WA9601B-CN 990406 STANTECH ENGINEERING COMPANY
AGREEMENT FOR SERVICES
Project: Construction Materials Testing Client: City of Coppell
Sandy Lake Road Water Line
Project Location (site): From Wagon Wheel Ranch Elevated Tank to Client Project Number:
Denton Tap Road
STE Project Number: 1599-0152 Owner (if different from Client)
Date: March 26, 1999 Owner Project Number
This contract is by and between: Mail Invoices to:
City of Coppell City of Coppell
255 Parkway Boulevard 255 Parkway Boulevard
Post Office Box 478 Post Office Box 478
Coppell, Texas 75019-4409 Coppell, Texas 75019-4409
(the "CLIENT")
Address Project Correspondence to Client Representative:
and
Kenneth M. Gdffin, P.E.
StanTech Engineering Company
9200 King Arthur Dr. Authorized STE Project Representative:
Dallas, Texas 75247 Kenneth J. Johansen, P.E., Senior Engineer
("STE") EIN: 75-2330818
CLIENT hereby engages STE to provide the services set forth in PART I, at the project described herein ("Project"). CLIENT agrees to pay STE charges
invoiced by STE for services rendered on the Project in accordance with PART II and to be bound by the standard terms and conditions contained herein.
The parties agree:
PART I - Scope of Work (attach "Exhibit I" if more space is required) Construction Materials Testing for the subject project for the Scope of Services
)resented in StanTech Proposal No. 1599-P152, "Construction Materials Testing - Proposal - For - Sandy - Lake - Road - Coppell, Texas, dated March
26,1999,
PART II - Fee (attach "Exhibit I1" if more space is required) The fee will be in accordance with Table 1 "Cost Estimate' of StanTech Proposal No.
1599-P152, dated March 26, 1999.
The CLIENT agrees to pay STE's invoices upon receipt. _~hc"!-'_ ;c;-. .--.cr.t r.~l be rccc'!vcd '.-_".'th!n ?_n ~_~,.: cf !~'_'c!_':?_ -2_ctc, thc CL!E.k!T c;r_-:_-'c_ *_c c!cc ;c~,'" c_-'r.'!'2_':_ chc:;c cf ! .=_
~^-° '-'"' :'_'tcmc,:!c_-!!;' ~c rcd'_'_':c_d tc *_hc ..--.:",!. .--.'_'..m !c;c!_~; c!L-",':':'_, Payment of the invoice shall constitute final approval of all aspects of the worl
~erformed to date by STE. If CLIENT has any objection to any of STE's invoices, CLIENT must so advise STE in writing giving the reasons for such objections within 14 da'Cs
of receipt by the CLIENT of such invoice. if the Projecl is terminated in whole or in part, then STE shall be paid by the CLIENT for all services performed prior to STE's receipl
Of written notice of such termination, including STE's reimbursable expenses, and STE's actual and reasonable shut-down costs.
Disclosure of Hazardous and Toxic Material and Conditions at the Project. (check one)
CLIENT is not aware of any hazardous wastes or substances, toxic materials or conditions or petroleum products ("Hazardous Materials") existing at the
site of the Project, EXCEPT (elect that which is applicable) rn None [] Petroleum Fuels Only
[] Those Items Described(attach "Exhibit II1" if more space is required):
i nature at e
-
STANTECH ENGINEERING COMPANY
STANDARD TERMS AND CONDITIONS
StanTech Engineering Company, heroin "STE", as an independent consultant, agrees to provide to the "CLIENT" the services described in the Scope of Work pursuant to the folkwring
Standard Terms and Conditions which constitute a pad of this Agreement:
ARTICLE 1. SERVICES BY STE:
a. STE will perform the services to be provided by STE pursuant to this Agreement in accordance with generally accepted engineering principles and practices of perforn*~ance
by professionals of ordinary skill existing at the time of performance under similar conditions for the locality where the services are to be performed. STE will reperform any of its
agreed services not meeling this standard without additional compensation. The CLIENT hereby acknowledges thai the Project involves certain inherent dsk factors (such as
limitations on laboratory analytical methods, variations in subsurface conditions and the like) which may adversely affect the results of the Project, even though the services are
paformed with such care and skill. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EITHER EXPRESSED OR IMPLIED. The Scope of Work cannot be changed,
altered or amended, except by wdlten agreement signed by STE.
