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AMENDMENT No . 5
TO CITY SECRETARY CONTRACT
CITY 51EC�i� � a� J►�j.� fj,G�
�aN`fRA�i �IiD, r l
WHERTAS, the City of Fort Worth (CITY) and Dannenbaum
Engineering Corporation, (ENGINEER) made and entered into City
Secretary Contract No. 28006, (the CONTRACT) which was
authorized by M&C C-19172 on the 30th day of July, 2002 in the
amount of $721,899.76; and
WHEREAS, the CONTRACT was subsequently revised by:
Amendment Number 1 in the amount of $111,800.52 which was
authorized by M&C C-19936 on January 20, 2004; and Amendment
No.2 in the amount of $329,406.00 which was authorized by M&C
C-22535 on November 27, 2007; and Amendment No. 3 in the
amount of $96,825.00 which was authorized by M&C C-23578 on
June 9, 2009; and Amendment No. 4 in the amount of $60,835.00
which was authorized by M&C C-24794 on March 22, 2011.
WHEREAlS, the CONTRACT involves engineering services for
the following project:
Sanitary Sewer Main 257 and 325 Middle and Upper Village
Creek Parallel Relief Alignment Study and Design.
WHERI�AS, it has become necessary to execute Amendment
No. 5 to the CONTRACT to include an increased scope of work
and revised fee.
NOWTHEREFORE, CITY and ENGINEER, acting herein by and
through their duly authorized representatives, enter into the
following agreement, which amends the CONTRACT:
Article I of th�
additional engineering
November 14, 2016, a
incorporated herein.
design services to
$149,012.00.
1.
CONTRACT is amended to include the
services specified in a proposal dated
�opy of which is attached hereto and
he cost to City for the additional
be performed by Engineer totals
2.
Article II of the CONTRACT is amended to provide for an
increase in the fee 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 $1, 469, 778 .28 . (I - �—�--
Page -1-
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3.
All other provisions of the Contract, which are not
expressly amended herein, shall remain in full force and
effect.
EXECUTED and EFFECTIVE as of the date last written by a
signatory, below.
APPROVED:
City of Fort Worth
� �_
Jesus J. Chapa
Assistant City Manager
DATE : " � ���< '
ENGINEER
Dannenbaum Engineering Corporation,
_ � ;
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/� 1 �� / /. ,� �
Wayne G. Ahrens, .E.
Exec tive Vice-President
DATE : � v�.J C �i /
APPROVAL RECOMN�NDED:
�i� ���
Christopher Harder, P.E.
Assistant Director, Water Department
APPROVED AS TO FORM AND LEGALITY:
Douglas W. Black
Senior Assistant City Atto�,���`�'i����4n
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ATTEST: (�.` --�-_ �i�
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/ Y �,�/ % /% � �'✓ '��. ��: • .. � .'��
My�ry' J .
City Se
Page -2-
M&C: C- 28110
Date: February 14, 2017
'��FlC1�1L ii�'���` �''�
CITY �:����fi���' �
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ENGlNEER1NG
EXCELLENCE
DAI�NEIVBAUIVf Et�lGINEERIIVG CORPORATIOIV SINCE
6'i 00 WESTERN PLACE SUITE 402 FORT WORTH, TEXAS 76107 y�4�
November 14, 2016
Mr. John Kasavich, P.E.
City of Fort Worth
Water Department
1000 Throckmorton Street
Fort Worth, TX 76102
Re: Sanitary Sewer Main 257 & 325 Middle and Upper Village Creek Parallel Relief Alignment Study and
Design - Amendment No. 5(Rev 02)
DEC No. 3642-32
Dear Mr. Kasavich:
Dannenbaum Engineering Corporation, (Dannenbaum or EN6INEER) is pleased to provide the City of Fort
Worth (CITY) with Amendment No.5 forthe Sanitary Sewer Main 257 & 325 Middle and Upper Village Creek
Parallel Relief Alignment Study contract. The CITY has asked Dannenbaum to per-form additional services
under this contract for the realignment of 7075 LF of Main 325 (M-325), currently sized as a 42-inch pipe.
The limits of the realignment are from approximately Stations 38+19 to 42+58, 109+03 to 158+87 and
173+72 to 189+69 and identified in Exhibit 1-Amendment No. 5 M&C Exhibit. The realignment was
necessitated because the current alignment location/orientation across Oncor Electric Delivery and TxDOT
Rights-of-Way, and Deer Creel< Park (Fort Worth Parl<s Department) was rejected by these entities. The
additional services required for this realignment are as follows:
1) Design- The design for the limits of the realignment identified in Exhibit 1 is to be performed by
Dannenbaum Engineering Corporation (DEC). This work is classified as Basic Engineering Services
under Part 2—Main 325 ofthe contract. The scope ofservices is as described in Exhibit "A" —General
Scope of Services of the original contract and includes subconsultant management. Fee=$49,774.
