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Home My WebLink AboutPW16-410 - Supplement - #1 - KBA, Inc. - 108th Ave SE & SE 208th St Intersection Improvements - 01/23/2017 / a" gat e er —a�� 'Records Man""'y �lr Document CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: KBA, Inc. Vendor Number: JD Edwards Number Contract Number: LLD ' 16 -002 This is assigned by City Clerk's Office Project Name: 108" Ave. SE & SE 208th St. Intersection Improvements Description: ❑ Interlocal Agreement ❑ Change Order ® Amendment ❑ Contract ❑ Other: Contract Effective Date: 1/23/17 Termination Date: 12/31/17 Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Eric Connor Department: Engineering Contract Amount: $29,636.00 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Add subconsultant (Terracon Consultants, Inc.) for materials testino services. As of: 08/27/14 v7VWashington State Department of Transportation Supplemental! Agreement Organization and Address Number I KBA,Inc. Original Agreement Number 11201 SE 801 St.,Suite: 160 LA 7963 Bellevue, WA 98004-6455 Phone: (425)455-9720 Project Number Execution Date 2-1 6111 Completion Date 11/22/1,,7 ik� 12/31/17 Project Title New Maximum Aount P4ab4 108th Ave. SE(SR 515)&SE 208th St, Intersection finprov $160,136 Description of Work 'l.'erracon Consultants,[,no.shall provide materials testing services for the project as a subconsultant to KBA per the scope in Exhibit E,which is attached and incorporated by this reference. The Local Agency of Kent 7 ............... �f it desires to supplement the agreemen entered to with j�-R J11c, .......... DIC4-0-� J -4 and executed on 11/22/14 16 -/�Ud'and identified as Agreement No. LA 7963 All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: I Section 1, SCOPE OF WORK, is hereby changed to read: To include materials testing services per the attached Exhibit A-I ,old E-1, ll Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for completion of the work to read: -No--cliange 1111 Section V, PAYMENT, shall be amended as follows: Exhibit D-1 is included to show the increase of S29,636 for a new maximum amount payable of$160,136, as set forth in the attached Exhibit A, and by this reference made a part of this supplement. If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces below and return to this office for final action, By:. -h- Dy ,Tlrnoth f...LaPorte,P.E--Public Works Director 11, t—i 9 .......... su ta t Signature Approvin Authority Signature 3 z z o�711 ? Date DOT Form 140-063 Revised 0912005 Exhibit "A" Summary of Payments Basic Supplement #1 Total Agreement Direct Salary Cost 46,031 720 46,751 Overhead 64,172 1,004 65,176 (Including Payroll Additives) Direst bcorisuvl ants 6,488 27,696 34,184 Fixed Fee 13,809 216 14,025 Total 130,500 29,636 160,136 DOT Form 140-063 Revised 09/2005 KBA, Inc. January 17, 2017 EXHIBIT A-1 SCOPE OF SERVICES Construction Management Services for 1081 Avenue SE (SR 515) and SE 2081 Street Intersection Improvements Federal Aid Number. HSIP-0515 (014) City of Kent Project No. 12-3006 KBA, Inc. (Consultant)will continue to provide Construction Management (CM)services to the City of Kent(Agency), for the Project known as 1081h Avenue SE(SR 515) and SE 208"Street Intersection Improvements(Project). These services will continue to include consultation, Resident Engineerifield observation, and documentation, as required during the construction of the Project, and is revised to add Materials Testing services, as shown below. The following sections have been revised pursuant to this Supplement 1: I. CONSTRUCTION MANAGEMENT SERVICES A. Consultant Contract and Team Management. 2. Revised to: Manage Consultant Team, comprised of Consultant's staff and subconsultant. Organize and layout work for Consultant Team. D. Construction Phase Services— Field 13. To add the following: Testing. Conduct or cause to be conducted, materials and laboratory tests. Coordinate the work of the Field Representative(s) and testing laboratories in the observation and testing of materials used in the construction; document and evaluate results of testing; and inform Client and construction contractor of deficiencies. Deliverables 6 Test reports No other revisions or additions are being made at this time and the original Scope of Services remains in effect. S:\Projects\ConimclslClientlKentV016032-01 Kent SR 5151Drafts&NegolialionRecordslln-house Drafts\Combined-Pmcon+CMlSupplement 1Tx-A-1-KBA-Scope-0-2017- 0117 docx 1 of 1 ti o !'' N N O r O O O N m - N L n W O U w c - ' N N aD N (gyp CAD � 4M') 6l � • W � O i. O O i O r O O d d Q Q Q N L_ O) _ r C� m O CD N Y7 r ONJ O cri co � co r � M • N N O O � Y � O� M 6� N B O O � n. 6> OD 6J O r-: U LL W Li O _ J V CO N O LD O O O � r OJ O S O N L p N N V 11J 6> OJ ro V M N CO O m m N � m m m m G E v � x L F- N N N N h m 0 0 0 N N N W H N Z i O N 0 o 9 U a 1-- F- F- C N � r CO CDU N V r 0 1� N Of tD y O O O N N - N N N a a a m m m O 6 N O N O CO N N H H H