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ST9703-PR05042248'71 ClqSF1Sq~8 Tc,:9i8 i014 ZSlkl F'.i 8908 Am bassador Row Dalla.~, Texas 75247 Telephone (214) 630-9745 Facsimile (214) 630-9819 From: Jay Canafax Fax: ~'~. - ~O~ - 3~-7 © Pages: (including cover) ~ Re: CC: r~ Urgent [~riginal to be mailed [] Please Comment [] Pleas. Rlply ~ For Your File [] Signature Requested [] For Review [] Please Recycle · Comments: NOTICE OF ¢ONFIIDENTIALITY ENVIRONMENTAL / GEOTECHNICAL i CONSTRUCTION q ESTING DALLAS t FORT WORTH / HOUSTON SINCE 1972 AF'R-22-2~5 12:~1F~orr~AIRLCIGIX 21~0T12~58 To~gT2 ~0~ 5570 P.2~12 Rone Engineenng April 22, 2005 Ms Suzan Taylor City of Coppcll P.O. Box 9478 Coppell, Texas 75019 Re: SI' 97-03 Mac,~thur Boulevard Widening Coppel], Texas Proposal Nc>. 05-7772 Dear Ms. Taylor: Roue Engineering Services, Ltd (Roue) under,bands that we have bccn selected based solely on our qt*alificatious and that thc City of Coppell is currently negotiating scope and fees with oidy Rone at this time fk)r quality control s¢rvices for the referenced prolect. For the purpose of this proposal, we have estimated quantmes and tests that will be requi;cd in accordance with the Plans and Information Provided. Tb2s is only an estimate for budgetary purposes 'Die aCt'L~] COSTS for CMl' serxfices can decrease or increase w~th chaogc~ in thc scope of work or with the contractor's work method. Ron¢'s total fcc will be based on the actual amount of teehnicizm lh2ac and laboratory testing required itl' the project These services will bc perforated on a unit price basis in accordance with thc att~ched Schedule of Sm'ices and Fees Roue meets thc rcqmrements of ASTM E329 and is an active parlicipar~t in thc CCKL and AA. SHTO sample proficiency programs and is currcntly A2LA & AASIITO accredited. Roue tuts cxpc~cnccd pcrsmmel to pertbrm tlie necessary CMT ~erviccs in accordance with the project specifications By execution ofthi~ proposal, thc undcrsigncd Client acka~owledges and agrees that the docum=nt emil]cd "Terms and Conditions" has been provided or made availabI¢ lo Client and Client agrees that such Terms and Conditior~ shall bc applied to the present Proposal and shall be fully bimlLng upon Clicnt. The 'temps and Conditions are fully incorporaled mbo tiffs Proposal by reference as if set forth at length. We appreciate the opportunity to submit t,h2s proposal for CMT sen, ices and look forward to ~vorking with you during the construction phase of t}~is project, lFthcrc are any questions conccrrLing th./s proposal or if we can he of further asslsla~acc, Page 1 of 4 ~?~-c'W-c'U8% 12:41 From:HIRLU~aI:>: ~14871c_458 To:97~ 584 3578 P.5¢~2 April 22, 2005 Proposal No~ 05 7772 RONE ENGLNEERING SERVICES, LTD. Construction Materials Engineering and Testing Basic Services and Cost Estimate ST 97-03 MacArthur Boulevard Widening DESCRIP I'ION Estimated quantit3, Unit Rate Estimated Total EARTHV¢ORK Moisture Density Relationship A$IM D 698 (each) 1.0 Atterberg Limits (each) ] ,0 EngineCnng Tectufician (hom'ly) 18.0 h: Place Dcmsity Test (each) 16.0 Transportation