2) Environmental Assessment — The environmental assessment for the limits of the realignment
identified in Exhibit 1 is to be performed by subconsultant Blanton and Associates, Inc. This worl<
is classified as Special Services under Part 1—Alignment Study of the contract. The scope of work is
described in Exhibit 2— Amendment No. 5 Subconsultant's Scope of Work. Fee=$19,900.
3) Geotechnical Investigation- The geotechnical investigation for the limits of the realignment
identified in Exhibit 1 is to be performed by subconsultant GeoTel Engineering, Inc. This worl< is
classified as Specia) Services under Part 2-Main 325 Design of the contract. The scope of work is
described in Exhibit 2. Fee=$43,189.
4) Survey—The survey worl<for the limits ofthe realignment identified in Exhibit 1 is to be performed
by subconsultant ANA Consultants, LLC. It consists of design survey for limits identified in Exhibit
3-Amendment No. 5 Design Survey Limits and easement preparation for the property parcels
identified in Exhibit 4-Amendment No. 5 Easement Parcels. This work is classified as Special
Services under Part 2-Main 325 Design of the contract. The scope of worl< is described in Exhibit 2.
Fee=$36,150.
ENGINEER will perform/manage the work described in the items above forthis Amendment in accordance
with the original Contract.
Sanitary Sewer Main 257 & 325 Middle and Upper Village Creek Parallei Relief Alignment Study and Design - Amendment No. 5
DEC No. 3642-32
Page 2 of 3
We recommend that the City increase the budget by $149,012 for these additional services. From the
additional services listed above, the recommended breakdown for Item 1) Design Services for DEC is as
follows:
Description Total
Part 1—Alignment Study - -
Part 2 —Main 325 Design $49,774 -
Work Phase 33 - $49,774
Total $49,774
These Services are presented in further detail in attached Exhibit B— Summary of Manhours and Project
Fees.
The ENGINEER will subcontract a portion of these services as described in Items 2) through 4) to the
following consultants:
M/WBE Su6consultant Service Fee % Amend No. 5
Blanton and Associates, Inc. Environmental Assessment (Part 1) $19,900 13.3%
6eoTel Engineering, Inc. Geotechnical Investigation (Part 2) $43,189 29.0%
ANA Consultants, LLC Survey (Part 2) $36,150 24.3%
Total $99,239 66.6%
Overall M/WBE Fees and % of Contract are presented in attached Exhibit B, Tab Exhibit B-3A Fee
Summary.
The following table summarizes the Fee per Worl< Phase brealcdown:
Work Phase Total
51 (Survey) $36,150
33 (Design, Enviro., Geotech.) $112,862
Toia) $149,012
These Services are presented in further detail in attached Exhibit B, Tab Exhibit B-3.
The following table summarizes our recommended budget revisions and shows the revised contract
amount:
Current Contract Revised Contract
Description Through Amend Amend No. 5 Original Work New Work
No.4 Phase Phase
Part 1- Alignment Study $145,727.46 - - $145,727.46 $145,727.46
Part 2- Main 325 Design $860,116.99 $149,012 - $1,009,128.99 $860,116.99
Work Phase 51 (Survey) $0 - $36,150 - $36,150
Work Phase 33 (Design, Enviro., Geotech.) $0 - $112,862 - $112,862
Patt 3— Village Creek Basin Rehab Part 4 $231,929.54 $0 $231,929.54
Part 4—Main 238 Basin Rehab $82,992.29 $0 $82,992.29
Tota) Project $1,320,766.28 $149,012 $1,469,778.28
Sanitary Sewer Main 257 & 325 Middle and Upper Village Creek Parallel Relief Alignment Study and Design - Amendment No. 5
DEC No. 3642-32
Page 3 of 3
We appreciate the opportunity to be of continued service to the City. Please contact us if we need to
provide any further information.
Very truly yours,
Dannenbaum Engineering Corporation
�- /�,-L. ' �
Dougl�Guinn, P. .