U W W T ib9 EA E9 b? FR fA fA Vf M fA(A fA Q cn N C L C LU N d 0 + N H � O N I- "O" O O :Ir O L (n S O U (n Z Jame d' M O C M o U m Z w N m 0 U O O Z Z Z a N F- o. o o Q CIDd � L � `m co',, F m W O Q c m o] o a � YUoa c o U c Y w a `m W m aluo r r O m e r c w M m m c N Z Q m Q +N,,. z = m m m ? m o 0 m - o O+ c U+ •n y c J r w p o f i m g Q vi .N U g N',,U U o U y O m c m 7 m � '6 m c,S UUtn cY �,N c H rcu L U oY y o � �Cn d U " o m 0!n N = W W O i J � � 0 0 � m � � a o � m Uc m w � J is zQ m �_� o V o m a � t o 0 0 o Q E a u� m J N � a � ? O N . . ma ass � � � W 0 Exhibit E Sub-consultant Cost Computations Authorized Subconsultant Terracon Consultants, Inc., providing materials testing services. Agreement Number: LA 7963 ................., ,_...,_..,_..._,.._._.. WSDOT Form 140-089 EF Exhibit E Page 1 of 1 Revised 1013012014 EXHIBIT B E-1 Irerracan December 23, 2016 KBA, Inc 11201 SE 871 Street, Suite 160 Bellevue, WA 98004 Attention: Mr. Sam Schuyler Email: sschuylei kbacm.Corn Subject: Proposal to Provide Construction Materials Testing Services 1081h Avenue SE (SR 515) and SE 208 Street Intersection Improvements Project No. 12-3006 Federal Aid Project No. HSIP-0515 (014) Kent, Washington Terracon Proposal No. PB2161064 Dear Mr. Schuyler: In accordance with your request, Terracon Consultants is pleased to present our proposal to provide the construction materials testing for the 108" Avenue SE (SR 515) and SE 208 Street Intersection Improvements project located in Kent, Washington. A. PROJECT INFORMATION We understand the project consists of installing an additional southbound to eastbound left-turn lane on SR 515 including the removal and construction of approximately 1,060 linear feet of cement concrete curb and gutter, street trees, 700 square yards of sidewalk, driveways and relocating approximately 890 square feet of rockery. Also included is the channelization and traffic signal modification, including loops. B. SCOPE OF SERVICES In preparation of this proposal, we have reviewed the provided project plans and specifications and understand that our services will consist primarily of providing construction materials testing services for the following: f Field and laboratory testing of the hot mix asphalt, • Field and laboratory testing of the Portland cement concrete, e Field and laboratory testing of soil/aggregates Our scope of services may include: Tarracon Consultants, Inc. 10029 S Tacoma Way, Suite E-2 Tacoma, WA P 253 673�9939 F 2531fi73-9A6H ttsrrac n.0 m Proposal to Provide Construction Materials Testing �! 1081°Ave. SE and SE 208'^ St. Intersection Improvements a Kent, WA racon December 23, 2018 o Terracon Proposal No. PB2161084 Material Testin Sco e Compaction testing of the asphalt pavement: Provide compaction testing to verify compliance with specifications utilizing a nuclear densometer gauge. (A one-time correlation of the nuclear density gauge with asphalt core samples may be required for each mix design). Asphalt laboratory testing: Theoretical maximum specific gravity (RICE), extraction/gradation, and moisture content of HMA. Aggregates/Borrow Soils: Field density testing, gradations, sand equivalent, fractured face, and Proctors. Concrete testing: Conduct field testing of plastic concrete to include sampling, temperature, slump, air content, and casting samples for determination of compressive strength. Assuming random sampling, as directed by client. Our field personnel will provide verbal results to the project engineer after completion of each field test and will submit a written Daily Inspection Report prior to leaving the site. Terracon has developed a proprietary software program called the Construction Materials Engineering and Laboratory Management System (CMELMS). This program allows us to achieve better communication, consistency, and faster turnaround of reporting on the project. Data, observations, and other information are easily entered into the system and reports are generated. The program automatically tracks all reports and provides immediate availability of test results resulting in a rapid delivery of test reports and information to the client and the entire design team. Additionally, the statistical performance of all concrete mixes being utilized on a project can also be monitored. The CMELMS software can produce electronic or paper copies of reports for distribution. Reports can be distributed via traditional mail, electronic mail, and/or Internet web pages can be established. Our typical turnaround time is two business days from when the inspection occurred. This is far faster than the once a week mailing that is the industry standard. This once again proves our understanding of the fast paced world we live in, and our commitment to keeping the pace. In addition to quickly and accurately reporting test results, the program will also track our project budget on a daily basis and produce real-time budget reports and invoices for services