of Fort, Worth has historically experienced drainage issues and the goal of this study is to
conceptually,determine sorne solutions. The scope items are listed below:
Perform analysis of roadway drainage within the boundaries of Alameda Street, Lore
Avenue,Camp Bowie West and Santa Clara Drive.
a, Perform field Survey of top of road as indicated in Exhibit 2,.
* Pet-form field survey of adjacent bar ditch drainage structures and/or curb elevations
* Compute Ston-nwater flows in streets using Rational Method Calculation.
* Determine Compliance with City of Fort Worth Design Criteria.
• Draft Report—75% Submittal
* Recommend one concept level, improvement alternative for each roadway not in
compliance with City of Fort Worth Criteria.
* Prepare Opinion of Probable Construction Cost for the recommended improvement.
o Prepare graphic exhibits,depicting the concept-level trnprovement.
• Draft Report—90%Submittal
• Final Deport— 100% Submittal
• QA/QC of additional study area
• Delivera,bles—
•
Survey of all street sections within the StUdy area and associated bar ditches where
applicable in StatePlane 4202 (North Central Texas) and NAVD 88. (GIS shapefile and
AutoCAD 3D file)
• Summary of data collection efforts and methodologies, including a list of data collected
and sources and locations, of reported flooding "hot spots" within the immediate study
area.
• Summary of Field Reconnaissance efforts including labeled digital photos and locations
of special physical characteristics relevant to modeling and number and locations of
crossings.
o Summary of results and recommended impro�vements.
o Signed digital and hard copies of the QA/QC checklists.
4
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EXHIBIT 4 -311
(SUPPLEMENT TO ATTACHMENT B)
,STREAM MSC-2 OPEN, CHANNEL STUDY
S-033 AMENDMENT
PROFESSIONAL SERVICES FEE SUMMARY
Task Description Fee
CaTp Bowie §ystlem Analysis $1:0046
2 CSC-2A Watershed Stud_y $49,133
3 Stream MSC a rsh d Stuff $77,141
4 Neighborhood Street C rani a e System Aral sis $521664
Total Proposed Fey 9,3198
EXHIBIT",B-3®"
Page 1 of 1
EXHIBIT "B=3A"
(SUPPLEMENT TO ATTACHMENT B)
STREAM MSC-2 OPEN CHANNEL STUDY
SWS-0133 AMENDMENT #1
SUMMARY OF TOTAL PROJECT FEES
Consulting Firm Prime Responsibility Amount Percent
PRIIVIE ENGINEER:
Freese and Nichols, Inc. Engineering and Project Mgm�t. $179,95:9 92.8%
SUB ENGINEER:
Spooner and.
Associates, Inc. Surveying $14,025 7.2%
-----...................
'Total for Professional Services $193Y984 1 00%,
SUB ENGINEER. shall participate in performing, portions of the fell wing Tasks:
Project Description See e of Services Tot,a I Fee SBE Fee Percent
Neighborhood
Drainage Analysis Surveying $193,984 $141025 7.2%
N on-SBE.Partici patio n Scope of Services, Total Fee Non-MWBE Fee Percent,
None
EXHIIBIT s -3AP1
Page 1 of 1
DOE PROJECT BID NUMBER",
F(.,)R T Wo Rpl"11 (Please check-one)
Sffak33
W�
Minority/Women Business Enterprise Office
LETTER OF INTENT TO PERFORM AS A SBE SUBCONTRACTOMUBCONSULTANT
[NOTE: Pursuant to the City of Fort Wodh Business Diversity Enterprise Ordinance,SBE firms participating under the Ordinance must be certified
prior to recommendation of award'in order to be counted towards subcontracting participation. A Business Enterprise(S BE)is defined as a
business concern located in the marketplace that mMs the Unites States Small Business Administration definition of a small business as
oudirted in,the code cif Federal Regulation 13 CFR 1211., Firms certified as a Disadvantaged Business Enterprise(081E)also meet small
business,enterprise requirements.]