Sr. Project Manager
DEG /MGV
Attachments:
Exhibit 1- Amendment No. 5 M&C Exhibit
Exhibit 2— Amendment No. 5 Subconsultant's Scope of Work
Exhibit 3- Amendment No. 5 Design Survey Limits
Exhibit 4- Amendment No. 5 Easement Parcels Map
Exhibit 5— Amendment fVo. 5 Easement Parcels Tabulation
Exhibit 6— Amendment No. 5 Acquired/Un-acquired Easement Map
Exhibit B— Summary of Manhours and Project Fees
EXHIBIT 2
CITY OF FORT WORTH, TEXAS
MAIN 325 PARALLEL RELIEF SEWER
AMENDMENT NO. 5
SUBCONSULTANTS' SCOPE OF WORK
SURVEY (ANA CONSULTANTS)
SCOPE: Provide a topographical survey of the proposed modified alignment as highlighted in the attached
exhibit. The iopographical survey shall extend 50' north and/or south of the proposed centerline as shown.
In addition to the supplemental topographic survey for the new alignment in parcel 15 area (Deer Creek
Park) will tie trees 6" and larger in the new alignment area (100' wide to cover both permanent and
construction easements)
CONTROL: Recover and/or reset horizontal and vertical control and locate the new survey areas in the
ground (match original project control) for the new four areas as shown in the attached exhibit.
EASEMENTS: Provide the documents necessary for the acquisition of a 9 permanent sanitary sewer
easement and 12 temporary construction easements.
DELIVERABLES:
Topographical Survey: ANA shall submit an updated 3d file containing 3d points, TIN and contours. The
updated file shall contain the previous topographical survey data.
Easements: ANA shall submit three signed and sealed Real Property Descriptions and Maps of Survey for
each easement to be acquired.(ANA shall provide no more than two revision for each easement
document, any additional revision shall considered extra services and will be billed hourly as per exhibit
��B���
DELIVERY:
Topographical Survey: ANA shall present deliverables within 30 days of receiving written 'Notice to
Proceed'.
Easements: ANA shall present easement documents within 30 days of receiving the proposed alignment.
COMPENSATION:
Control:
Topographical Survey:
Easements:
9 Permanent Sanitary Sewer Easements -
9 Temporary Construction Easements -
TOTAL COMPENSATION:
Page 1 of 6
$3, 000.00
$15,150.00
$10,800.00
$7,200.00
$36,150.00
EXHIBIT 2
CITY OF FORT WORTH, TEXAS
MAIN 325 PARALLEL RELIEF SEWER
AMENDMENT NO. 5
SUBCONSULTANTS' SCOPE OF WORK
GEOTECHNICAL (GEOTEL)
PROJECT INFORMATION: Proposed sewer alignment of Contract Amendment No. 5 will consist of a 42-
inch diameter sewer pipeline of 5,056 feet long, from Station 108+31 to Station 158+87, 440 feet long from
Station 38+19 to Station 42+59, and 650 feet long realignment from Station 180+50 to 186+70. The bottom
of fhe pipeline is planned to be at depths ranging from 15.4 feet to 36.3 feet below existing grade.
FIELD AND LABORATORY WORK: Traffic Control and Utility Clearance: Prior to beginning field work,
boring locations will be coordinated by GEI personnel with various utility companies to verify clearance of
underground utility lines. Traffic control during field operations will also be provided by GEI and will include
signage and cones.
Soil & Rock borings: A total of 19 borings are proposed to investigate the subsurface conditions along the
proposed new sewer alignment. Two borings from the previous investigation will be included in this report.
The borings will be generally located at about 500 feet apart. Two borings are planned on both sides of the
Highway 35 along the alignment. The borings will be drilled and sampled to depths of 22 to 40 feet (5 feet
below the bottom of the proposed pipe)
Cohesive soils will be sampled with thin-walled tube samplers. Standard penetration tests will be
performed where sandy soils are encountered. Sampling will typically be continuous to a depth of five feet,
and at soil changes or a maximum of five feet thereafter. Bedrock will be evaluated by means of the Texas
Department of Transportation's Cone Penetrometer Test in the field.
ShorE-term groundwater level observations will be made during drilling operations and upon completion. In
order to monitor long term groundwater levels, piezometers will be installed in two borings for long term
groundwater observation if water is encountered. Long term groundwater level observations were made
within severaf weeks after completion of the borings.
Laboratory Tests: Atterberg Limits and soii moisture content measurements will be perFormed to classify
the soils and to evaluate the physical and engineering characteristics of the subgrade soils. Classification
tests consist of liquid and plastic limits (PI's), natural moisture contents, dry weights, percent fines
determinations (minus no. 200 sieve), mechanical sieve analyses, and hydrometer tests. Compressive
strength of the subsurface cohesive soils will be evaluated by unconfined compression tests. Hand
penetrometer tests will also performed to estimate to the soil consistency with depth and between borings.
