R2003-0143 09-29-03RESOLUTION NO. R2003-143
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING THE PEARLAND ECONOMIC DEVELOPMENT
COPORATION TO ENTER INTO AN ENGINEERING CONTRACT WITH
TURNER, COLLIE AND BRADEN FOR PRELIMINARY ENGINEERING
SERVICES ASSOCIATED WITH THE EXTENSION OF KIRBY DRIVE.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the Pearland Economic
Development Corporation and Turner Collie and Braden, a copy of which is attached
hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and
approved.
PASSED, APPROVED and ADOPTED this the 29th day of September'
A.D., 2003.
TOM REID
MAYOR
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
CITY OF PEARLAND
STANDARD AGREEMENT
FOR ENGINEERING SERVICES
Exhibit "A"
Resolution R2003-143
This Contract (Contract) is made between the City of Pearland, Texas
(hereinafter "City"), and Turner Collie & Braden Inc. (hereinafter "Engineer") as follows:
1. Summary of Contract Terms. The following information and referenced documents
shall be a part of this Contract:
Description of Project: Provide professional engineering, survey, geotechnical and
environmental services for Kirby Drive from Beltway 8 to FM 2234.
EngineedSubconsultant
Fee
Basis of Compensation
Basic Services
Preliminary Engineering
TC&B
Additional Services
Boundary Surveys & Control
TC&B/Survcon
Topographic Surveys
TC&B/Survcon
Right-of-Way Maps &Documents
TC&B/Survcon
Geotechnical Investigation
TC&B/TerraMar
$141,800 Lump Sum
$30,730 Lump Sum
$21,120 Lump Sum
$53,240 Reimbursable at
$2,420 per Parcel
$16,500 Lump Sum
Hydrologic and Hydraulic Study
TC&B
Environmental Study
TC&B/TerraMar
$14,000 Lump Sum
$4,125 Lump Sum
Direct Reimbursable Expenses
$5,185
* All financial obligations created by this agreement are between the City and
Engineer, and shall not be construed to be between City and any subconsultant.
Delivery of PER, Geotechnical, Environmental and H&H Reports: 90 Calendar Days
from written Notice to Proceed.
Attachments: Scope of Services - Exhibit A
Project Schedule - Exhibit B
2. Services and Payment.
Engineer shall perform services within the Standard of Care of the Engineering
profession as follows:
A. Engineer will furnish services to the City in accordance with the terms and
conditions specified in this Contract. Payment for the services of Engineer shall be due
and payable upon submission and approval of a statement for services to City.
Statements for services shall not be submitted more frequently than monthly.
After consultation with the City, the Engineer shall specify the basis of
compensation in the scope of work for the project. The Engineer shall provide adequate
detail of the basis of compensation so that the City can determine the reasonableness
of the fees and have the ability to make reasonable progress payments to the Engineer
based upon work completed at the payment intervals. The Engineer shall subcontract
for all subconsultants, subject to City approval, necessary to complete the scope of
work. The subconsultant's fees and administrative mark-up, if any, shall be included in
the scope of work. Unless otherwise agreed upon, the method of compensation shall
be one of the following methods:
1. Salary Cost Times Multiplier Plus Direct Nonsalary Expense ("Salary")
Compensation shall be based on 1) the direct salaries (including benefits)
of the Engineer's employees whose time is directly chargeable to the
project; 2) an agreed upon multiplier to compensate the Engineer for
overhead and profit; and 3) reimbursement for direct nonsalary
expenditures and subconsultant contracts as defined in the scope of work
for the project. The Engineer shall provide a proposal that includes the
total fees for the project, which shall not be exceeded without prior City
approval.
2. Per Diem ("Per Diem")
Compensation shall be based upon 1) an agreed upon lump sum per day
for specific services; and 2) reimbursement for direct nonsalary
expenditures and subconsultant contracts as defined in the scope of work
for the project. This method is best suited to expert witness work or other
short-term engagements involving intermittent services.
3o Cost Plus Fixed Fee ("Cost Plus")
Compensation shall be based upon 1) reimbursement of the actual costs
of all services and supplies related to the project and 2) an agreed upon
fixed fee (profit). The Engineer shall provide an estimate of the costs to
be reimbursed, but actual compensation shall be based upon invoices and
supporting documentation provided by the Engineer.