b. STE's personnel may be present, either full or pad time, to provide observation and field testing of specific parts of the Project in accordance with the Scope of Work s,;t out
hersin. Should a contractor be involved in the Project, STE's work does not include supervision or direction of the work of the contractor, its employees or agents, and the presence
of STE's field representatives and any observalion or testing by STE will not excuse the contractor in any way for the acts or omissions of the contractor. It is agreed that STE will
not be responsible for job or safety on the Project, STE will not assume control of or responsibility for the Project, STE will not undertake the responsibility for reporting to any public
agendes any conditions on the Project except in those instances where STE is required by law to so notify governmental agencies of potential dangers or contamination. The CLIENT
agrees to notify the approFiale federal, state or local public agencies as required by law and disclose, in a timely manner, any information that may be necessary Io prevent any d~lnger
to health, safety or the environment or as may be otherwise necessary concerning the Project.
c. Field test or boring locations described in STE's report or shown on sketches are based on information fumished by others or eslimates made in the field by STE persc,nnel.
Such dimensions, depths or elevations are approximations and are not warranled to be exact.
d. STE will maintain during the performance of the services by it under this Agreement, if reasonably available, (i) statutory Workers' Compensation liability coverage a~d (ii)
Comprehensive General Liability insurance coverage in policy amounts of not less than One Million Dollars ($1,000,000.00).
ARTICLE 2. THE CLIENTS RESPONSIBILITIES:
a. CLIENT has obtained access and right of entry to the Project end hereby grants free access and right of entry to the Project to STE, its agents, staff, consultants and contractors
or subcontractors, for the purpose of performing all acts, studies and research, including without limitation the obtaining of samples and the performance of tests and evaluations,
pursuant Io the Scope of Work.
b. CLIENT represents that CLIENT possesses all necessary permils and licenses required for the performance of the services to be provided by STE under this Agreemert and
for the continuation of CLIENT and STE's activities at the Project.
c. CLIENT will furnish or cause to be furnished such repeals, data, studies. plans. specifications, documents and other information deemed necessary by STE for the proper
performance of STE's services pursuant to this Agreement. STE may rely upon documents provided by the CLIENT in performing the services required under this Agreement;
however. CLIENT-Fovided documents will remain the property of the CLIENT. All documents, including, but not limited to, drawings. specifications. reports. boring logs, field notes,
labaretory test data, calculations and estimates prepared by STE as part of the service, pursuant to this Agreement, will remain STE's exclusive property. CLIENT agrees that all
documents of any nature furnished to CLIENT or CLIENT's agents or designees, if not paid for, will be returned upon demand and will not be used by CLIENT for any pu;pose
whatsoever. CLIENT further agrees that under no circumstances will any documents produced by STE pursuant to this Agreement be used at any location or for any project not
expressly provided for in this Agreement without STE's prior written consent. If CLIENT uses all or any portion of STE's work on another project without STE's written permi..~ion,
CLIENT shall defend. indemnify and hold STE harmless from any and all claims arising from such unauthorized use. No part of any document STE delivers to CLIENT shall be
reproduced or distdbuted, whether for advertising or any other purpose, without STE's written consent.
d, The CLIENT grants to STE a lien on the Project for the cost of all services, expenses and attorney fees provided herein, which lien may be enforced in accordance wil h the
provisions governing mechanic's and materialmen's liens.
e. CLIENT is responsible for accurately delineating the locations of all subterranean conditions, including utilities. STE will take reasonable precautions to avoid known subterranean
conditions which are dangerous.
f. CLIENT agrees to provide STE with continuing information as it becomes available to the CLIENT of any hazardous conditions or petroleum products on or under the Pr3ject.
ARTICLE 3. SAMPLES:
a. At Client's written request, STE will maintain non-hazardous preservable test samples and specimens or the residue therefrom for 30 days after the report date free of storage
charges. Upon written request, STE will retain test specimens or samples for a mutually acceptable storage period and charge; at which time STE at its sole option may raturn
samples to CLIENT or dispose of the samples. The CLIENT will not hold STE responsible or liable for any loss of test specimens or samples after the initial 30 days.
b. In the event that samples contain substances or constituents that may be considered hazardous or detrimental to health, safety. or the environment as defined by federal. state
or local laws, roles, regulations, or ordinances, STE will after completion of testing and at CLIENT's expense (i) return such samples to CLIENT, or (it) at the Client's written re,:luest
and using a manifest signed by the CLIENT as generator, the CLIENT may arrange with a transporter for transport for disposal or treatment of such samples to a location sel,.~cted
by the CLIENT.
c. CLIENT agrees to pay all costs plus a reasonable handling charge associated with the storage, transport and disposal of samples. The CLIENT recognizes and agree~ that
STE does not own or assume title to such samples. All such samples are considered owned and possessed by the CLIENT.