11. Name of Project MSC-11 MSC-2 and M,S_iC2A Drai,n e Study
2. Name of Offerod'Prime contractor Freese and Nichols, Inc.
A
31. The unders' ned is prepared to perform the following described work anclJor supply the material:listed in connection with the
9�
above project(where applicable specify""supply"or"instali"or both):
Amlwhic channiel survey glong street ROWs for Co FW project. Survey to F A standards to' e
in-line wlit � t for,the-kr2i it pireviousiv collected. at the price of S
Spp2ner&Ass.miates, Inc. 50-Z 5- 3
(Name of SSE Fim) (Date)
_90
P40A/60Z
Circleonet ner utfiorizedA ent of SSE,firm)Type or Print Name (S#ignature o1dd;j*'oferor Authorized Agent of$BE f irrin)
e,QPo*Ae 11,11, e'*1(1I;44Z60#194014V411S 0 0 0 AA6 - 0040 40155"0,5010
Lbitings provideh by the MWBE Office) (Office and Fax Numbers)
(E mall Address tioapple' or List
AFFIDAVIT OF Offeror/Pdme CONTRACTOR
I HIEREBY DECLARE AND AFFIRM that 1, Kelly Qjits d am,the duly authorized representative of
Cirele one(Owrw/Authorized Agent)
Freese and that I have personally reviewed the material and
Name of Prime Contractor
facts set foirth in M Letter of Intent to Perform, To the best of my knowledge, information and belief,the facts in this form are true, and no
material facts have been omitted.
Pursuant to the City of Fort Worth Business Diversity Ente e,Ordinance, any person [entity)who makes a false or fraudulent
rprs
statement in connection with participation of a SBE in any City of Fort Worth contract may be referred for debarment procedures
under ft City of Fort Worth Business Diversity Enterprise Ordinance.
I do soleni swear or affirm that the signatures contained herein and the information provided by the Prime Contractor are true
and co(rei and that I am authorized on'behalf of the Prime Contractor to make the affidavit.
Freesie and Nighols, Inc.
Kei�f Dillard
Ciro On (Ownert hotized Ag, ype or Print Name (Name Prime Cot radar-Print or Type)
La a Idpo
Lert,,Ih �6d A, Of
(Date)
(Signatul("I.- Wrier or Auwthorized JAgent)
QJ,71Z35,J= Q1 7.MJ491
(01111ce Number), (Fox Numboo
6/1/2012
SPOONER& Spooner and Associates,Inc
Registered Professional Land Surveyors
AW-%SOCIATES 309 Byers Street#100
REGISTERED PROFESSIONAL LAND SUAVEYOAS Euless,TX 76039
Tel 817 281 2355 Fax 817 685 8508
Thomas Caffarel,PE,C Date,ow Proposal:5-23-13
Freese&Nichols,I'nc,-DIAL Version,4
117011 North Market Street,S-50�O
Dallas,Texas 75202 MSC-2A&M,SC-1 NEIGHBORHOOD STREET DRAINAGE-(Survey Proposal)
Mr.Caffarel
Spooner and Associates,Inc,(S&A)wil,l provide topographic surveying services in Fort Worth,Texas,The scope of work,of the land
surveyor shall be to supply all supervision,technical labor,equipment,services,tools,consumables,insurance,and pay any applicable
sales/use taxes,and all other things required to perform land'surveying in accordance with technical requirements specified in this
Estimate.
1.0 Locations,of topographic survey and limits
Areas to be surveyed are Engineer defined cross sections-as shown on the attached map exhibit.
2.0 Scope of Services
Topographic Mapping Services
Survey cross sections along the above described site.Items to be detailed on each cross section including the following-
We will locate vertically and horizontally existing features at engineer-defined cross sections as shown on the map,
Topographic data to be collected at each section and/or project area include,:
• Roadside drainage -edge of pavement, curb (if applicable),, lane centerline, top of road, adjacent bar ditch geometry
ardor structures
• All culverts,infers,junction boxes,and outfalls located it)this project area will be detailed on the survey,
We will use the survey codes and format outlined in the said FE MA Guidelines and Specifications for Flood Hazard Mapping
Partners Appendix N:Data Capture Guidelines for survey text files, The text files will include point number,northing,easting,
elevation,and description. We will submit the survey data as separate text files per section.(NO EXTRA CHARGE)
Data collection methods and deliverables will also specifically follow the Standard Sco pe of Work for Field�A ve s,outlined in the
contract between the City of Fort Worth and Freese and Nichols,Inc,
0 Structure Surveys(Driveway Culverts):Culverts will include size,material,tip and down stream flow of pipe and to of drive at
center of structure,
3.0 Methods and Accuracy
Land,surveying,will,be conducted in order to determine the horizontal and vertical,(X )location of all pertinent locations and eleivatilon�s. The
horizontal survey,coordinates shall be reported in the NAD83,Texas Forth Central Zone 4202,State Plane Coordinate System with an
accuracy of+/_0,01 feet and the vertical survey coordinates shall be reported in the NAVD881 system with an accuracy of+/-0.01 feet, All
project control will be established using Static GPS,Methods and results from the NG�S OPUS system:,,All cross section data will be collected
using RTK GPS and Robotic Total Station methods.City of Fort Worth Benchmarks will be identified on the survey with check results visible
on the deliverable,
4.0 Deliverables
Standard Cross Section Survey Oeliverables
• A,utoCAL)2011 format 3D CAD Re,
• XML&► SCii file of all shots collected in the field
5.0 Work Schedule
Cross Section Survey:The start for surveyor field activities is unknown.The surveyor will have the services hereon described completed in
15 business days.
