R2002-0128 08-12-02 RESOLUTION NO. R2002-128
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO
ENTER INTO AN ENGINEERING CONTRACT WITH CENTURY
ENGINEERING FOR ENGINEERING SERVICES ASSOCIATED WITH THE
PINE HOLLOW DRAINAGE STUDY.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Pearland and Century
Engineering, a copy of which is attached hereto as Exhibit "A" and made a part hereof for
all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a contract with Century Engineering for engineering
services associated with the Pine Hollow Drainage Study.
PASSED, APPROVED and ADOPTED this the 12 dayof August ,
A.D., 2002.
ATTEST:
APPROVED AS TO FORM:
CITY ATTORNEY
TOM REID
MAYOR
CITY OF PEARLAND
STANDARD AGREEMENT
FOR ENGINEERING SERVICES
This Contract (Contract) is made between the City of Pearland, Texas
(hereinafter "City"), and Century Engineering, 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:
EngineedSubconsultant(s) Fee Basis of Compensation
Century Engineering $45,000 Lump Sum
Maximum Contract Amount $45,000
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 study report: January 2003
Attachments:
Scope of Services - Exhibit A
Project Schedule - Exhibit B
Hourly Rates - Exhibit C
Task Hour and Fee Estimate - Exhibit D
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.
3. 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.
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 prepare a project
schedule identified as an attachment to this agreement and submit it for review within
15 calendar days after receiving a Notice-to-Proceed. 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. _Assi.qnment. Engineer shall not assign this Contract without the prior written
consent of the City.
10. Law Governinq 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 ].2 day of August ,20 02
CITY OF PEARLAND
Bill Eisen
City Manager
STATE OF TEXAS
COUNTY OF ~(-~Z~Ci~O.~
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Printed~ame:
Title: ,~z
BEFORE ME, the undersigned Notary Public, on this day personally appeared
~:)p~- { t. C__.CsO..._ , 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.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
Of ~uLc)~-~(-- , A.D., 20 49 %.
DAY
MELINDA K. WE
Notary Pubtto, State o~ Texe~ ~[
MyO~ml~*lon ExCree: ~
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STATE OF TEXAS §
COUNTY OF , .2('.2('.2('.2(7~fft~ §
NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS
Printed Name: ftq.~ ~. Lr'uC{-¢c
My Commission Expires:
.~ BEFORE 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.
,~Z,C_.c~GIVEN UNDER MY HAND AND
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MY COMMI$,~ON EXPIRES
SF~AL OF OFFICE THIS ~/~/'/' DAY
Printed Name: ~/-'~,,¢~ 4¢¢~/¢,~-6"/""
My Commission Expires: ~,,¢¢t//4'Z¢
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OF
CENTURY ENGINEERING, INC.
EXItlBIT "A"
SCOPE OF SERVICES
June 14, 2002
Mr. John W. Har. grove, P.E.
City Engineer / City of Pearland
3519 Liberty Drive
Pearland, Texas 77581-5416
Re~
PINE HOLLOW SUBDIVISIONS
PEARLAND, TEXAS
C.E.I. project NO. 11470-00.0
Dear Mr. Hargrove:
This is in reference to our meeting in your office on Wednesday, June 5, 2002. Pursuant to your request, we
are pleased to submit this proposal for engineering and surveying services relating to the Pine Hollow
Subdivisions.
It is our understanding there are certain areas, within the existing Pine Hollow Subdivisions that have been
reported to have had and have recently experienced a problem with ponding storm water in the streets after
an extreme event rainfall storm. On more than one occasion, it appears that the ~vater surface elevation of
ponding water in certain streets, during extreme event storms, have reached elevations that are considered
as objectionable to the home owners. Furthermore, it has also been reported that after extreme event storms
the rate at which the localized ponding storm water recedes from the streets is very slow compared to the
majority of the subdivision streets. We realize that the City of Pearland is seeking a permanent solution for
the situation of street ponding during extreme event storms.
The herein enclosed proposal for Professional Engineering and Surveying work includes several different
tasks that Century Engineering, Inc. deems necessary to address the problem of street ponding in Pine
Hollow Subdivisions. The items included in this proposal are listed below in a descending order of priority
Investigate detention pond # 6 existing outfall structure known as Outfall "A". The
aforementioned outfall structure is comprised of a combination of reinforced
concrete pipe outfall and an overflow concrete lined weir. Investigating existing
outfall "A" will include the following operations:
Determine the impact of fully removing the existing concrete lined
overflow weir and replacing it with an earthen berm.