ARTICLE 4. PUBLIC LIABILITY: In the event any third party brings suit or has a claim for bodily or personal injury, death, property damage, claims, losses, expenses or dama(;~es of
any kind or description arising out of or in any way related to the Project or the Agreement, the CLIENT and/or STE will each defend its respective interests, shareholders, directors. off, cers,
employees and contractors and pay its own costs of litigation.
ARTICLE E. LIABILITY TO CLIENT: STE's total liability to the CLIENT for any claim, including but not limited to personal injury, death, properly damage. claims, losses. expenses or
damages of any kind arising out of or related to the Project or this Agreement shall not exceed $50,000 or the amount of the Fee received by STE under this Agreement, whichever is
greater. The limitation may be raised if CLIENT agrees to a surcharge equal to 4% of the Fee as set forth in Exhibit "11".
ARTICLE 6. ENVIRONMENTAL LIABIUTY: it is understood that STE is not now and will not become under the terms, conditions or performance of this Agreement a handler, generator,
operator, treeter, storer, transporter or disposer (collectively "Disposer") under any federal, state or local environmental law or regulation, including but not limited to the Res~>urce
Conservatio4q and Recovery Act of 1976 and the Comprehensive Environment Response Compensation and Liability Act. each as amended (collectively "Environmental Laws") an d Ihe
CLIENT agrees to defend, hold harmless and indemnify STE and its ofrK:ers, directors, employees and shareholders from and against STE's exposure to undisclosed Hazardous Materials,
and any and all claims. liabilities, losses, damages, causes of action, penalties, fines, costs and expenses including but not limited to attorney fees (collectively "Claims") resulting from
or in connection with CUENT'S violation of any terms, conditions and provisions of this Agreement, CLIENTS presence at or actions in connection with the Project, the CLIENTS c,r any
other party's violation of any Environmental Laws, as well as any and all Claims that STE is a Disposer.
ARTICLE 7. ASSIGNMENT: Neither the CLIENT, nor STE may delegate, assign. sublet or transfer its respedive duties. benefits or interests in this Agreement including but not limited
to reports, recommendations and data without the prior wdtten consent of the non-assigning party, arising out of the work, except STE may retain the services of subcontractors to ~ssist
STE in performance of this Agreement.
ARTICLE 8. TERMINATION: This Agreement may be terminated by either party on written notice to the other pady. If this Agreement is terminated, STE will be paid in full for all services
performed through the termination date, in addition to STE's reasonable shut-down cosIs.
AR'rlCLE 9. FORCE MAJEURE: STE is not responsible for damages or delay in performance caused by acts of God. strikes, lockouts, accidents or other events beyond the reaso;~able
control of STE.
ARTICLE 10. NO THIRD PARTY BENEFICIARIES: This Agreement gives no rights or benefits to anyone other than the CLIENT and STE and this Agreement has no third party
beneficiaries.
ARTICLE 11. SURVIVAL: All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating the responsibility or liability between CLIENT
and STE shall survive the completion of the services and the termination of this Agreement.
ARTICLE 12. INTEGRATION: This Agreement and the documents attached hereto and which are incorporated heroin constitute the entire agreement batwsen the padies and cannot
be changed or amended except by a written instrument signed by all parties hereto.
ARTICLE 13. GOVERNING LAW AND VENUE: This Agreement shall be governed in all respects by the laws of the State of Texas. Each of the parties hereto shall only enforce a :laim
arising oul of this Agreement in the appropriate sbate or federal court having subject and personal jurisdiction located in Dallas, Texas. For purposes of any action or proceeding inst~ tuted
with reaped to any such claim, all of the padlos hereto irrevocably submit to the jurisdiction of such courts and irrevocably consent to service of process out of such courts by mat !ing a
copy of the summons and complaint, by certified mail, return receipt requested, postage prepaid to each party at the address provided for such party in this Agreement.
ARTICLE 14. INDEPENDENT CONTRACTOR: In performing services under this Agreement, STE shall operate as, and have the status of, an independent contractor and shall n,~t act
as or be an employee of the CLIENT.