Erosion tests including pH of soil and water, soluble sulfate and soil resistivity tests will be perFormed to
evaluate corrosion effects on concrete pipe
ENGINEERfNG REPORT:
The results of all field and laboratory data will be presented in an engineering report. The report will include
recommendations to guide design and construction of the proposed sanitary sewer line. This report will
include the following:
1. Boring logs, laboratory test resuits, water level observations and a boring site plan.
2. Discussion of groundwater conditions that may require use of dewatering equipment during construction
and discussion of the presence of limestone stratum that could impact construction.
3. Recommended slope rations to be used for open cut excavations for utility excavations.
4. Recommended lateral pressures to be used for the design of bore pit and trench shoring.
5. Allowable bearing pressures for jack supports used in conjunction with micro tunneling.
6. Recommendations concerning trench bedding, backfill and compaction.
7. Recommendations concerning dewatering system.
Two hard copies and one electronic copy of our report will be submitted, unless otherv✓ise requested.
Page 2 of 6
EXHIBIT 2
CITY OF FORT WORTH, TEXAS
MAIN 325 PARALLEL RELIEF SEWER
AMENDMENT NO. 5
SUBCONSULTANTS' SCOPE OF WORK
ESTIMATED TIME AND BUDGET:
Based on the proposed boring plan and scope of services outlined above, the total cost will not exceed $
43,188.50 for the proposed scope of work, without prior approval.
GEOTEL
PROJECT
CLIENT
LOCATION
SCOPE
PROPOSAL NO.
FIELD SERVICES
PROJECT BUDGET
Main 325 Relief Sewer-Contract Amendment 5
Dannebaum Engineering Corporation
Fort Worth, Texas
19 borings (a total of 614 feet)
E16-117
MOBILIZATION
MOBILIZATION OF TRACK RIG
SOIL SAMPLING
ROCK CORING
SOIL SAMPLING
ROCK CORING
SPT
THD
PIEZOMETER
TRAVEL MILEAGE
SITE RECONNAISSANCE
QUANITITY
3
4
125
186
100
100
30
60
2
6
4
UNIT
COST
300.00
600.00
10.00
16.00
15.00
22.00
25.00
35.00
1, 500.00
1 25.00
2 00.00
1 0/3/2 0 1 6 3:13 PM
TOTAL
$1,200.00
$3,000.00
$1,650.00
$3,344.00
$1,800.00
$2,640.00
$875.00
$2,450.00
$3,000.00
$750.00
$800.00
SUB-TOTAL $ 21,509.00
PERCENT OF TOTAL BUDGET 50%
LABORATORY TESTING
LIQUID AND PLASTIC LIMITS
MOISTURE CONTENTS
HAND PENETROMETER
PERCENT FINER -200 SIEVE
Sieve
UNCONFINED COMPRESSION SOIL
UNCONFINED COMPRESSION ROCK
SULFATE
Water sulfate
Ph Soil
Page 3 of 6
30
45
146
25
40
30
51
2
2
2
4 8.00
4.50
1.50
25.00
40.00
35.00
35.00
85.00
40.00
35.00
$1,824.00
$256.50
$279.00
$750.00
$1,680.00
$1,330.00
$2,100.00
$170.00
$80.00
$70.00
EXHIBIT 2
CITY OF FORT WORTH, TEXAS
MAIN 325 PARALLEL RELIEF SEWER
AMENDMENT NO. 5
SUBCONSULTANTS' SCOPE OF WORK
LABORATORYTESTING (CONT'D)
Ph Water
Resistivity
Hydrometer
SUB-TOTAL
PERCENT OF TOTAL BUDGET
ENGINEERING
SENIOR GEOTECHNICAL ENGINEER
GEOTECHNICAL ENGINEER
STAFF GEOTECHNICAL ENGINEER
DRAFTSMAN
ENGINEERING TECHNICAN
WORD PROCESSOR
QUANITITY
2 $
2 $
2 $
COST TOTAL
35.00 $70.00
80.00 $160.00
160.00 $320.00
$ 9,089.50
21%
32 $ 125.00
50 $ 105.00
$ 70.00
26 $ 45.00
$ 37.50
10 $ 35.00
$4,500.00
$6,300.00
$ -
$1,440.00
$ -
$ 350.00
SUB-TOTAL $ 12,590.00
PERCENT OF TOTAL BUDGET 29%
TOTAL $ 43,188.50
COST PER FOOT 70.34
TERMS AND CONDITIONS:
We have assumed that we will have the right-of-entry to the property and that the boring locations will be
accessible to our truck mounted drilling equipment during normal working days. Any existing underground
utilities must be located or identified prior to drilling activities. Geotel will coordinate the verification of
underground utility lines prior to beginning field operations.
