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WA9801-SY 990525StanTech Engineering Co 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 25 May 1999 StanTech Proposal No. P-0019 Mr. Kenneth M. Griffin, P.E. City of Coppell 255 Parkway Boulevard Post Office Box 478 Coppell, Texas 75019 '!.~.09 RE: Construction Materials Testing and Inspection Professional Services Proposal for State Highway 121 Water Line From: Sandy Lake Road To: 675 Feet South of Corporate Drive 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. 25 May 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 contractors 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. Manager Senior Engineer cc. Mr. Gary Hendricks Shimek, Jacobs & Finklea, LLP Consulting Engineers Table I Construction Materials Testing for State Highway 121 Water Line From: Sandy Lake Road To: 675 Feet South of Corporate Ddve Coppell, Texas StanTech Proposal No. P-0019 25-May-99 Service Description Task A: Earth Work ( Utility Trench Back~illl Standard Proctor Compaction Test - (On-site Native Material) Nuclear Field Density Test Pavement Subgrade - 1 Test/5,000 S.F./Lift Trench Backfill - 1 Test/300 L.F.ILift * Daily Mobilization Charge (per day) Secretary - Report Preparation (~ .25 hr./mport Project Manager - Report review ~ .25 hr./report · (Estimate based upon 4,200 linear feet and 8 - 10 inch loose lifts) Task B; Concrste Engineering Technician - Concrate testing and sampling - Portal to Portal CompressWe Strength Test Cylinders (4 Cyls/50 C.Y. or Fraction Thereof/Mix/Day of Structural Concrste) Secretary - Report Preparation ~ 0.25 hr./report Project Manager- Report review @ 10 min./report Estimated Quantity Units Unit Price Estimated Cost 3 Each $125.00 $375.00 3 Each $25.00 $75.00 112 Each $25.00 $2,800.00 12 Day $30.00 $360.00 12 Rpt. $10.00 $120.00 12 Rpt. $22.50 $270.00 Subtotal 6 Hours $32.00 $192.00 8 Each $13.00 $104.00 2 Rpt. $10.00 $20.00 2 Rpt. $15.00 $30.00 Task C: Proiect Manaoement Project Manager - Jobsite Meetings, & Quaility Assurance Contingency - Approximately 5% Eatsmated Total Co~t StanTech Enginesring Co., Dallas, Texas 2 Hours I Each Subtotal $90.00 SubtotBI $346.00 $180.00 $180.00 $226.30 $4,752.30 Stan Tech STANDARD FEE SCHEDULE (1998-1999) Principal Engineer ................................... $125.00 Senior Engineer ...................................... I00.00 Project Manager ...................................... 90.00 Project Engineer/Scientist ............................. 80.00 Staff Enginr~r/SGient,iet ............................... 70.00 Senior Eneineerine Technician ........................... 55.00 Certifie~d Engineering Technician ......................... 36.00 Engineering Technician ................................. ;54.00 CAOP Technician ...................................... 50.00 Secretary ........................................... 40.00 Pootnot~. Report Cert,*~cat!on, each ............................. $~5.00 Outside Eelices ................................... Cost x 1.15 Travel, Subsistence ................................ Cost, x 1.15 Fdnt~ng, Courier, Foetags ........................... Cost x 1.15 Oefault per diem ...................................... 75.00 Communications Mark-Up Our~of-Town Jobs and/or Clients ..... 2% Color Copies, per page ................................... 1.50 Copies, per page ........................................ 0.15 Fa~ per page ........................................... 1.00 Photographs, ~x5 or 4xS, each ........................... 1.00 Pickup Truck - Jobsite, per hour .......................... 4.O0 Car or Light, Truck, per mile .............................. 0.45 Surveying Instruments, per day ......................... 25.00 5ample rick-UpCharoJe (DFWAroa) ...................... 25.O0 Minimum THp Charge (DFW Area) ........................ 85.00 Dit Wear for Coring, per inch ............................. 3.00 Core Hole Fatch, per each ............................... 12.50 Coring Equipment, per day .............................. 50.00 Floor Flatness (Plpstlck), per hr. ......................... 10.00 Fortable Generator, per day ............................ 25.00 Nuclear Density Gau(de, per hour ......................... 5.00 LANIDTEC GA-90 Gas Meter, per day .................... 75.00 Drilling without Soil Sampling, 0 - 50 fL, per foot .......... ~6.00 DHIling without, Soil Sampling, below 50 if,., per foot ......... 5.00 O~lling with Soil Samples, 0 - 50 ft., per foot .............. 