ARTICLE 15. NOTICE: Notices shall be sufficiently given if either physically delivered or sent by certified mail, postage prepaid, to each of the parties at the address noted for such pady
in the introductory paragraph of this Agreement, or such other address as shall be furnished in writing by either party.
~~'BC'h Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
26 March 1999 StanTech Proposal No. 1599-0152
Mr. Kenneth M. Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
RE: Construction Materials Testing and Inspection
Professional Services Proposal for
Sandy Lake Road Water Line
From: Wagon Wheel Ranch Elevated Tank
To: Denton Tap Road
Coppell, Texas
Dear Mr. Griffin:
StanTech Engineering Company (StanTech) is pleased to provide this proposal
for Construction Materials Testing and Inspection Services for the referenced project.
Following are a scope of services and cost estimate for your review.
SCOPE OF SERVICES
We have based our scope of services and cost estimate on the Project Manual
and construction drawings which you have provided. The scope of services anticipated
includes:
A) Performance of proctor compaction and nuclear field density tests on
compacted fill soils;
B) Performance of concrete testing including air content, slump, and cylinder
compression tests on specified concrete placements.
The assumptions made regarding testing frequencies consider the potential that
a decreased frequency of in-place density tests may be performed as experience is
gained with the soil compaction procedures.
Mr. Kenneth M. Griffin, P.E.
26 March 1999
Page Two
COST ESTIMATE
Table I, attached, presents a detailed estimated cost. Our estimate is a
recommended budget amount based upon a moderate construction schedule. We
believe our amount is realistic for this project; however, the actual work performed may
be increased or decreased depending upon the contractor's progress. We will honor
the unit prices presented in this proposal and will invoice only for services actually
rendered. We have provided a copy of our General Fee Schedule - Exhibit I for your
review.
SCHEDULING
We are prepared to schedule a soils technician to pick up proctor test samples
upon notification by the City of Coppell construction inspector. Subsequent in-place
density and concrete tests will be scheduled upon request of the construction inspector
to the StanTech dispatcher.
ACCEPTANCE
StanTech is pleased to provide this proposal and looks forward to working with
the City of Coppell on this project. You may authorize this work by executing both
copies of Exhibit II, Agreement for Services, and returning one copy to the
undersigned.
Sincerely,
StanTech Engineering Co.
Gary D. Dry
Manager Senior Engineer
Table I
Construction Materials Testing for
Sandy Lake Road Water Line
From: Wagon Wheel Ranch Elevated Tank
To: Denton Tap Road
Coppell, Texas
StanTech Proposal No. 1599-P152
26-Mar-99
Estimated Unit Estimated
Service Description Quantib/ Units Price Cost
Task A: Earth Work ( Utility Trench Backfill)
Standard Proctor Compaction Test - (On-site Native Material) 4 Each $125.00 $500.00
Nuclear Field Density Test
Pavement Subgrade * I TestJ5,000 S.F./Lift 3 Each $25.00 $75.00
Trench Backfill - 1 Test/300 LF./Lift * 240 Each $25.00 $6,000.00
Daily Mobilization Charge (per day) 24 Day $30.00 $720.00
Secretary - Report Preparation @ .25 hr./report 24 Rpt. $10.00 $240.00
Project Manager - Report review @ .25 hr./report 24 Rpt. $22.50 $540.00
· (Estimate based upon 9,300 linear feet and 8 - 10 inch loose lifts)
Subtotal $8,075.00
Task B; Concrete
Engineering Technician - Concrete testing and sampling - Portal to Portal 12 Hours $32.00 $384.00
Compresslye Strength Test Cylinders 16 Each $13.00 $208.00
(4 Cyls/50 C.Y. or Fraction Thereof/Mix/Day of Structural Concrete)
Secretary - Report Preparation @ 0.25 hr./report 4 Rpt. $10.00 $40.00
Project Manager - Report review @ 10 min./report 4 Rpt. $15.00 $60.00
Subtotal $692.00
Task C: Project Mana~ement
Project Manager - Jobsite Meetings, & Quaility Assurance 2 Hours $90.00 $180.00
Subtotal $180.00
Contingency - Approximately 5% 1 Each .$447.35
Estimated Total Cost $9,394.35
StanTech Engineering Co., Dallas, Texas
2
Principal Engineer ................................... $125.00 Drilling without Soil Sampling, below 50 ft., per foot .......... 8.00
Senior Engineer ...................................... 100.00 Drilling with Soil Samples, 0 - 50 f~., per foot ............... 9.00
Project Manager ..................................... 90.00 Drilling with Soil Samples, below 50 ft., per foot ............ 10.50
Project Engineer/Scientist ............................ 80.00 NX-Size Carbide Bit Rock Coring. 0 - 50 ft.. per foot ........ 15.00
Staff Engineer/Scientist ............................... 70.00 NX-Size Carbide Bit Rock Coring, below 50 ft., per foot ...... 18.00
Senior Engineering Technician ........................... 55.00 NX-Size Diamond Bit Rock Coring, 0 - 50 f~., per foot ....... 16.50
Cersified Engineering Technician ........................ 36.00 NX-Size Diamond Bit Rock Coring, below 50, per foot ........ 19.00
Engineering Technician ................................. 34.00 Mobilization, per mile ................................... 2.00
CADD Technician ..................................... 50.00 Drill Rig and Crew of 2, per hour ........................ 105.00
Secretary .......................................... 40.00 Footnote:
Footnote: PHi ling pHct~ li~t~d are for comparison purpo'~ only. 5pt~i~c proJe~t pricing will
Travel time will be charged at rt~Jular hourly rates. Overtime will be charged at the rai~ quol~d on request.