Page 4 of 6
EXHIBIT 2
CITY OF FORT WORTH, TEXAS
MAIN 325 PARALLEL RELIEF SEWER
AMENDMENT NO. 5
SUBCONSULTANTS' SCOPE OF WORK
ENVIRONMENTAL (BLANTOt� & ASSOCIATES, INC.)
SCOPE OF SERVICES/ ESTIMATE FOR REALIGNMENT SECTION OF MAIN 325
Generai Scope
The general scope of services associated with this Amendment shall include conducting an evaluation of
potential jurisdictional waters, habitat assessment for federally listed threatened and endangered species,
and cultural resources evaluation/archeological survey for the M-325 segment realignment of the proposed
relief sewer pipeline to be funded by the City of Fort Worth. The proposed realignment section that diverges
from the previous alignment is approximately 1.5 miles (7,900 linear feet). The detailed scope of services
associated with this Amendment are as follows:
Detailed Scope
Specific tasks to be performed include:
1) Delineation of wetlands and evaluate streams within the proposed area of impact for the new
alignment area and evaluation of applicability of the project under Nationwide Permit No. 12 (NWP-
12) under Section 404 of the Clean Water Act (CWA) (Section 404)
2) Preparation and submission of a letter report to the City of Fort Worth regarding the findings of the
Section 404 evaluation
3) Habitat assessments for federaily listed threatened and endangered species in the new alignment
area under the regulations of the federal Endangered Species Act (ESA)
4) Preparation and submission of a letter report to the City of Fort Worth regarding the findings of the
federally listed threatened and endangered species habitat assessment for the new alignment area
5) Archeological survey for the new alignment area and all coordination with the Texas Historical
Commission (THC) regarding the archeological survey as regulated by the Texas Antiquities Code
(TAC)
6) Preparation and submission of the archeological survey report to the THC and address any
comments from the agency
7) Preparation and submission of a letter report to fhe City of Fort Worth regarding the findings of the
archeologicai survey and a summary of coordination with the THC
Costs and Schedule
We are prepared to conduct the additional field work, as well as prepare and submit the revised coordination
and findings letters to the THC and the City of Fort Worth within 90 days of notice to proceed. The estimated
cost to complete the scope of services as described above is $19,900.00, to be billed on a lump sum basis.
Note this cost does not include:
1) Any testing, mitigation, or historical structure evaluation that may be required by the THC as a resulf
of fhe archeological survey findings
2) Changes to project that result in additional site visits
Page 5 of 6
EXHIBIT 2
CITY OF FORT WORTH, TEXAS
MAIN 325 PARALLEL RELIEF SEWER
AMENDMENT NO. 5
SUBCONSULTANTS' SCOPE OF WORK
Additional work regarding the ESA (presence/absence surveys or Section 7 consultation) or Section 404 of
the CWA (individual permit) is not anticipated. However, a separate scope and budget will be provided if
additional efforts related to any of the above items are necessary.
Assumptions
1) Access (right of entry) for environmental studies will be coordinafed and secured by the Engineer
Page 6 of 6
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EXHIBIT B-3
(SUPPLEMENT TO AiTACFinIIENT �)
SUMMARY OF iOTAL PROJECT FE�S - SUPPLEMENT'AL AGREEIVIENT NO. 5
Si4�11TARY SEWER NiAIN 257 & 325 MIDDLE & UPPER VILLAGE CREEK
PARALL.EL FtELIEF ALIGNMENi STUDY & DESIGN
SEWER PROJECI' NO. P170-070170140030
D.O.E. NO. 3650
Phase Scope of Services Fee M/WBE % M/WBE
I - Design Services
TOTAL
Part 1 Alignment Study,
Environmental Documents (Blanton) $ 21,890.00 $ 19,900.00 90.9%
Part 2 Main 325 Design
Engineering $ 39,850.00 $ - 0.0%
Survey (ANA), (5,188 L.F @$3.50 / L.F.)* $ 19,965.00 $ 18,150.00 90.9°/a
Easements (ANA) (18 total) $ 19,800.00 $ 18,000.00 90.9°/o
Geotechnical (Geotel) $ 47,507.00 $ 43,188.50 90.9%
$149,012.00 $ 99,238.50 66.6°/a
Proposed M/WBE Subconsuitants Fees % M/WBE
ANA Consultants (Field Survey and Easements)
Blanton & Associates (Environmental Documentation)
Geotel Engineering (Geotechnical)
TOTALS
$ 36,150.00 24.3%
$ 19,900.00 13.4%
$ 43,188.50 29.0%
99,238.50
�Note: $3.50/ LF rate includes setting additionai control points and tree surveys for 2 City parks
66.6%
Exhibit B- Summary of Manhours and Project Fees rev05 1 of 4 11/14/2016
.