provided. Services for this project will be provided based out of Terracon's office in Lakewood, Washington. Our level of involvement is expected to vary from full-time to part-time depending upon the actual schedule and sequencing of construction activities. We would request that services be scheduled 48 hours in advance of the time our personnel are needed at the project site by contacting our office at 425-771-6632 or sea.dispatch@terracon.com.We are prepared to commit the resources, staffing and expertise necessary for a quality oriented inspection and testing program. Responsive a Resourceful o Reliable 2 Proposal to Provide Construction Materials Testing 1081"Ave. SE and SE 20611 St. Intersection Improvements Kent,WA Irerracon December 23, 2016 1 Terracon Proposal No. PB2161064 C. COMPENSATION We propose to provide our services on a time and materials basis in accordance with a mutually agreeable contract. Based upon our understanding of the project Terracon estimates the cost of our services to be approximately 7 703.00. Terracon's fee estimate does not include fee associated with retesting, stand-by time, cancelled services or services request outside of the aforementioned scope of services. Many factors, Including those beyond our control such as weather or the contractor's schedule will dictate Tarracon's final fee for services. D. AUTHORIZATION We appreciate your consideration and loop forward to working with you on this project. It Is our understanding that we will work under the mutually negotiated consultant agreement between KBA and Terracon. If you have questions or wish to discuss any aspect of our proposal, please call at your convenience, Sincerely, Terr c t Con t Ifants, C. aul D. Davis, P.E. Eric D. Kunz, P.E. Office Manager Regional Manager att: Exhibit C—Cost Estimate Labor Estimate Responsive Resourceful z Reliable 3 erracon Cost Estimate EXHIBIT C Compensation Construction Material Testing Services 1O8th Avenue SE(SR 515)and SE 208th Street Intersection Improvements Federal Aid#HSIP-0515(014) Kent,Washington Terracon Proposal No.PB2161064 Laboratory Testing Fee and Estimate Acceptance testing of CSTC(Including Proctor) $ 500 Test 1 $ 500 Acceptance testing of CSBC(Including Proctor) $ 500 Test 1 $ Soo Acceptance testing of Gravel Borrow(including Proctor) '$ 500 Test 1 $ Soo Acceptance testing of Pipe Zeno Bedding $ 150 Test 1 $. 150 Acceptance testing of Gravel Base/Bank RunlTrench Bk '$ 300 Test 1 IS 300 Acceptance testing of Foundation Material(Inc.Proctor) $ 350 Test 1 $ 350 Acceptance testing on concrete aggregates $ 300 Test 1 $ 300 Concrete/grout cylinder compressive strength testing $ 30 Test 25 $ 750 Calibration of HMA Mix to Ignition oven $ 600 Each 1 § 600 HMA Grading/Asphalt Content,Rice Air Voids $ 600 Test 1 $ 600 HMA aggregate compliance testing $ 300 Test 1 $ 300 Sub-Total $ 4,850 Direct Expenses and Estimates Vehicle Use!Mileage(IRS rate) Current IRS Rate Per Mile 1,500 $ 803 Nuclear Gauge Usage $ 50 Per Day 20 $ 1.000 Sub-Total $ 1,803 Labor Expenses and Estimates Direct Salary Cost(DSC) $ 5,734 Overhead(191.26%) $ 10,967 Profit 28% $ 4,342. Sub-Total $ 21,043 Overtime is defined as all hours in excess of eight per day,outside of the normal hours of 7:00 a.m.to 6:00 p.m.Monday through Friday and all hours worked on weekends and holidays. Overtime rates will be 1.5 times the hourly rate quoted A minimum of 24 hours notice is required to schedule our services Acceptable payment methods include credit cards(MasterCard,VISA and Discover)and checks, REV 2111 � 1rerracon 2017 STANDARD FEE SCHEDULE SOILSIMATERIALS/LABORATORY TESTS TACOMA' WASHINGTON OFFICE Soil Moisture/Density Relationship.............~.~..~.. ......... . ................... .......................................... &145each SieveAnalysis ........................................................~.~ ............... .......................... ................... ............. $05each PlasticityIndex ............................... .......... .......... ................... ......... ...... .......... ............ ......$00each #200YVuoh .... ..................................... .. ...... ....................... ................____.. .......... .......~. ........$80each SpecificGravity .............................. ............ ............................................. ...... .................................$80each In-situ Density(ring sample) .............. ...... ..~........ .......... ..................... ............... .......~.. ........$25each Hydrometer ........................................ .............. .......___........... ...... .......................................... %250each MoistureContent .... — ....................................... ....... ........ ................. .............. .......................___....$2Ueach California Bearing Ratio (3 point) ........ ...... ........~........~ ...___..... ..................... .....................