of 1.`5 time3 the regular hourly rat~ for hours worked over eight (8) hour~ on Monday ............................. ~,~..~., ................. .................,,~. .........
worked on Saturdays. 5ervic~ performed on 9unday~ and holiday9 will be bills& ~
time~ the rt_-~jular houdy ra'¢~. Charge~ will rm~ 1.,51;ime~ the re~Jular hourly ral;~ with
daily minimurn~ of 4 and 8 hour~ for a~:~il~iorl~ ana court, i;{~timony, r~pec~ively, Attarberg Limi~ ..................................... ~/~1~.00
Minus 2OO-Mesh Sieve ................................ 25.00
Grain Size Analysis ...................................
Hydrometer Analysis ................................. 80.00
Classification of Soils, per sample ....................... 25.00
Repors Cedcification, each ............................ $35.00 Un~ Weight and Moisture Content ....................... 12.00
Outside Services .................................. Cost x 1.15 Specific Gravity of Clay ............................... 40.00
Travel, Subsistence ............................... Cost x 1.15 Moisture Content ...................................... 4.00
Printing, Courier, Postage .......................... Cost x 1.15 Pocket Pen~t, romet~r Test .............................. ~.OO
Default per diem ...................................... 75.00 Uncon~ne~l Compressire Strength (0.~) .................. ~0.00
Communications Mark-Up Out-of-Town Jobs and/or Client~ ..... 2% Q~ with Stress/Strain Graph ........................... 55.00
Color Copies, per page .................................. 1.50 Triaxial Compression ................................ per oLuot~
Copies, per page ....................................... 0.15 Direc~ Shear ...................................... per quot~
Fax, per page .......................................... 1.00 Permeability (EM 1110-2-1906) ......................... 120.00
Pho~ographs, ~x5 or 4x6, each .......................... 1.00 Permeability (ASTM D 50D4) .......................... 115.00
Pickup Truck - Jobsite, per hour .......................... 4.00 Consolidation ..................................... per quot~
Car or Light Truck, per mile .............................. 0.4-5 Free-Swell (% swell under applied load) .................. 60.00
Surveying Instruments, par day ......................... 25.00 Pressure-Swell (up to 9 t~f) ........................... 100.00
Sample Pick~Up Charge (DFW Area) ...................... 25.00 Remolding Samples, per sample ......................... ~5.00
Minimum Trip Char~ (PFW Ar~a) ....................... ~5.00 EarnFie Trimming and Freparaf~ion, as require~t, per sample ..