EXHIBIT �-3A
(SUPPLEMENT TO ATTACHAIIENT B)
SUMMARY OF TOT'AL PROJECT FEES - SUPPLEMENTAL AGREEMEN7 NO. 5
SANITARY SEWER MAIN 257 & 325 MIDDLE & UPPER VILLAGE CREEK
PARALLEL RELIEF ALIGNn11ENT STUDY & DESIGN
SEWER PROJECT NO. P170-070170140030
D.O.E. NO. 3650
BASIC ENGINEERING DESIGN FEE: FEE M/WBE % M/WBE
Revise Design for NewAlignment $ 39,850.00 $ - . 0.0%
SUBTOTAL (BASIC ENGINEERING DESIGN FEE) $ 39,850.00 $ - 0.0%
SPECIAL SERVICES
Field Survey (ANA Consultants) Survey (AN $ 18,150.00 $ 18,150.00 100.0%
Easements (ANA Consultants) $ 18,000.00 $ 18,000.00 100.0%
Environmental (Blanton) $ 19,900.00 $ 19,900.00 100.0%
Geotechnical (Geotel) $ 43,188.50 $ 43,188.50 100.0%
SUBTOTAL (SPECIAL SERVICES) $ 99,238.50 $ 99,238.50 100.0%
CONSTRUCTION SERVICES
Construction Phase Services $ - $ - 0.0%
As-Built Drawings $ - $ - 0.0%
SUBTOTAL (CONSTRUCTION SERVICES) $ - $ - 0.0%
*Note: $3.50/ LF rate includes setting additional control points and tree surveys for 2 City parks
REPRODUCTION/DIRECT EXPENSES
8 Sets Review Plans $ _ $ _ p �o�o
16 Sets Preliminary Plans (Utility Clearance) $ - $ - 0.0%
50 Sefs Construction Plans $ - $ - 0.0%
50 Sets Specifications $ - $ - 0.0%
As-Built Pians $ - $ - �-o%
1 Set Mylar Plans $ - $ - 0.0°/o
AUTO EXPENSE $ - $ - 0.0%
Mounted Exhibits for Public Meetings $ - $ - 0.0%
SUBTOTAL (REPRODUCTION)
10% SUB-CONTRACTOR MARK-UP
TOTAL LUMP SUM FEE (l"HIS ADDENDUM)
- � -
$ 9,923.85
0.0%
$ 149,012.35 $ 99,238.50 66.6%
PROPOSED MNVBE SUBCO(VSULTAfiITS
(THIS ADDENDUM) PROPOSED SERV(CES FEES % CONTRACi
Exhibit B- Summary of Manhours and Project Fees rev05 2 of 4 11/14/2016
ANA Consultants
Blanton & Associates
Geotel
TOTAL M/Vi/BE (THIS ADDENDUM)
Survey & Easements $ 36,150.00 24.3°/a
Environmental $ 19,900.00 13.4°/a
Geotechnical $ 43,188.50 29.0%
$ 99,238.50 66.6%
PROJECT TOTALS FEE M/WBE % M/WBE
Original Contract
Ammendment #1
Ammendment #2
Ammendment #3
Amendment #4
This Amendment
TOTAL LUMP SUM FEE (PROJECT TOTAL)
$ 721,899.76 $ 203,001.00 28.1%
$ 111,800.52 $ 26,672.00 23.9°/a
$ 329,406.00 $ 130,728.00 39.7°/a
$ 96,825.00 $ 48,760.00 50.4%
$ 60,835.00 $ 31,240.00 51.4%
$ 149,012.00 $ 99,238.50 66.6%
$1,469,778.28 $539,639.50 36.7%
TOTAL M/WBE (CITY M/WBE GOAL = 18%) $539,639.50 36.7%
Exhibit B- Summary of Manhours and Project Fees rev05 3 of 4 11/14/2016
M&C Review
Page 1 of 3
Officiai site of the City of Fort Worth, Texas
��RT ��{��T��
COUNCIL ACTION: Approved on 2/14/2017 - Ordinance No. 22602-OZ-2017 & Resolution No.