2
4. Lump Sum ("Lump")
Compensation shall be based upon an agreed lump sum payment for
completing the entire scope of work. This method is best suited to
investigations or studies and for basic services with limited scope and
complexity.
5. Percent of Construction ("Percent")
Compensation shall be based upon 1) the "Harris County Curve for
Engineering Compensation" for basic and construction phase services;
and 2) reimbursement for direct nonsalary expenditures and subconsultant
contracts as defined in the scope of work for the project. The Engineer
shall provide a proposal that includes the estimated construction cost of
the project and the total fees for the project. If the actual Iow bid for
construction is 20% above or below the estimate, the engineering fees are
subject to equitable adjustment by mutual agreement of the Engineer and
City.
If City fails to make any payment due Engineer for services and expenses within
thirty (30) days after receipt and approval of Engineer's statement for services therefore,
the amounts due Engineer will be increased at the rate of one percent (1%) per month
from said thirtieth (30th) day, and, in addition, Engineer may, after giving seven (7) days'
written notice to City, suspend services under this Contract until Engineer has been paid
in full, all amounts due for services, expenses, and charges.
B. All the Engineer's working drawings, plans, and specifications, if required under
this Contract, shall be sufficiently accurate, detailed, and complete so that competitive
bids for the work can be obtained and the improvements constructed.
C. Approval of the Engineer's work by the City shall not release the Engineer, its
employees, agents, or consultants, from the responsibility and liability for the accuracy
and competency of their designs, working drawings, and specifications, or other
documents and services.
D. Subject to Article 8 herein or as otherwise agreed, the Engineer shall promptly
correct errors in the Engineer's work, including errors discovered after final payment,
without receiving additional compensation.
E. Prior to execution of this agreement, the Engineer shall have prepared a project
schedule identified as an attachment to this agreement. The Project Schedule shall be
submitted in digital and paper form, in the Microsoft Project for Windows format. The
Project Schedule shall contain a complete schedule so that the Engineer's scope of
services under this contract can be accomplished within the specified time and contract
cost. The Project Schedule will provide specific work sequence and definite review
times by the City and the Engineer of the work performed. If the review time should
take' longer than shown on the project schedule, through no fault of the Engineer,
additional contract time may be authorized by the City through a supplemental
agreement, if requested by a timely written request from the Engineer and approved by
the City.
3. Term and Termination. This Contract term will begin upon execution and end sixty
days after issuance of the certification of completion of construction by the Engineer.
The City may terminate this Contract at any time during its term by giving written notice
to Engineer. The City shall pay the Engineer for all services rendered to the date of
termination.
4. Modifications. City without invalidating the Contract, may order changes within the
general scope of the work required by the Contract by altering, adding to and/or
deducting from the work to be performed. If any change under this clause causes an
increase or decrease in Engineer's cost of, or the time required for, the performance of
any part of the Services under the Contract, an equitable adjustment will be made by
mutual agreement and the Contract modified in writing accordingly.
5. Subcontracts. If, for any reason, at any time during the progress of providing
services, City determines that any subcontractor for Engineer is incompetent or
undesirable, City will notify Engineer accordingly and Engineer shall take immediate
corrective action, which may include cancellation of such subcontract. Subletting by
subcontractors shall be subject to the same regulations. Nothing contained in the
Contract shall create any contractual relation between any subcontractor and City.
6. Ownership of Documents. All drawings, report data, and other project information
developed in the execution of the services provided under this Contract shall be the
property of the City upon payment of Engineer's fees for services. Engineer may retain
copies for record purposes. Owner agrees such documents are not intended or
represented to be suitable for reuse by City or others. Any reuse by City or by those
who obtained said documents from City without written verification or adaptation by
Engineer will be at City's sole risk and without liability or legal exposure to Engineer, or
to Engineer's independent associates or consultants, and City shall indemnify and hold
harmless Engineer and Engineer's independent associates and consultants from all
claims, damages, losses, and expenses including attorneys' fees arising out of or
resulting therefrom. Any such verification or adaptation will entitle Engineer to further
reasonable compensation. Engineer may reuse all drawings, report data, and other
project information in the execution of the services provided under this Contract in
Engineer's other activities. Any reuse by Engineer will be at Engineer's sole risk and
without liability or legal exposure to City, and Engineer shall indemnify and hold
harmless City from all claims, damages, losses, and expenses including attorneys' fees
arising out of or resulting therefrom.