Evaluate the existing reinforced concrete outfall pipe and flap gate.
Make recommendations relating to the removal, replacement,
relocation and/or re-orientation of the outfall pipe and flap gate.
June 14, 2002
Mr. John Hargrove, P.E.
Page 2 of 4
2. Investigate the existing concrete pavement summit points (high points) in Pine
Forest Drive. The main areas of investigatio, n will be in two locations described as
follows:
a. Pine Forest Drive, west of Pinehurst Drive and east of Pine Lawn
Drive.
b. Pine Forest Drive, east of Pinehurst Drive and west of Pine
Stream.
The investigation of the above listed pavement summit points will address the
possible ways of eliminating the effect of said summits relating to street sheet flow
and drainage issues. Several different options will be looked at such as completely
eliminating the high points by removing and replacing existing pavement (including
any necessary adjustments to existing pipelines), the usage of siphons to convey
storm water across the problem high point, and cross drainage along the pipeline
corridors.
Investigate and evaluate overflow into and out of existing detention pond # 7. This
investigation shall include looking at ways to improve the conveyance of storm
water runoff from existing detention pond # 7 to existing detention pond # 8.
Emergency overflow swales between said ponds will be evaluated and
recommendations made for improving said swales.
Review Outfall "B" which is the main outfall structure that conveys storm water
runoff from existing detention pond # 8 to Mary's Creek Bypass. Review shall
include looking at any possible way to improve and/or enhance the functionality
and efficiency of the existing outfall structure.
Review, investigate, and evaluate the possible diversion of storm water runoff from
detention ponds # 3, 4, 5, and 6 into existing detention pond # 9. The diversion
could be accomplished by adding a pipe, of adequate size and slope, to connect
pond # 6 to pond # 9. This pipe will allow the conveyance of storm water from pond
# 6 to pond # 9; thus, possibly providing some relief to pond # 6 by introducing
additional storage volume to the detention system.
In addition to the above, the aforementioned possible diversion will be evaluated
for any negative impact on detention pond # 9 system. Furthermore, the outfall of
detention pond # 9 will be evaluated for any necessary changes required to mitigate
any and all negative impact, to pond # 9, caused by or due to the proposed
diversion.
o
Investigate and evaluate the transfer of storm water runoff from detention pond #
3 to pond # 4, from pond # 4 to pond # 5, and from detention pond # 5 to detention
pond # 6. This transfer of storm water evaluation will include, but not limited to,
analyzing the stabilizer pipes and overflow swales connecting the detention ponds,
determining their adequacy (Sizes, Numbers, and Invert elevation) to convey storm
water from one pond to the next downstream pond at an adequate rate and velocity.
June 14, 2002
Mr. John Hargrove, P.E.
Page 3 of 4
7.
Investigate the possible employment and utilization of sump pump stations to pump
storm water runoff from detention pond # 6 and/or detention pond # 8 directly into
Mary's Creek Bypass Channel. The usage of one or more pump stations will be
investigated as an "act alone" solution to the flooding problem.
Investigate and evaluate the possibility of enlarging the existing detention ponds.
The enlargement of existing detention ponds, if physically possible, will allow the
introduction of additional storage volume to the overall detention system; thus,
allowing for lower water surface elevations in the ponds plus an increase in
detention time and capacity, both of which will have a beneficial impact on the
overall drainage system.
Provide Capital Improvement Program recommendations for the implementation
of all solutions addressed in the final engineering report.
10.
Provide probable construction cost estimates associated with each individual
recommended remedy. Each cost estimate shall have a 25% or more contingency
provision added to the base cost estimate.
Additional engineering and surveying work will be performed as a part of this proposal to secure any
necessary field information such as existing top of curb elevations, stabilizer pipes invert elevation, and other
pertinent field data that is needed or required to complete the study. Furthermore, field reconnaissance will
be performed to identify any transient problems with the existing detention ponds and outfall system.
Transient problem such as obstructions, debris, collapsed pipes or manholes and other factors that will affect
the efficiency of the storm sewer and detention pond system wilt be identified and classified.
Alt of the abovementioned tasks, analysis, results, and recommendations will be compiled in a report format
and submitted to the City for consideration. The City of Pearland agrees to provide Century Engineering,
Inc. with hydraulic / hydrologic information, drainage area maps, detention computations or other pertinent
information for adjacent neighboring subdivisions, and Mary's Creek Bypass, provided that said information
is available at the City of Pearland.