4744-02-2017
DATE: 2/14/2017
CODE: C
REFERENCE NO.: **C-28110 LOG NAME:
TYPE: CONSENT PUBLIC
HEARING:
60M325A5-DEC
�
SUBJECT: Authorize Execution of Amendment No. 5 to City Secretary Contract No. 28006, an
Engineering Agreement with Dannenbaum Engineering Corporation, in the Amount of
$149,012.00, for Sanitary Sewer Main 257 and 325 Middle and Upper Village Creek
Parallel Relief Alignment Study and Design from Hemphill Street to West Rendon Crowley
Road Project and Provide for Property Acquisition and Project Management Costs for a
Revised Contract Amount of $1,469,778.28, and Adopt a Reimbursement Resolution
Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and
Adopt Appropriation Ordinance (COUNCIL DISTRICTS 6 AND 8)
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached resolution expressing official Intent to Reimburse expenditures with proceeds
of future debt for Sanitary Sewer Main 257 and 325 Middle and Upper Village Creek Parallel Relief
Alignment Study and Design from Hemphill Street to West Rendon Crowley Road Project;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in
the Water and Sewer DPN Fund in the amount of $2,275,012.00 from available funds for the purpose
of property acquisitions and Staff project management costs; and
3. Authorize execution of Amendment No. 5 to City Secretary Contract No. 28006 with Dannenbaum
Engineering Corporation, in the amount of $149,012.00 for a total revised contract in the amount of
$1,469,778.28 for additional design and engineering services for the Sanitary Sewer Main 257 and
325 Middle and Upper Village Creek Parallel Relief Alignment Study and Design from Hemphill Street
to West Rendon Crowley Road Project (City Project No. C01333).
DISCUSSION:
On July 30, 2002, Mayor and Council Communication (M&C C-19172) the City Council authorized an
Engineering Agreement with Dannenbaum Engineering Corporation, in the amount of $721,899.76
for the Sanitary Sewer Main 257 and 325 Middle and Upper Village Creek Parallel Relief Alignment
Study and Design from Hemphili Street to West Rendon Crowley Road.
The Agreement was revised by four previous amendments totaling $598,866.52, as follows:
Amendment No. 1 in the amount of $111,800.52 authorized January 20, 2004 (M&C C-19936)
Amendment No. 2 in the amount of $329,406.00 authorized November 27, 2007 (M&C C-22535)
Amendment No. 3 in the amount of $96,825.00 authorized June 9, 2009 (M&C C-23578); and
Amendment No. 4 in the amount of $60,835.00 authorized March 22, 2011 (M&C C-24794).
Amendment No. 5 will provide additional engineering services for the design of a portion of Main 325
crossing Oncor property and TXDOT ROW in IH-35W to conform with their standards for utility
crossings.
The proposed scope of services consists of: Plan preparation, design survey, geotechnical
M&C Review Page 2 of 3
engineering, environmental assessment, permitting and ROW/easement services.
in addition to the amendment amount, $2,126,000.00 is required for project management, and real
property acquisitions.
This project is anticipated to be included in a future revenue bond issue for the Water and Sewer
Fund. Avaifable cash within the Water and Sewer portfolio and the City's portfolio along with the
appropriation authority authorized under the Direct Purchase Note program will be used to provide
interim financing for this project until debt is issued. To the extent resources other than the Water and
Sewer portfolio are used to provide interim financing, the Water and Sewer Fund will be charged
interest that is equivalent to the overall rate of return being earned by the City portfolio (currently
approximately one-percent annually). Should the City's portfolio not support the liquidity needed to
provide an interim short-term financing source, another funding source will be required, which could
mean issuance of securities under the Direct Purchase Note program or earlier issuance of Water
and Sewer revenue bonds than is currently planned. Once debt associated with this project is sold,
bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in
accordance with the attached Reimbursement Resolution.
The City Council adopted the Water Department's Fiscal Year 2016-2020 Five-Year Capital
Improvement Plan on February 2, 2016 (M&C G-18662). This City Council adopted plan includes this
specific project, with funding identified through the DPN program to be reimbursed with future
revenue bonds. In accordance with the provisions of the Financial Management Policy Statements,
Staff anticipates presenting revenue-supported debt issuances to the City Council for consideration
within the next three years. This debt must be issued within approximately three years to provide
reimbursement for these expenses. If that does not occur, the costs will no longer be reimbursable by
issuing tax-exempt debt and the funding source will have to be made whole through other budgetary
methods. Adoption of this Resolution does not obligate the City to sell bonds, but preserves the ability
to reimburse the City from tax-exempt bond proceeds.
Engineering for the Sanitary Sewer Main 257 and 325 Middle and Upper Village Creek Parallel Relief
Alignment Study and Design is one component of the overall project that includes project
management, easement acquisition, utility coordination, materiaf testing, inspection, construction, and
contingencies. The overall project budget is $12,500,000.00. Design is expected to be completed by
August 2017. Construction is anticipated to commence in January 2018 with construction of ali
phases to be completed by December 2019.