___.... $500oauh OrganicContent ................................... ............... ......... ..........~.....~.......................................... $75each Reinforced Concrete Testing MixDesign ............................................... .......................................................... ~ ...... . .....Rates Upon Request Compressive Strength Standard Cylinder ~........ . ......................... .........~............. .................... ..... $30each Compressive Strength Cored Sample ~..... ........ ............... . .... ^^_,°_~,. .......................... ........ $50each Flexural Strength Standard Beam ........ .......... .......... ............. ........... ....... ....................................... &50each UnitWeight ..................................................... .. ... ...... ................ ................. ......... ...... .................... $55each Shohcrote Panels Three Cores/Panel .... ............................~... .......~...~......................................$20Oeach Aggregate Evaluation Rock Core Compressive Strength ...~ ..................................................... .... ....... ............. ..... .. ...... 800each MechanicalSieve Analysis .............. .............. ............................................. .......... ~..........~....... $90each A200YYaoh .................. ....... ........ ............................................................................................................ Q55each Specific Gravity Coarse ------------------------------,~.—..----.,~.—' $80oach SpecificGravity Fine ...................................................................................... .......... .... . ......... ................. $8Oeach Soundness Sodium or Magnesium Sulfate per Fraction (three fractions minimum) ...___...................—..... $80 each SandEquivalent ............................. .................................... ....... ..... — .... .... .... ....~~.. ........ .......$80each FracturedFace ..... ........................................ ............................................................ ............... .......$75each Flat and Elongated Particles (per screen) .................................. ......... .......................................~.. .....$30ouch UnnompauKedVoidu/8nOv|ahty ................................................... ................................... ................. ..........$90oaoh Clay Lumps and Friable Particles .......................................................... .............................................. ..... $0Veach Alkali Reactivity(chemical method) .................................................................. ...... .................................. $300eaoh Lightweight Pieces (<2.0 specific gravity, coal and lignite) ......................................... ...... ...... ............ Q170each Organic Impurities ----------------------,----------~.......~.~..... $50ouoh &40H'oHardnoon ----------------------------------... .. $40oaoh Unit Weight (dry-rodd*d) ................... ......... ~ ..... .... ....... --................ ...____. ........................ $00each Los Angeles Abrasion CASTMC13l . ......... ...... ~....~...._--_ ............................................$l6Oeach Los Angeles Abrasion CASTMC535 ........... .......... ...... ....~...— ......................................... ..$16Oeach MillAbrasion..................................................................................... ...... ........... .... ......................g16Oeach NOTE: This schedule includes re/m000 unit rates for laboratory testing requested most frequently. Our laboratories are equipped m perform o variety*other tests for soils,aggregates,concrete,masonry,asphalt,steel,fireproofing,roofing and painting. Should you desire unit rates for other testing,require results Dnarushbasis or wish to discuss quantity discounts,please contact Lloyd Detterich atUnit prices include standard sample preparation,internal quality control review and preparation of computer-generated reports. A Laboratory Technician Rate of$80 per hour will apply for specialty testing or samples that mvu ire preparation io addition iothat specified»°the designated lost standard. Laboratory unit costs noted are based upon standard time frames for completion. Unit costs will be increased to 1 5 times for"rush"samples. Page 1 of xow�.d Jo,�onmn Irerracon 2017 STANDARD FEE SCHEDULE SOILS/MATERIALS/LABORATORY TESTS TACOMA, WASHINGTON OFFICE Structural Reinforced Masonry, Grout, and Mortar Testing Mix Design c Grout and Mortar(three points) ................................ ...Rates Upon Request ........ ....... .. .... ......... ....., Mix Design c Confirmation ............................................................ ..... $210 each ........................................................... Compressive Strength c 2x2 cubes ............................................................................................................. $17 each Compressive Strength c 2x4 Grout and Mortar Cylinders ........................................................................... $30 each Compressive Strength c 48 Grout Cylinder ................................................................................................ $30 each Compressive Strength C 4x8 Grout Prism UBC 24-28 ................................................................................. $30 each Compressive Strength c Masonry Prism UBC 24-26 ..................... ........... . ... . . $70 each Compressive Strength c CMU ..................... ...........................I..............,.........., ..................... $55 each Compressive Strength c Structural Brick ..................................................................................................... $55 each Moisture Content, Absorption and Unit Weight of CMU ............_.................................................................. $80 each Asphalt Evaluation Mix Design c Three Oil Contents (excluding aggregate testing) ................................................Rates Upon Request Mix Design c One Point Confirmation ........................................................................................................$400 each Extraction & Gradation ................................................................................................................................$175 each Marshall Density, Stability and Flow ...........................................................................................................$310 each GyratoryTesting ................................................................................................................................. .......$310 each Densityof Cores ........................................................................................................................................... $25 each Thicknessof Cores ...................................................................................................................................... $25 each Maximum Theoretical Specific Gravity .......................................................................................................... $90 each StripTest ...................................................................................................................................................... $80 each Compressive Strength of Bituminous Mixtures ............................................................................................ $65 each Retained Stability of Bituminous Mixtures ...........................,......................................................................$260 each Index of Retained Strength .......................................................................................................................... $300each Soil-Cement Testing MixDesign ..................................................................................................................................Rates Upon Request Freeze / Thaw(three briquettes) .................................................................................................................. $280/set Wet/Dry(three briquettes) ....................................................................................... ..................................... $260/set Unit Weight (three briquettes) ....................................................................... . ........................$150/set Compressive Strength (three briquettes) ...................................................................................................... $230/set Fireproofing Adhesion/Cohesion Test -............................................................................................................................ $60 each Densityand Thickness ................................................................................................................................. $60 each Equipment Per Day CoringMachine ....................................____................_,,....................................................................................$75 Generator ..................................... ..............................................._.................,,..,...,-........,-..........._......................$55 Nuclear Density Gauge ..........................................................------------------ .........................$50 Ferroscan ............................................................................................................................................................$100 SchmidtHammer ............................................................................................................... ........................$45 WindsorProbe .................................................................. ............,..................................