7. insurance.
A. The Engineer shall procure and maintain for the duration of this Agreement,
insurance against claims for injuries to persons, damages to property, or any errors and
omissions relating to the performance of any work by the Engineer, its agents,
employees or subcontractors under this Agreement, as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3)
Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,.
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4)
Comprehensive Automobile and Truck Liability Insurance covering owned,
hired, and non-owned vehicles, with minimum limits of $1,000,000 for
injury or death of any one person, $1,000,000 for each occurrence, and
$1,000,000 for property damage.
B. The Engineer shall include the City as an additional insured under the policies,
with the exception of the Professional Liability Insurance and Workers' Compensation.
Certificates of Insurance and endorsements shall be furnished to the City before work
commences. Each insurance policy shall be endorsed to state that coverage shall not
be suspended, voided, canceled, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail, return receipt requested, has been given to
the City. Upon request, certified copies of all insurance policies shall be furnished to the
City.
8. Indemnity. Engineer shall indemnify and hold the City, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every kind for
which Engineer is legally liable, including all expenses of litigation, court costs, and
attorney's fees, for injury to or death of any person, for damage to any property, or
errors in design, any of which are caused by the negligent act or omission of the
Engineer, his officers, employees, agents, or subcontractors under this Contract.
9. Assignment. Engineer shall not assign this Contract without the prior written
consent of the City.
10. Law Governing and Venue. This Contract shall be governed by the law of the State
of Texas and no lawsuit shall be prosecuted on this Contract except in a court of
competent jurisdiction located in Brazoria County, Texas.
11. "Entire Contract. This Contract represents the entire Contract between the City and
the Engineer and supersedes all prior negotiations, representations, or contracts, either
written or oral. This Contract may be amended only by written instrument signed by
both parties. Purchase orders issued under this Agreement shall contain a statement
nullifying additional terms and conditions on the reverse side of the purchase order and
referencing this Agreement.
12. Conflicts in Contract Documents. The above provisions shall govern over any
conflicting provision contained in any referenced contract document specified above.
13. Dispute Resolution Procedures. The Engineer and City desire an expeditious
means to resolve any disputes that may arise between them regarding this Contract. To
accomplish this, the parties agree to mediation as follows: If a dispute arises out of or
relates to this Contract, or the breach thereof, and if the dispute cannot be settled
through negotiation, then the parties agree first to try in good faith, and before bringing
any legal action, to settle the dispute by mediation of a third party who will be selected
by agreement of the parties.
EXECUTED and EFFECTIVE as of the 3 ¢¢~lay of ~/-g','~/~"", 20 ~ 3.
CITY OF PEARLAND
By:
Printed Name:
Title: ("O ~ I
TURNER COLLIE & BRADEN INC.
Printed Name:
Title: ~','. 1//
STATE OF TEXAS . §
COUNTY OF §
/~ _~_EFO_~E .ME, the undersigned Notary Public, on this day personally appeared
.,~(--~ ~ '~_ . , known to me to be the person whose name is subscribed to the
foregoing instrument and acknowledged to me that he/she executed the same for the purposes
and consideration therein expressed.
~- GJVEN UNDER MY HAND
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STATE OF TE~8
OOUNTY OF ~&
AND
SEAL OF OFFICE THIS -~ DAY OF
STATE OF TEXAS
Printed Name: ~ ~). ~'~.
My Commission Expires:
_[.~../~. BEFORE ME, the undersigned Notary Public, on this day personally appeared
~,,4/<. ,~¢)~-)~ ~ , known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he/she executed the same for the
purposes and consideration therein expressed.
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DER MY HAND AND SEAL OF OFFICE THIS (~ DAY OF
N IN AND FOR THE
STATE OF TEXAS
Printed Name: ~.~'¢--~~-f¢~
My Commission Expires:
EXHIBIT A
TurnerCollie 'Braden Inc.