This herein enclosed proposal for engineering and surveying work does NOT include the following specific
items:
Detailed construction documents and /or engineering specifications for any
proposed improvements recommended for consideration.
Hydrologic and/or hydraulic (HEC-I & HEC-2) impact analysis of Mary's Creek
Bypass.
June 14, 2002
Mr. John Hargrove, P.E.
Page 4 of 4
Drainage and detention analysis of Pine Hollow Estates section 1 & 2 is assumed
to be available at the City of Pearland and/or the engineering consulting firm
responsible for the design of said Pine Hollow Estates subdivisions. Furthermore,
it is also assumed that a copy of the drainage and detention analysis will be
provided to Century Engineering, Inc. upon request. In the case of the lack of
availability of the aforementioned drainage and detention information, and if
required to conduct and complete a drainage study, an upward adjustment of
$ 6,000.00 to the lump sum price of $ 45,000.00 quoted in this proposal will be
necessary.
D. Cost benefit analysis or prioritization of alternate solutions.
Eo
Construction or contract phase services, associated with any recommendation
presented in the report, are not included in this proposal.
Requests by the City for the engineer to appear at public meetings will be billed at
a pre-agreed upon hourly rate and will be billed on a per diem basis.
The fee for this work covering items 1 thru 10, inclusive, as described above, will be completed for a lump
sum price of $ 45,000.00. Any extra work over and above what is outlined in items 1 thru 10, provided that
it is authorized by the client in writing, will be billed as extra services on a per diem basis at the hourly rate
outlined in the herein attached Exhibit "C".
Very truly yours,
Century Engineering, Inc.
Eddie Taher, P.E.
Vice president
C:WIyFilesLPlNEHOLLOW3A\CITY_PROPOSAL(3)_P1NEHOLLOW_FLOOD.wpd
CENTURY ENGINEERING, INC.
EXHIBIT "C"
PER DIEM COSTS
II.
Classification
Principles
Project Manager
Project Director/Engineer
and Division Manager
Civil Engineer/Senior Design Engineer
Technician/CADD Operator
Inspector
Project Surveyor
Party Chief
Instrument Man
Secretarial/Clerical/Word Processor
Surveying:
3-Man Crew
2-Man Crew
Computer Equipment
Overtime Requested.
Client requested overtime shall be 1.5 times standard rate.
Hourly Rate
$125.00
$100.00
$ 85.00
$ 75.OO
$ 46.00
$ 45.00
$ 60.00
$ 45.00
$ 35.00
$ 35.00
$105.00
$ 80.00
$ 30.00
CENTURY ENGINEERING, INC.
EXHIBIT "D"
MANHOUPdCOST ESTIMATE
BASIC SERVICE
Item No. 1 - Investigate detention pond # 6 existing outfall structure known as outfall "A '
Principal 2 Hrs. ~ 125.00/Hr. = $ 250.00
Project Engineer 10 Hr. ~ 85.00/Hr. = $ 850.00
Engineer 30 Hrs. @ 75.00/Hr. = $ 2,250.00
CADD Operator 20 Hrs. ~ 46.00/Hr. = $ 920.00
Subtotal = $ 4,270.00
Item No. 2 - Investigate the existing concrete pavement summit points in Pine Forest Drive
Principal 1 Hrs. ~ 125.00/Hr. = $ 125.00
Project Manager 2 Hrs. ~ 100.00/Hr. = $ 200.00
Project Engineer 10 Hr. @ 85.00/Hr. = $ 850.00
Engineer 30 Hrs. @ 75.00/Hr. = $ 2,250.00
CADD Operator 20 Hrs. (~ 46.00/Hr. = $ 920.00
Subtotal = $ 4,345.00
Item No. 3 - Investigate and evaluate overflow into and out of existing detention pond # 7
Project Engineer 10 Hr. @ 85.00/Hr. = $ 850.00
Engineer 20 Hrs. ~ 75.00/Hr. = $ 1,500.00
CADD Operator 10 Hrs. ~ 46.00/Hr. = $ 460.00
Subtotal = $ 2,810.00
Item No. 4 - Review Outfall '~ "from pond # 8 to Mary's Creek Bypass
Project Engineer 10 Hr. ~ 85.00/Hr. = $ 850.00
Engineer 25 Hrs. ~ 75.00/Hr. = $ 1,875.00
CADD Operator 10 Hrs. @ 46.00/Hr. = $ 460.00
Subtotal = $ 3,185.00
Item No. 5 - Review, investigate, and evaluate diversion of storm water runoff from detention
ponds # 3, 4, 5, and 6 into existing pond # 9.