$80 PaintThickness Gauge .........................................................................................................................................$55 Skidmore ..............................................................................................................._...............................................$55 NDT Equipment (ultrasonic, magnetic particle, dye-penetrant) ....................................................................$80/hour Profilograph (floor flatness/levelness, includes operator) ..............._.............................................................$85/hour TorqueWrench ......................................................................................................................................................$25 Expendable Items/Expenses.................................................................................................................Cost plus 15% Daily Vehicle Charge (Resident Projects).............................................................................................................. N/A InfraredCamera..........................................................................__......................................................................$400 Page 2 of 2 Revised January 2017 EXHIBIT E LAIIOR ESCIMkfE p 4, Naj}�Q 109111 Ave 59 end SE 3091h 9t Consultant Nama lgnmq,;p.y�-Aea�graae men nooalnqL,Op(0: el'o-1 Woe, _ ...._. TOTALS BY TASK We pMlSeuorvml F1eIJ Gaalogbl AdMn PAMlallmel Mgletlels MI.9r__Pouj.Mp1. .-111111 Atlmin 1m0,1,1an Hours 9aleN Cosl be,, Testy Name Esc Diem Lebo,Rale $2250 $48.00 $76 oU 1 d P�KEawMIW PmWP II mM IAdwIT mlrntl tl ® SS 1 tl 0 4P9 {00/ 0'61 12 C nsbu it IM1 r II n011ng p 5 1P II $01 f0eu P 0T Gfi OeM1U4nfitlMln of9ub atl FIIG R Ilotl, 37 _._--- ______ 3 d TY TB 51.17 G504 Ubsenatl a0 TauUn dWn [ 1L n re{n___ _____ _ Y 4 ]P _5tl $2029 }PryVAM1 Obsmvalien antl Tt.IInIAtlPing e,ebnmenrue I[AM"ie ? & 6f.. iq 50,tlXq VqtlJ n oivmty to 16 ooaolvg ro an wnrtlme oemv{�'"'""'""'"""""'" ..�......... ._ ., 6 ........F, ................_ 0 56 ..,_..... _..._ 0 SM1 _......._._. �..._._._._._�........_._._ __. P so- .................._ .__...._ _— ............ ._...... ..I_._.. ......_ .......—o__.._. so. TOW U4YR RO1,3L" 4 P e n 17B q Y p 409 56.Td1 mORI Leo pR Fn" ti 54,4 Ibrcmv.f od Caiom Lnfary ti^wa! a% ro94 1esS mo% Aft nlll"'fit '«��lhmlulu"u�frqu V1N9�"n �IX,W�q' rraiu'm l3orrf' f'Iuoin �911J Ilg AItYc Ir^"urlr,4vciilie @;,F. R(D 13a�ix AF 7300 (Ayrrrpaie,"WA38bO4-7501'J B60 705-7000 l..I'll: 1-000...0 3..638B vvavvv.w:adot vvtv.yawv August 16, 2016 Terracon Consultants, Inc. 18001 W. 106°i Street, Suite 300 Olathe, KS 66061 Subject: Acceptance FYE 2015 ICR—CPA Report Dear Ms. Monica Curls: We have accepted your firms FYE 2015 Indirect Cost Rate (ICR) of 191.26% based on the "Independent CPA Report,"prepared in accordance with Part 31 of the FAR, by BKD CPAs & Advisors. Your ICR acceptance is in accordance with 23 CFR 172.7 and must be updated on an annual basis. This rate may be subject to additional review if considered necessary by WSDOT and will be applicable for: Z WSDOT Agreements X Local Agency Contracts in Washington State only Costs billed to agreements/contracts will still be subject to audit of actual costs, based on the terns and conditions of the respective agreement/contract. This was not a cognizant review. Any other entity contracting with the firm is responsible for determining the acceptability of the ICR. If you have any questions, feel free to contact our office at (360) 705-7104 or via email cosayt ltantrateslx !+vsdot wit, . Regards; R K. J0NION Manager, Consultant Services Office EKJ:kms Acceptance ICR CPA Report MWashington State AP Department of Transportation Memorandum August 11, 2016 TO: Erik Jonson, Contracting Services Manager FROM: Schatzie Harvey, Agreement Compliance Audit ManageENl SUBJECT: Terracon Consultants, Inc. Indirect Cost Rate for Fiscal Year Ended December 31,2015 (D We accept the audit work perfonned by BKD CPAs &Advisors related to the Terracon y Consultants Indirect Cost Rate for the above referenced fiscal year. BKD audited the Terracon Consultants indirect costs for compliance with Federal Acquisition Regulations (FAR), Subpart 31. Our office did not review their audit work. 1 Based on our acceptance of the CPA's audit, we are issuing this memo establishing the Terracon Consultants Indirect Cost Rate for fiscal year ending December 31, 2015 at 191.26% of direct labor(rate includes 0.52%FCCM). fi r r Costs billed to agreements will still be subject to audit of actual costs,based on the terms and conditions of the respective agreement. 1 r This was not a cognizant review. Any other entity contracting with the firm is i responsible for determining the acceptability of the Indirect Cost Rate. If you have any questions, feel free to call me at (360) 705-7006, or via email at haryeys o wsdot.wa.gov. I Attachment cc: Steve McKemey File p nor Fmm 700 008 OF RaNcetl 5109