Engineers - Planners · Project Managers
P.O. Box 130089
Houston, Texas 77219-0089
575? Woodway 77057-1599
Tel: (713) 780-4100
Fax: (713) 780-0838
August 22, 2003
Kirby Drive and Utilities Extension from
Beltway 8 South to FM 2234
TCB Job No.: 052211674.0001
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
3519 Liberty Drive
Pearland, Texas 77581
Re: Proposal for Preliminary Engineering Phase Services
Dear Mr. Welch:
Turner Collie & Braden Inc. (TCB) is pleased to submit this proposal to provide professional
engineering services for the above-referenced project. The engineering services consist of
performing preliminary engineering services to detail the extension of Kirby Drive and utilities
from Beltway 8 south to FM 2234. The project is described as follows:
PROJECT
This project extends Kirby Drive south from Beltway 8, across Clear Creek to the end of the
existing pavement north of FM 2234. The project will include four-lane divided concrete
pavement with left turn lanes, storm sewers, stormwater detention facilities, sanitary sewers,
wastewater lift station, water mains, bridge across Clear Creek and traffic signals at Beltway 8.
Water and wastewater systems will be tied into the existing utility facilities at Kirby and FM 2234.
SCOPE OF SERVICES
Preliminary Engineering
TCB will prepare the preliminary engineering studies and designs for the Project. Such
studies and designs shall consist of preliminary layouts, sketches, recommended final design
criteria, outline of specifications, and construction cost estimates.
A Preliminary Engineering Report shall be prepared in sufficient detail so as to (1) clearly
indicate anticipated problems; (2) recommended alternate solutions to the problems; (3)
identify the possible "alternate" bid items for the Project recommended by TCB; and (4) show
recommended division into separate construction packages, if any. TCB shall be responsible
for coordinating all documents.
E ngi neeri n§
Established in 1946
Excellence for Over
AN A£COM COMPANY
A-1
One-Half Century
Turner Collie _ Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 2
3. TCB shall submit eight (8) copies of the preliminary design documents to the Owner.
4. TCB shall attend conferences with officials from local, state and federal agencies, utility
companies, PEDC, and other entities as necessary for the Project.
Topographic and Right-of-Way Surveys
Survcon Inc. will perform the topographic and ROW surveys for this project. It is anticipated that
all visible above-ground features in the project area will be picked up. The underground utilities
will be surveyed as marked on the ground by the utility owners. Cross sections will be taken
along the proposed roadway and Clear Creek. Available record drawings from the City of
Pearland will be collected to check the surveyed data. Private utility company representatives will
be contacted for information on their existing facilities. The survey will conform to the City of
Pearland and Brazoria County Drainage District No. 4 surveying requirements.
1. Phase I Tasks
B.
C.
D.
E.
Abstract the property
Establish horizontal and vertical control
Obtain fight-of-entry to the private property
Determine the boundaries of the parent tracts
Establish a control baseline along the approximate route of the proposed right-of-
way and staking same on the ground
Prepare package of digital information for purpose of establishing the centerline of
the proposed right-of-way.
All control for the project will be tied to the Texas State Plane Coordinate System, South
Central Zone. GPS will be utilized to establish the primary control points. City of
Pearland monuments will be used as the basis of the control, if possible. The property will
be abstracted to determine ownership as well as determine if any easements or rights-of-
way currently exist. Based on tax maps obtained from the Harris County Appraisal
District, there are approximately twenty (20) parcels that will need to be abstracted.
Sufficient field work and office calculations will be performed to establish the locations of
the boundaries of the overall tracts along the proposed route. Per your request, rights-of-
entry will be obtained not only for survey personnel but also for Terra-Mar, Inc., the firm
performing the environmental/geotechnical work on the site. Initially, we will submit an
A-2
Turner Collie Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 3
overall parcel map both in hard copy and electronic form which will show the location of
the boundary lines and the survey control for the purpose of establishing the preliminary
horizontal alignment of the proposed right-of-way.
Phase II Tasks
B.
C.
D.
E.
Topographic survey along the proposed right-of-way (approximately 6,100 feet)
Location of wetlands areas along or in the area of the proposed right-of-way
Establish equation between project datum used and FEMA datum
Establish site TBM's
Furnish electronic data for purpose of creating plan-profiles for the proposed street
design.