Principal 2 Hrs. (~ 125.00/Hr. = $ 250.00
Projec! Engineer 16 Hr. @ 85.00/Hr. = $ 1,360.00
Engineer 40 Hrs. @ 75.00/Hr. = $ 3,000.00
CADD Operator 16 Hrs. ~ 46.00/Hr. = '$ 736.00
Subtotal = $ 5,346.00
Item No. 6 - Investigate and evaluate transfer of storm water runoff from detention pond # 3 to
pond # 4, from pond # 4 to pond # 5, and from pond # 5 to pond # 6.
Project Engineer 12 Hr. ~ 85.00/Hr. = $ 1,020.00
Engineer 40 Hrs. @ 75.00F'rlr. = $ 3,000.00
CADD Operator 15 Hrs. @ 46.00/Hr. = $ 690.00
Subtotal = $ 4,710.00
Item No. 7 - Investigate the possible employment and utilization of sump pump stations
Principal 8 Hr. ~ 125.00/Hr. = $ 1,000.00
Project Manager 8 Hr. @ 100.00/Hr. = $ 800.00
Project Engineer 24 Hr. ~ 85.00/Hr. = $ 2,040.00
Engineer 20 Hrs. @ 75.00/Hr. = $ 1,500.00
CADD Operator 20 Hrs. ~ 46.00/Hr. = $ 920.00
Subtotal = $ 6,260.00
Item No. 8 - Investigate the possibility of enlarging the existing detention ponds
Principal 4 Hr. ~ 125.00/Hr. = $ 500.00
Project Engineer 18 Hr. ~ 85.00/Hr. = $ 1,530.00
Engineer 35 Hrs. @ 75.00/Hr. = $ 2,625.00
CADD Operator 10 Hrs. ~ 46.00/Hr. = $ 460.00
Subtotal = $ 5,115.00
Item No. 9 - Provide Capital Improvement Program Recommendations
Principal 10 Hr. ~ 125.00/Hr. = $ 1,250.00
Project Manager 10 Hr. ~ 100.00/Hr. -- $ 1,000.00
Engineer 10 Hrs. ~ 75.00/Hr. = $ 750.00
Subtotal = $ 3,000.00
Item No. 10 - Provide probable construction cost estimates associated with each individua!
Recommended remedy.
Principal 6 Hrs. ~ 125.00/Hr. = $ 750.00
Project Manager 8 Hrs. @ 100.00/Hr. = $ · 800.00
Project Engineer 12 Hr. @ 85.00//Hr. = $ 1,020.00
Engineer 12 Hrs. @ 75.00/Hr. = $ 900.00
Clerical 10 Hrs. @ 35.00/Hr. = $ 350.00
Subtotal = $ 3,820.00
Item No. l 1 - Produce engineering report.
Principal 2Hrs. ~ 125.00/Hr. = $ 250.00
Project Manager 2 Hrs. ~ 100.00/Hr. = $ 200.00
Project Engineer 4 Hrs. (~ 85.00/Hr. = $ 340.00
Engineer 8 Hrs. ~ 75.00/Hr. = $ 600.00
Clerical/Word Processor 16 Hrs.@ 35.00/Hr. = $ 560.00
Subtotal = $ 1,.950.00
BASIC SERVICES TOTAL
= $ 44,811.00
SAY = $ 45,000.00
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E CENTURY ENGINEERING, INC.
3030 SOUTH GESSNER • SUITE 100 • HOUSTON, TEXAS 77063
�► (713) 780-8871 • FAX (713) 780-7662
century@centuryengineering.com
August 28, 2002
Mr. Alan R. Mueller
Deputy City Manager / City of Pearland
3 519 Liberty Drive
Pearland, Texas 77581-5416
Re: PINE HOLLOW SUBDIVISIONS
PEARLAND, TEXAS
C.E.I. Project NO. 11470-00.0
Dear Mr. Mueller:
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Per your instructions, please find enclosed herein one of the two fully executed copies of the contract with
the City of Pearland for the Pine Hollow Street Ponding Study. We have retained the second copy of the
same contract. Century Engineering, Inc. Tax/ID number is 7418483 81.
If you have any questions or need further information, please let me know.
Very truly yours,
Century Engineering, Inc.
Eddie Taher, P.E.
Vice president
C:\MyFiles\PINEHOLLOW3A\CITY PROPOSAL(6)_PINEHOLLOW_FLOOD.wpd