9.00 [Drilling with Soil Samples, bslow 50 ft., psrfoot ............ 10.S0 NX-Size Carbide 5it Rock Coring, 0 - 50 ft,, per foot, ........ 15.00 NX-~ize Car~ido I~it Reck Codng, below 50 fr,., perfoot ...... 1&O0 NX-Slze Diamond I~it li~ock Coring, 0 - 50 ft., per foot ....... 16,950 NX-Size Diamond 15it Rock Coring, ~elow 50, per foot ........ 19,00 MobiJization, per mile .................................. 2.00 DrilJ Rig and Crew of 2~ per hour ....................... 105.00 t=ootnot~ DHIll,e Fric~ lier~d are f~r ~omFideotl purposes o~ly. eFer~fi~ proJ~-I; Fddrle will be ~uot~l o~ ~quee~ Atterberg Limits .................................... $45.00 Minus 200-Mesh 5ievs ............................... 25.00 Grain Size Analysis .................................. 45.00 Hydrometer Analysis ................................. 80.00 Classffication of Soils, pot sample ...................... 28.00 Unit Weight and Moisture Conl~ot ....................... 12.00 Speclffc Gravity of Clay ............................... 40.00 Moisture Content ..................................... 4.00 Pocket, Penettometer Test ............................. 3.00 Uncoofined Compresslye 5trengt,h (l~) .................. 50.00 O~ with 5~rees/Strain Graph .......................... Triaxlal Compression ................................ per quote Direct Shear ...................................... per quote Permeability (EM 1110-2-1906) ......................... 120,00 Permeability (ASTM D S084) .......................... 175,00 Consofidatfon ..................................... per quol~ Froe-Swell (% swell under apFlied load) .................. 60.00 Pressur~Swell (up to 9 tel) .......................... 100.00 Retoolcling Sample~, pot sample ........................ ~5.00 5ample THmmin~ and Preparation. as required, per sample . ~5.00 Bar Linear Shrinkage Test, per each .................... 20.00 5areFie Preparation for Bar L.5. Test .................... 10.00 Standard Proctor Compaction Test, ..................... 125.00 Modified Proctor Compaction Test, ..................... 140.00 Tex-113-E Compaction Test ........................... 225.00 Tex-llarE Compaction Ratio Test ...................... Relative Density Test ................................ 100.00 Field Density by Nuclear Method, (~ minimum) ............ 25.00 Field Density by Nuclear Method,(with labor charges), each .. 15.00 FH/Lime Series Test ................................. 100.00 At,terberg/Lime Series Test .......................... 180.00 Stan Tech STANDARD FEE SCHEDULE Minus 200-Mesh Sieve ............................... $25.00 Grain Size Analysis (Dry M~chod) ....................... 25.00 5-Cycle Sulfat~ Soundness ............................. 175.00 Additional Cyoles, each .............................. 30.00 5c~, FarCities ........................................ 50.00 Fractured Faces ...................................... 25.00 Angular Farticles ..................................... 25.00 Sand Equivalent ...................................... 65.O0 Organic Impudties (Colormetric) ......................... 20.00 Specific Gravity ...................................... 2S.00 Absorption ........................................... 20.00 Dry F, odded Unit Woight ................................ 20.00 Moisture Content ...................................... 5.00 Los Angeles Abrasion ................................. 150.00 Sample Preparation ................................. 60.00 Wet Bali Mill ......................................... 150.00 Sample Preparation ................................. 60.00 Acid Insoluble Kesidue ................................. 45.00 Loss on Ignition ....................................... 50.00 Compressive 5treng'ch Clylinder .......................... $13.00 Flexural Strength l~eam ................................ 20.00 Splitting Tensile Strength .............................. 40.00 Modulus of Elasticity .................................. 40.00 Core Length Determination .............................. 10.00 Core Compressire Strength .............................. 1D.00 End Frep. per inch of did. (if needed) ...................... 2.50 Mix Design (incl. aggregate tes~) ....................... 165.00 Additional Mix Design, with same aggregates ............. 100.00 Water/CBment I~atio Design ........................... 500.00 Kevtew of Mix Design ................................. $125.00 t=ineness by Air Permeability Appara~,us ................... 70.00 Air Content of Hydraulic Cement Mortar .................. 