The topographic survey will eXtend from the north side of the westbound feeder road of
the South Sam Houston Tollway to a point approximately one hundred (100) feet into the
existing portion of Kirby Drive on the south side of Clear Creek. Cross sections will be
taken at 100~foot intervals along the proposed centerline. These cross sections will extend
outward to 100 feet either side of the proposed centerline. Cross sections taken on
intersecting ditches and roads will extend outward 250 feet either side of the proposed
centefline. Manholes and inlets will be located and the depths and sizes of pipe will be
determined. We will also define the limits of any wooded areas. No individual trees will
be located by this topographic survey. Wetlands areas delineated by the
environmental/geotechnical finn will be located. Where conditions allow, the wetlands
areas will be located utilizing GPS. Site temporary bench marks (TBM's) will be located
at various points along the proposed right-of-way. These will be referenced and will be set
so as to minimize the chance of being disturbed by future construction.
Phase III Tasks
Preparation of parcel maps for right-of-way takings
Preparation of metes and bounds descriptions for each parcel
Staking of right-of-way parcels on the ground.
We will perform the necessary computations to determine the various right-of-way parcels
and prepare survey maps of each parcel. Metes and bounds descriptions for each parcel
will also be prepared. Each parcel will be staked on the ground. We will coordinate with
3,-3
Turner Collie _ Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Peafland Economic Development Corporation
Page 4
the City of Pearland to determine their requirements with regard to the format and other
aspects for the parcel maps. It is our understanding that some parcels may be created
through development and platting rather than being created by separate instrument. We
will only prepare parcel maps and descriptions for those parcels being created by a
separate instrument. These will be prepared on an as-needed basis.
Geotechnical Investigation
Terra Mar, Inc. (TMI) will perform a geotechnical investigation for this project.
The geotechnical investigation will be to evaluate the subsurface soil and groundwater conditions,
in addition to developing design criteria for the construction of the utility lines, new pavement
section for Kirby Drive and foundations for the 3~span bridge at Clear Creek.
Field Investigation. Explore the subsurface conditions for this project by drilling and
sampling a total of twelve borings. Nine borings are proposed for the new pavements and
utilities. Twelve borings are required for the total linear footage of roadway, but we plan
to incorporate three borings drilled previously for the 105-acre tract south of Beltway 8.
The nine roadway pavement and utility borings will be drilled to a depth of about 20 feet
below existing grade.
The remaining three borings will be drilled for the 3-span bridge at Clear Creek. We plan
to drill one boring on each side of the creek about 140 feet from the centerline of Clear
Creek. The remaining boring will be drilled near the bottom of Clear Creek. Each bridge
boring will be drilled to a depth of 70 feet below existing grades. The total drilling
footage for this project is 390 feet.
Soil samples will be obtained continuously to a depth often feet, and at about 5~foot
intervals thereafter until boring termination. Granular soil sampling will be performed
utilizing the standard penetration test (SPT) using split spoon sampler (ASTM D 1588).
Cohesive soils will be sampled using a thin walled sampler (ASTM D1587). The
boreholes will be backfilled with soil cuttings after the completion of drilling operation.
Soil Clearing Services. Based on a review of the available aerial photography, site
clearing will be required to access the boring locations. The site clearing should be
limited to the area north of FM 2344 to near Fruge Road. An area within the alignment
Turner Collie Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 5
will be cleared, as appropriate. The path created will be about 14 feet in width. We will
limit the amount of disturbance to the native surroundings.
Laboratory Testing. Laboratory tests will be performed on selected soil samples to
develop the engineering properties of the soil. These tests may include pocket
penetrometer, unconfined compression (ASTM D2166), unconsolidated, undrained triaxial
tests (ASTM D2850), in sim moisture content (ASTM D2216), liquid and plastic limits
(ASTM D4318), and minus No. 200 sieve (ASTM D1140), as appropriate.
Engineering Analyses and Report. The field and laboratory data will be evaluated to
develop geotechnical-engineering recommendations for the design and construction of the
proposed utilities, pavements and bridge foundations. The results of the study will be
presented in an engineering report that will include the following:
Eo
Fo
Logs of boring, boring site plan, water level data and laboratory test results.