Dit Wear for Coring, per inch ............................. :5.00 Bar Linear Shrinkage Test, per ~aoh ..................... 20.00
Core Hole Patch, per each .............................. 12.50 Sample Preparation for Bar L.S. Test .................... 10.00
Coring Equipment, per da~ ............................. 50.00 Standard Proct~r Compact, ion Test ..................... 125.00
Floor Flatness (Dips~ick), per hr ......................... 10.00 Modified Proctor Compaction Test ...................... 140.00
ForSable Generator, per day ............................ 25.00 Tax-11:5-E Compaction Test ........................... 225.00
Nuclear Den~il;y Gau~e, per hour ......................... 5.00 Tax-114-E Compaction Ratio Test ...................... :550.00
LANDTEC GA-SO Gas Ms~r, ar, per day .................... 15.00 Relative Density Test ................................. 100.00
Field Density by Nuclear Method, (6 minimum) ............. 2.5.00
Field Density by Nuclear Mel;hod,(with labor charges), each . . 15.00
pH/Lime Series Test .................................. t00.00
Drilling without Soil Sampling, 0 - 50 ft.., per foot .......... $6.00 Atl~rberg/Lime Series Test ........................... 180.00
2
Loss on Ignition of Fly Ash .............................. 20.00
Minus 200-Mesh Sieve ............................... $25.00 Pozzolanic Activity of Portland Cement .................. 150.00
Grain Size Analysis (Dry Method) ....................... 25.00 Pozzolanic Activity of Hydrated Lime .................... 90.00
5-Cycle Sulfa~e Soundness ............................ 175.00 Mortar Bar Drying Shrinkage lncr ....................... 165.OO
Additional Cycles, each ............................. 30.00
Fractured Faces ...................................... 25.00
Angular Particles ..................................... 25.00 Extraction & Gradation ............................. per quote
Sand Equivalent ..................................... 65.00 Laboratory Density & Stability (3) .................... per quote
Organic Impurities (Colormetric) ......................... 20.00 Core Density ...................................... per quote
Specific Gravity ...................................... 25.00 Max. Theoretical Specific Gravity ..................... per quote
Absorption ........................................... 20.00 Hot-Mixed Aspbaltic Concrete Mix Design .............. per quote
Dry Roddeal Unit Weight ................................ 20.00 Additional Mix Design with Same Aggregates ........... per quote
Moisture Content ...................................... 5.00
Los Angeles Abrasion ................................. 150.00
Sample Preparation ................................ 60.00
Wet Ball Mill ......................................... 150.00 Batthing, Mixing & Casting of Mortar Cubes, set of three , $60.00
Sample Preparation ................................ 60.00 Cube Compressire Strength ............................ 13.00
Acid Insoluble Residue ................................. 45.00 Grout Cyl. Compressire Strength ........................ 13.00
Loss on Ignition ...................................... 30.00 Masonry Unit Com pressive. Strength .................... 30.00
Masonry Prism Compressire Strength ................... 100.00
Flexural Strength Beam ................................ 20.00
Splitting Tensile Strength ............................. 40.00 Infrared Inspection, per square foot
Modulus of Elasticity ................................. 40.00 10,000-40,000 SF ............................... $0.040
Core Length Determination ............................. 10.00 40,000-80,000 SF ................................ 0.035
Core Compressire Strength ............................. 18.00 Over 80,000 SF .................................. 0.030
End Prep. per inch of dia. (if needed) ...................... 2.50 Minimum Trip Charge .............................. 450.00
Mix Design (incl. aggregate test) ....................... 165.00 12" x 12" Test Cut Analysis
Additional Mix Design, with same aggregates ............. 100.00 1-3 Samples, each ................................. 275.00
Water/Cement Ratio Design .......................... 500.00 4-10 Samples, each ............................... 250.00
Over 10 Samples, each ............................ 225.00
1-3 Samples, each ................................ 225.00
t11111111 II. ,,.. 70.00 Over 10 Samples, each ............................. 175.00
THOMAS J. KELLY
President
3400 N. Lincoln, Okla. City, OK 73105 (405) 528-0541
SHIMEK, JACOBS & FINKI,EA, L.L.P.
CONSULTING ENGINEERS
8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900
ROSS L. JACOBS, P.E.
RONALD V. CONWAY, P.E.
JOHN W. BIRKHOFF, P.E.
JOE R. CARTER, P.E. March 30, 1999
GARY C. HENDRICKS, P.E.
I. C. F1NKLEA, P.E.
Mr. Kenneth M. Griffin, P.E.
City of Coppell
Post Office Box 478
Coppell, Texas 75019
Re: Sandy Lake Road Water Line
Project Number WA 96-01AL~
Dear Mr. Griffin:
As you requested, we have received and reviewed the proposal from StanTech Engineering Company for
construction materials testing and inspection services on the Sandy Lake Road Water Line project (Project
Number WA 96-01A). We have reviewed the scope of service proposed and the general fee schedule provided
and offer no objections.
We are forwarding two copies of the proposal for your consideration and are available to discuss this project
further at your convenience·
Sincerely y, rs /
7SincerelY~~
/
Enclosures
j:\clerical\coppell\98~167\letters\const\k\testingdoc