35.00 Time of Setting of Hydraulic Cement ..................... 50.00 Autoclays Expansion of Fortland Csment ................. 125.00 Normal Consistency of Hydraulic Cement ................. 35.00 Specific Gravity of Csment or Fozzolan ................... 35.00 Fineness by No. 32S Sieve .............................. 40.00 Early Stiffenin~ of Portiahal Cement ...................... 35.00 Water I~ntion of Masonry Cement ..................... 65.00 Moisture Content of Fly Ash ............................ 5.00 Lose on Ignition of Fly Ash ............................. 20.00 Fozzolanjc Activity of Portland Cement ................. 150.00 Pozzolanic Activity of Hydral~_~t Lime .................... 90.00 Mortar Bar Drying Shrinkage Incr. ..................... 165.00 Extraction & Gradation ............................. per quote Laboratory Density & 5~ability (3) .................... per quGr~ Core Density ...................................... per quote Max Theoretical Specific Gravity ..................... per quote Hot-Mixed Asphaltic Concrete Mix Design .............. per quote Additional Mix Design with Same Aggregates ........... per quot~ Batthing, Mixing & Casting of Mortar Cubes, set of thres . Cube Compressire Streneth ............................ 13.00 Grout C~d. Compresslye 5tren~r,h ........................ 13.00 Masonry Unit Compressire. ~ren~i;h .................... 30.00 Masonry Prism ComF~esive Strength .................. 100.00 lnfrared Inspection, per square font 10,000-40,000 5F ............................... 40,000-80,000 SF ............................... 0,035 Over S0,000 5F .................................. 0.0~0 Minimum Trip Charge .............................. 450.00 12" x 12" Teat Cur, Analysis 1-3 5amplea, each ................................ 275.00 4-10 Samples, each ............................... 2S0.00 OverlOSamplea, each ............................ 22~.00 4" x 4~Y' Test Cut Analysis 1-3 Sampled, each ................................ 22S.00 4-10 5amplea, each ............................... 200.00 Over 10 Earnpies, each ............................. 17~.00 ~:~!.l~VOices are due and p~aHe uFon r~dl~ and ~r~ p,,et, 4ue 30 ::::;ai~ from invoir, e da~ A ~n/n~;e ~;ha,"ee of 1.5 pmr, m~ Far monf, h, :!]~ithe maximum allowable by law. will be ~har~Jed on paet; due :::~aaed or imFl'ee~. ae %0 t~e findines rgcommandationa ~: ~ificatjons, or Frofeeelonal advi6e e~c, epl; t~af, they are STANTECH ENGINEERING COMPANY AGREEMENT FOR SERVICES ProJe~: Condnktkm Materids Teeing State Highway 121 Water Line PfoJectLoc~lon(dte):FromS~ndyLe&RoadtolTeFeetSoulhof comor.~Ddv. Client: City of Col)pell CentP~ectNenbec. aTE Project Ntanber: 16~9-0162 Dato: May 26. 1999 City of Coppell 255 Parkway Boulevard Post Office Box 478 Coppell, Texas 75019-4409 (the "CLIENT") lind StanTech Engineering Company 9200 King Arthur Dr. Dallas, Texas 75247 ("STE~ Madl ~ to: City of Coppell 255 Parkway Boulevard Post Office Box 478 Coppell, Texas 75019-4409 EIN: 75-2330818 CL~ENTh~mby~e~3~TE~pr~videtheservk~$se~f~hinPART~Mthepr~je~t"~t~.~ibedheein(~Pmjecr). CUENTegreestope/STEdnarge$ inv~icedby~TEf~rsewice~rendered~nthePm~cti~-"-~`rdan~ev/~PART~andt~beb~undbythe~;i~-'~'"dtem~m~. pART I,Scope ofWork(Mtoch"Exhlblt l"lfmore qNace l, requlmd) ~Matedals Teeting forthe subject project forthe Scope of Se~ees prese~tedinStanTechPrr4~aiN~19~Materia~sT"~'"gPr~a~F~r~t~eHigt~.*v/121Wa~rUne~C~pp~Te~as~d~tedMe/ pNTT II.Fee($ttoch"E~iblt fi"lfmore q3$ce ls requlred) The fee v~ll be in accordance with TabM1 "C~t EMimate'of StanTech Proposal No, 0019, d/ed May 25,1999. Dieckaure of Hazafdous and Toxic Matedal and CondlUmls at the ProJect. (check one) CL~ENTisn~taware~fanyhazard~usw~es~subMances~t~x~cmatedai~fc~nd~ti~s~f~etr~eumpmductsCH~zard~us~")~ site of the Project, EXCEPT (elect that which is applicable) [] No~e [] Petroleum Fuels Only [] Those Items Described(attach "Bdliblt fir If more q3ece is required): Vice President STANTECH ENGINEERING COMPANY STANDARD TERMS AND CONDITIONS a. mw~pe~f~nthesewic~st~bepr~videdbyS~pur~a~ntt~isAgreementi~cc~rd~ncew~thge~efaJ~y~c~e~y~dq~~~ pr~d~nd~i~n~ry~kH~e~datin~tthetjme~fpe~)~mceund~eimibirc~d~the~m~e~~ S'f~wHIrepefomlenyefitlagmed byw~tlenmgreergl~dgnedby$'~. r~q~iiief~rjeb~r~i~y~ePr~Je~t~-~Wi~n~t~m~tre~x~t~b~ity~t~he~~m~-~i~~ny~ib~ ~01'ST~seewkaepufauBnt~thisAgreement. S~m~yre~y~nd~ument~pf~4dedby~heCL~NTinpeff~n~ningthese~Y~cesrequiredunderthisAgreemen~;~ changedoremendedexceptbymwribnins~,urne~tsignedbyalllx.'6eshere~o.