Cross sections showing the soil profile across the site.
Recommendations for utility lines embedment, backfill, excavation and
dewatering requirements, and temporary bracing and shoring requirements in
accordance with OSHA.
Recommendations for the design and construction of rigid pavements using the
AASHTO Guide for Design of Pavement Structures, 1993.
Recommendations for bridge foundation types, downward net allowable bearing
pressures, uplift resistance, and lateral load capacity.
Estimated settlements of foundations.
Six (6) copies of the geotechnical engineering report will be submitted for the referenced project,
unless otherwise requested.
Hydrologic and Hydraulic Study
1. TCB will obtain the existing hydraulic models for Clear Creek.
TCB will determine the water surface elevation for Clear Creek for the 100-year event and
the 25-year event.
3. TCB will calculate the detention volume required for the extension of Kirby Drive.
Turner Collie 'Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 6
TCB will determine the low chord elevation for the proposed bridge structure over Clear
Creek.
o
An evaluation of the impact of the proposed bridge foundations on Clear Creek will be
determined and mitigation of these impacts will be proposed.
6. TCB will calculate the volume of fill to be placed in the flood plain.
A letter report will be prepared summarizing the findings and recommendations for each
item described above.
Environmental Study
1. Phase 1 Environmental Site Assessment
Terra-Mar, Inc, (TMI) personnel will conduct and document the following activities
during the Phase I Environmental Site Assessment:
Historical review of land use. This will be accomplished by reviewing aerial
photographs, soil conservation maps, or other historical data that may be available.
In addition, a review of the records available from past and current land owner(s)
and conversations with same, if available, will be conducted.
Bo
Contact federal, state and local agency officials to determine if records exist that
would indicate the presence of environmental damage at the site. Agencies that
may be contacted: Environmental Protection Agency, Texas Commission on
Environmental Quality, City/County Health Department and Fire Department.
Review surrounding properties to determine if their land usage may contaminate or
may have contributed to the contamination of the site.
Site reconnaissance to evaluate site topography and observe any visual aspects of
the site which may lead to consideration that the site may be contaminated, i.e.,
dump piles, 55-gallon storage drums, underground storage tanks.
Turner Collie Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 7
Evaluation of the general geologic formations underlying the site. This will be
ascertained by review of applicable geological literature.
Fo
Evaluation, through literature search and site reconnaissance, of the general
hydrology of the site to include groundwater and surface water runoff.
Threatened/Endangered Species Survey
A. Review of U.S. Fish and Wildlife Service documentation for the site, and
Bo
Onsite inspection to identify potential listed species habitats and the likelihood of
their occurrence onsite.
Preliminary Wetland Determination
The objective of this task is to gather data and render an opinion on the likelihood of
potential wetland areas which are presently regulated by the U.S. Army Corps of
Engineers (USACE). TMI personnel will conduct and document the following:
Review of available aerial photographs, national Wetland Inventory maps,
topographic maps and soil surveys;; and
Bo
Onsite inspection to identify dominant plant species, soil properties, and
hydrological characteristics typical of a wetland environment; and
C. Identify potential wetland habitats on a site drawing and estimate acreages.
Historical/Archeological Survey
The objective of this task is to gather data and render an opinion on the existence of
prehistoric or historic districts, buildings, structures, or objects and sites of historic,
cultural, architectural significance that are included, or are eligible for inclusion, in the
National Register of Historic Places, being in the study area. TMI personnel will conduct
and document the following:
Turner Collie Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 8
Ac
Review of available aerial photographs, National Register of Historic Places
website, Texas Historic Sites Atlas website, and topographic maps; and
B. Onsite inspection to identify any possible historic sites; and
If necessary, contact the State Historic Preservation Office (SHPO) to determine
site eligibility.
5. Phase I ESA Report
TMI will provide a written report based on the information obtained in the ESA which
shall outline the results of the findings with conclusions.
Reimbursable Expenses
Reproduction, long distance telephone and fax, out-of-town travel expenses, and vehicle mileage
shall be billed at actual invoice cost plus 10 percent.
SCHEDULE OF COMPLETION
TCB proposes to perform the above tasks within 90 calendar days after receipt of the written
Notice to Proceed from the Pearland Economic Development Corporation.