This project will have no impact on the Water Department's operating budget when complete.
MNUBE OFFICE: Dannenbaum Engineering Corporation agrees to maintain its initial M/WBE
commitment of 28 percent that it made on the original agreement and extend and maintain that same
M/WBE commitment of 28 percent to all prior amendments up to and inclusive of this Amendment
No. 5. Therefore, Dannenbaum Engineering Corporation remains in compliance with the City's
M/WBE Ordinance and attests to its commitment by its signature on the Acceptance of Previous
M/WBE Commitment form executed by an authorized representative of its company.
The project is located in COUNCIL DISTRICTS 6 and 8, Mapsco 119E, and 119F.
FISCAL INFORMATIONlCERTIFICATION:
The Director of Finance certifies that upon approval of the above recommendations and adoption of
the attached appropriation ordinance funds will be available in the Water/Sewer DPN Fund for the
Sanitary Sewer Main 257 and 325 Middle and Upper Village Creek Parallel Relief Project, from
Hemphill Street to West Rendon Crowley Road. Appropriations are as depicted in the table below by
M&C Review
fund:
Fund Existin� Additional Appropriations ( Proje *t
Appropriations Total
Water &
Sewer DPN $2,275,012.00 $2,275,012.00
Fund $0.00
56011
Sewer
Capital
Fund - $1,179,107.00 $0.00 $1,179,107.00
Legacy
59607 -
B14103
Clean
Water SRF $60,835.00 $0.00 $60,835.00
Fund -
59602
Sewer
Capital
Fund - $197,500.00 $0.00 $197,500.00
Legacy
59607 -
C01333
Project
Total $'�,437,442.00 $2,275,012.00 $3,712,454.00
*Numbers rounded for presentation purposes.
Fund Department Account Project Program Activity Budget Reference
ID ID Year (Chartfield
ROM
Fund Department Account Project Program Activity Budget Reference
ID ID Year (Chartfield
Submitted for City Manager's Office by:
Oriqinatinq Department Head:
Additional Information Contact:
Jay Chapa (5804)
John Carman (8246)
John Kasavich (8480)
ATTACHMENTS
60M325A5 DEC Map01.pdf
60M325A5-DEC Form 1295.pdf
60M325A5-DEC- REIMB RESOLUTION.doc
60M325A5-DEC SEWER & WATER DPN FUND 56011 A017.docx
Page 3 of 3
nt
mount
4/��17 �/15/201
MAYOR AND COUNCIL COMMUNICATION MAP
601VI325A5-DEC
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CERTIFICATE OF INTERESTED PARTIES FORM 1295
�of�
Complete Nos. 1- 4 antl 6 if there are interested parties. OFFICE USE ONLY
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTiFICATiON OF FILING
1 Name of business entity filing for►n, and the ciry, state and country of the business entity's place Certificate NumBer:
of business. 2016-65650
Dannenbaum Engineering Corporation
Houston, TX United States �ate Filed:
2 Name of governmental entiry or state agency that is a parry to the contract for which the forrn is 06/03/2016
being filed.
City of Fort Worth Date Acknowled�ed:
e�-' -1` � �" j( �, ,
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract,
28006
Sanitary 5ewer Main 257 & 325 Middle and Upper Village Creek Parallel Relief Alignment Study and Design - DEC 3642-32
Nature of interest
4
Name of Interested Party City, State, Country (place of business) (check applicabie)
Controlling Intermediary
Guinn, Doug Fort Worth, TX United States X
Ahrens, Wayne Houston, TX United States X
Dannenbaum, James Houston, TX United States X
5 Check only if there is NO Interested Party. ❑
� y.h..�u�sa,�;e3�:.-�:::::.-s:><:.L; _ . .. ._
6 AFFI �11iT''" `` �� I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct.
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•����.J� Nok�ry f'ublkc, S�lo o( Texas > �� r�
� ��c��'y/ MyConu��sionEHp�ron07-(13�20MD g f /
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(� . . --. - J•.c,�w�.r�✓3 � ��.�.� �� . � r �. . .. .
Sig ' t �e of authorized agent of contracting business entiry
AFFIX NOTARY STAMP / SEAL ABOVE
Sworn to and subscribed before me, by the said wayne Ahrens , this the 3rd day of 7une
20 16 , to certiFy which, witness my hand and seal of office.
r �'�1 /�
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; ' �r,�'•i�(s`_ =' U�''� / c ,� ��{,` ��('fL't:
Terttu Britton Notary Public, State ofTexas
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Forms provided by Texas Ethics Commission www.ethics.state,bc.us Version V1,0.1021