6.0 Project Assumptions
Cross Section Survey Assumptions
• This estimate does not include,the workup of property,easement or right-of-way lines.Ownership will not be shown on the survey.
• This estimate does not include the workup of field sketches and does not include photographs of"each section.
• This estimate does not include contours, TIN or any other surface deliverables.
This estimate does not include topographic mapping of any features outside of each cross section or culvert.
The length of each cross section is defined on the attached map and will be provided to the surveyor irl S formal prior to field
activities.
Inlets,culverts,junction boxes and other drainage facilities included in the the project area do not necessarily include a full section
at each structure. full detail will be collected for the structure,including picture of the structure and picture inside the structure if
accessible and invert of structure.
Invoicing assumption
0 The project will be invoiced at a unit costs biased on the amount of sections and structures surveyed,
7.0 Pricing Schedule
Cross Section Survey(85 sections @$165 per section) as defined in section 2,,0&4•0) $14,025
Structure Surveys are included in the above price.
Please do not hesitate to call me should you require any additional information.
Spooner and Associates,I n,c
Eric Spooner,RPLS 01-0%mov
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M&C Review Page 1 of 2
Official site of he, City off.Fort Worth,Texalis
CITY AGENDA
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COUNCIL ACTION: Approved on 7'/9/2013
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DATE, 7/9/201 3 REFERENCE ,Hl�Ai`;�(o d 7��aa,,�.Y.�.�n�i Nr�,u.a,;J�7✓UrCalwaa�,r.r.,.w kl k,�
'�4*C-26'3,23 LOG NAME: 2 SWMI 2AM
CODE. C TA"P"E. CONSENT P" IBLIC NO
HEARING.:
SUBJECT$, Authorize Execution of Amendment No. 1 in the rn uint of$11913,,984.100 to an Engineering
Agreement with Freese and Nichols, Inc., for Open Channel Study of a Tributary of Mary's
Creep Known as Stream IVIISC 2, Thereby Revising the Total Contract Cost to $387,169.100
(COUNCIL DISTRICTS 3 and 7
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RECOMMENDATION:
It is, recommended that the City Council authorize the execution of Amiendment Ike. 1 in the amount
of$1 913,984.00, to an engineering Agreement with Freese and Nichols, Inc., for the Open Channel
Study of a tributary of Mary's Creep know n as Stream MSC-2, thereby revising the total contract cost
to $387,1691.00.,
DISCUSSION:
In the course of the fleodplain assessment of thi e MSC-2 tributary to Mary's Creep in West Fort Worth,
it was found that additional evaluation was required to, accurately determine the fleedplain of the
MSC-2 creek. Also, two additional tributaries need to he added to the study area in order to
determine mitigation strategies to prevent flooding in the area.
Freese and Nichols,, Inc., proposes to perform this study for a not-to-exceed fee of $193,984.,0!0. The
cast was determined to, he reasonable based on the length of studied stream segments and size of
watershed area. The original inal stud and this arnendrnent will be funded through the St rmwat�er Uti'l�ity
Fund.
Mi I E Office: Freese and Nichols, Inc., is in compliance with the City's M BE Ordinance by
commnitting to an additional seven percent M FEE partiicipatieln on this Amendment No. 1. The City's
goal on this, amendment is seven percent.
This project is located in COUNCIL. DISTRICTS 3 and 7.
FISCAL lI' F RMATI I /CE T'I F'ICATION” l,:
The Financial Management Services Director r certifies that funds are available in the,current operating
budget,, as appropriated, of the Ster wwater Utility Fund,
TO Fund/Acc nt/Cer fiery FROM Fund/Account/Centers
F E69 531 200 0209202 $193,984.00
Submitted for City Ma a er's Office Fernando Costa 6122
vii i rratir
Department Mead. Douglas W. Wiersig (x`801)
Additionall Information Con act Ran an S. Muttiah (7911
http;//apps. fwnet,org/c uneiI.,, ack 1 c_re w.as SID=f 348 u.nc11 t =x'/9/2 3 7/1 8/2013