BASIS OF COMPENSATION
Turner Collie & Braden Inc. requests a contract authorization of $286,700 for the professional
services described above. The breakdown provided in Attachment "A" shows the amount
authorized and the method of payment and consists of $141,800 for basic preliminary engineering
services, $139,715 for additional services, and $5,185 for direct reimbursable expenses. Included
as Attachment "B" is the preliminary probable construction cost estimate. This construction cost
estimate will be revised during the preliminary engineering phase as more data and accurate
information become available.
A-8
Turner Collie Braden Inc.
August 22, 2003
Mr. Fred Welch, CECD
Pearland Economic Development Corporation
Page 9
WORK NOT INCLUDED IN THIS PROPOSAL
The following work items are not included in this proposal:
Final Design, Bid Phase or Construction Phase Services
Coordination with or obtaining permits from regulatory governmental agencies for discharge
into Clear Creek
We trust that the information provided above is adequate. Please do not hesitate to call me at 713-
267-3170, Rod McCrary at 713-267-2735 or Jim Keller at 713-267-2787 should you have any
questions or need additional information. Your attention to this matter is sincerely appreciated.
Sincerely,
Bobby J. Adams, P.E.
Vice President
BJA:MRM:lf
Attachments:
Attachment A - Proposed Engineering Fees
Attachment B - Preliminary Construction Cost Estimate
C:\R-FILE~PWD03 AUG~Pearland Economic Development Corp.doc
A-9
Attachment "A"
Proposed Engineering Fees
Service
Amount
Basic Preliminary Engineering
$141,800
Additional Services
Boundary Surveys & Control
Topographic Surveys
Right-of-Way Maps & Documents
$30,730
21,120
53,240
16,500
14,000
4,125
$139,715
Geotechnical Investigation
Hydrologic and Hydraulic Study
Environmental Study
Subtotal Additional Services
Direct Reimbursable Expenses
$5,185
Total Contract Amount
$286,700
Method of Payment
Lump Sum
Lump Sum
Lump Sum
Reimbursable at Unit
Price of $2,420 per parcel
Lump Sum
Lump Sum
Lump Sum
Reimbursable
A-10
Turner Collie(ffBraden Inc.
AttachmenL "B"
UPDATED Probable Construction Cost Estimate
Paving Items
Description
Qty Unit Unit Cost Cost
Kirby Drive - BelV. vay 8 to Clear Creek
Kirby Drive - Clear Creek to FM 2234
Bridge across Clear Creek (260')
5, I00 LF $300 $1,530,000
700 LF $300 5210,000
18,200 SF $60 $I,092,000
Subtotal Paving 52,832,000
Drainage Items
Description
Qty Unit Unit Cost Cost
Inlets
24" RCP
30" RCP
36" RCP
42" RCP "
48" RCP
54" RCP
60" RCP
66" RCP
4' x 8' Box Culverts
Manholes
Detention and Storm Water Quali~
36 EA $1,500 554,000
300 LF $41 $I2,300
300 LF $52 $15,600
300 LF $72 $21.600
600 LF S90 $54,000
300 LF $1!0 533,000
600 LF $130 S78,000
600L~ $165 599,000
600 LF $190 Sl14,000
1,200 LF $260 $312,000
18 EA $l.700 S30,600
42.000 CY $5 $210,000
Subtotal Drainage $1,034,100
Water Items
Description
Qty Unit Unit Cost Cost
t6" Water Line
16" Steel Water Line
Bridge across Clear Creek
5,800 LF S64 $371,200
300 LF 5130 $39,000
ILS $100,000
Subtotal Water $510,200
Sanitary Sewer Items
Description
Qty unit Unit Cost Cost
Manholes
I 0" Sanitary Line
12" San/tary Line
t8" Sanitary Line
Lift Station and Force Main
Bridge across Clear Creek*
Il EA $950 510,450
2,800 LF 525 $70,000
1,000LF $32 $32,000
600 LF 543 525,800
1LS $550,000
ILS
Subtotal Sewer S688,250
$5.064.550
*Utilizes waterline bridge to cross Clear Creek
A-11
8111/2003