Charge (tn p) 9.0 Enginccwi_ng & Report Review (hourly) 3.0 ASsulllpliOIl£ 2 den,;ity teqtq for each vmqt ~-)n¢ ]kine closure only at ~ timc pot direction $130.00 $40.00 $27.50 $13.00 $13,00 $55,00 CONCRETE Concrclc Inspection (hour133 Concrete Test Cylinders (each) Rcmforckng Steel h~spection ('horn ly) Transportation Charge (trip) Eng21ceri2g & Report Review (hourly> $130.00 840.00 $495.00 $208.00 $117.00 $165.00 12.0 $2Z50 $330.00 16 0 $13.00 $208.00 4.0 $35.00 $140.00 6 0 $1300 $78.00 2.4 $55 00 $132.00 ESTIMATED BUDGE'I' All time is for a rain/mum of two hours or as noted, Overtime will bc charged for all hours worked before 7:00am and atSer 5:00pm, for any time in excess of 8 horn's per day or 40 hours per week, Saturdays, Sundays and Holidays, All time is Portal to Portal, Projec'r Fr~ginccrmg services on materials engineering :md testing for consultation, analysis, report preparation and review, sapcr,,ision and scheduling of field and laboratory persmmel will typically bc 0,3 to 0.5 hours per report. City. of Coppell Proposal No. 05-7772 By. Position: Date: $2.043.00 Page 2 of 4 F~?R 2}~-2UU% i2~ ql Fr om~ AIRLH~Ii i 21q:~Tl~q~O T~: ~T2 50q 557~J P. q ~ 12 April 22, 2005 Proposal Ne 05~7772 Project: RONE ENGINEERING SERVICES, LTD. Construction Malerials Engineering and Testing Basic Services and Cost Estimate ALTERNATE A ST 9%03 MacArthur Boulevard Widemng DESCRIPTION Estimated Quantity. Unit Rate Estimated Total EAR'f H'~VO 1~,< Moisture Density Relatiortsl~ip ASTM D-698 (each) Attcrber[z Limits (each) 2.0 Engineenng Technician (hourlyl 24.0 In Place Density Test (each) 12 0 Transportation Charge (trip) 12.0 Engineering & Report Review (hourly) 48 Ae. sumpti(mS. I density for ev'cm~ 300 lineal feet c, fpaving gubgrude, } dealsll~,' test tot ever) pre-pared pu,,er mplac~nent section CONCRETE Concrete inspection (hourly) Concrete Test Cylinders (each) Reinforcing Steel Inspection (hourly) Transportation Charge (trip) Enginccx/ng & Report Review (hourly) As:,umptions: 1 s~ of 4 concrete tcs¢ ~'lindcrs per trip 16.0 24.0 6.0 8.0 36 $130.00 $40,00 $27.50 $13,00 $13.00 $55.00 $27.50 $13.00 S35.00 $13.00 $55.00 S260,00 $80.00 $660.00 S156,00 S156.00 S264.00 $440.00 $312.00 $210.00 $104.00 $198,00 ESTIMATED BUDGET $2,840,0o Page 3 of 4 April22.2005 Proposal No. 05-7772 Project: RONE ENGINEER13~'G SERVICES, LTD. Construction Materials Engineering mtd resting Basic Services and Cos! Estimate ALTERNATE B ST 97 03 MacArtlmr Boulevard Widening DESCRIPI'ION Estimated Unit Estimated Quantity Rate Total EARTllVgORK Moisture Density Relationship ASTM D-698 (each) Atterberg Limits (each) Engineering Techmcian (hourly) In Place Density Test (each) I r,-msportation Charge {trip) Engineering & Report Review (hourly) Assumptions: 1 det~:61y re,z1 tot ttvcry prepared paver rcTlacemem sectlc, n CONCRETE Concrete h~spcction (hourly) Elowable Fill Test Cylinders (each) Transporlation Ch~uge (trip) En~neering & Report Review (hourly) A~tumptions: I set of 4 flowable fdl test cylinders poi trip. ASPHALT Engineering Technicia,u (hourly) Extraction and Gradation (each) Maximum Theoretical Specific Gravity (each) Asphalt Coring (hourly) Asphalt Core Eqmpmcnt Charge (each) In-Place Density m~d D/ickness Test (each) Transportation Charge (trip) Engineering & Report Review (hourly) 1.0 $13000 $130.00 1.0 $40.00 $40.00 12.0 S27.50 $330.00 6.0 $13.00 $78.00 6.0 $13.00 $78.00 2.4 S55 00 S132.00 16.0 $27 50 $440.00 24,0 $13.00 8.0 $13.00 $104.00 3.6 $55.00 $198.00 12.0 $27.50 $330.00 2.0 $155.00 $310.00 2.0 S66,00 $132.00 4.0 $27,50 $110 00 6,0 $25.00 $150.00 6.0 $20.00 $120.00 4.0 $13.00 $52.00 1.8 $55 00 $99.00 E S TI3/IA'fED BUDGET $3,145.00 P~¢4of4 APR~22-2OU5 12:ql From:~IRLUGIhl 214871aq58 TERMS AND CONDITIONS To:'~Ta 384 3578 P.6 la S~CTION 1: PARTIES AND SCOPE OF WORK: Rone Engineering Se~i~s. Ltd. (hereinafter referred [o as 'Ro~e') shall ir, cJude Sa~ company or it5 panicular division, assigns,, su~essors, subsidiary et affdiate perfonming the SECT[ON 6: SAMPLE DISPOSAL: Unless other, Mse a§~eed in writing, test amounts inwJced s~d not paid or obJeCted t~ [or v~lid cause in wddng within SECTION 8: WARRANTY: RONE'S SERVICES WiLL BE PERFORMED, iTS WITH ITS PROPOSAL AND THESE TEEMS AND CONDITIONS, AND WITH AND SKILL ©P, DINARILY EXERCISED UNDER SIMILAR CIRCUMSTANCES ~Y MEMBERS OF ITS PROFESSION THIS WARRANTY IS IN LIEU OFALL CONSTRUED AS R~PRESENTATIONS OF FACT. SHOULD RQN~ OR ANY OF ITS EMPLOYEES BE FOUND TO HAVE BEEN AGGREGATE AMOUNT OF THE LIABILITY OF RONE IT'S OFFICERS, EMPLOYEES AND AGENTS SHALL ~l~ LIMITED TO $25,00g 00 OR THE IS GREATER AGREEING TO PAY RONE A SUM EQUIVALENT TO AN ADDITIONAL AMOUNT OF 10% OF TNE TOTAL FEE TO BE CHARGED FOR RONE'S SERViCFS THiS CHARGE tS NOT TO BE CONSTRUED AS BEING A AVAILABLE, AND ONLY ONE SUCH AMOUNT WILL APCLY TO ANY PROJECT REGARDLESS OF THE NUMBER OF CLAIMS OR CAUSES, O¢ ACTION ARISING OUT OF THE WORK CLIENT WAIVES ANY AND ALL CLAIMS FOR CONSEQUENTIAL, SPECIAL OR PUNITIVE DAMAGES AGAINST RONE ARISING OUT OF OR RELATING TO THE WORK. pa~eI ~ o: ~ ......... ~PF. 22 20~5 12:45 From:~4IPLO~I: UNDERSTANDINGS B~TYVE~N THE PARTIES VOLUNTARILY AND KNOWINGLY ENTERED INTO. AND SHALL APPLY TO ALL THEORIES OF RECOVERY INCLUDING. RUT NOT LIMITED TO B~CH OF CONTACT. WAR~N~. TORT (INCLUDING NEGLIGENCE). STRICT OR STATUTORY L~lLl~. OR ANY OTHER CAUSE OF ACTION. EXCEPT FO~ WILLFUL MISCONDUCT OR GROSS NEGLIGENCE THE PARTI[S ALSO AGREE ~T CLIENT WILL NOT SEEK DADOES JN EXCESS OF THE Lf~[TATiONS INDIRECTLY THROUGH SUITS WITH OTHER PARTieS WHO ~Y JOIN RONE AS A THIRD PARTY DEFENDANT PARTIES M~NS CLIENT AND GEOTECHNICAL ENGINEER AND THEIR OFFICERS. ~MPLOYEES. AGENTS. AFFILIATES. AND SU~CONT~CTORS SECTION 9: H~RDOUS MATERIALS: Nothing contained within this agreement shall be construe~ or in[erpreted as requirin9 Rone to assume the status of an owner, opera,or, generator. 5tour t~anspo~er, creator ordisposal s~atute or r~ulation governing the ge~eratlo~, trAnspolar;on, t~atment. ~14S718458 To:972 gLO4 ~57~3 P,7 12 any and all damages ~ pmpe~ ¢~dudi~g ~e ross of use ~emo~ mgardle~ Gl WI~OUT LiMITATiON. INJURIES. ~. OR O~GES ~[CH ~ISE SECTION 18: COLLECTION OF A~OUNTS OWED TO RONE; In t~