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HomeMy WebLinkAboutPW Service Level Agreement; Task Order No. 141 Materials Testing for Downtown Library RenovationCity of San Rafael SERVICE LEVEL AGREEMENT DATED SEPTEMBER 9, 2023 WITH TWINING, INC. TASK ORDER NO. 141 Subject title: Materials Testing for Downtown Library Renovation Task Order Amount: $16,557.30 THIS TASK ORDER is entered into on DeC 8, 2024 between the City of San Rafael, a municipal corporation ("City"), and Twining, Inc., ("Contractor"). RECITALS A. Whereas Master Consultant Services Agreement is hereby renamed Service Level Agreement; and B. The City and Contractor (as may be identified as "Consultant" in the original Agreement) have entered into a Service Level Agreement ("Agreement") dated September 9, 2023 under which Contractor has agreed to perform certain contract services for the City; and C. Pursuant to the terms of the Agreement, the City wishes Contractor to perform certain tasks as set forth in this Task Order, which constitute the Work; NOW, THEREFORE, City and Contractor agree as follows: AGREEMENT 1. Scope of services. Contractor shall provide any and all of the services set forth in Exhibit A of this Task Order, for an amount not to exceed the Task Order Amount, identified above, as directed by the City. Martel Attento Rhorer shall be the Project Manager for Contractor for this Task Order. Additional contract services may be performed by other Contractor staff with prior notice and approval by City. a. City's duties. The City will: (1) Determine the scope of services, as set forth in Exhibit A. (2) Make available work plans and specifications and other City data related to the project, including full information as to the City's requirements. (3) Designate Andrew Powell, or their designee as the person at the City responsible for monitoring performance under this Task Order. b.Contractor duties. The Contractor will: (1) Provide and perform tasks identified in Exhibit A, Scope of Services. (2) Provide miscellaneous services related to the Work and not stipulated elsewhere in this Task Order, when requested by the City in writing. A Task Order Amendment is Rev. March 2024 City of San Rafael Service Level Agreement Task Order required if these additional services cannot be performed within the Task Order budget. 2. Date of completion, Work hours estimate,• Cost estimate and budget,• Fee schedule: Costs are not - to -exceed stated Task Order Amount in this Task Order. See Exhibit A for Work and fee schedule details. Authorization to proceed. The City will give Contractor authorization to proceed with the work specified in this Task Order only after Contractor submits updated insurance certificates and endorsements, in accordance with the Agreement. 4. Service Level Agreement terms,• Conflicts Except as expressly otherwise provided herein, all terms of the Agreement shall apply to Contractor in the performance of work pursuant to this Task Order. If there is a conflict between this Task Order and the Agreement, this Task Order shall control. 5. Amendment of Task Order. Conflicts. Except as provided in Section 1(b)(2) above, this Task Order may not be modified except by an Amended Task Order executed and approved in the same manner as the Task Order. 6. Si2mltUres. The parties have executed this Task Order, as of the date first written above. Rev. March 2024 City of San Rafael Service Level Agreement Task Order CITY OF SAN RAFAEL By: CUistine Alilovich(Dec 8,202418:31 PST) Cristine Alilovich, City Manager Reviewed By Ra6ere F CAE&' By: Rvher: r. Epstein ,Dcc 0024 10:30 PSTI Robert F. Epstein, City Attorney Exhibits: A Rev March 2024 Scope of work CONTRACTOR Name: Marie[ Attento Title: Chief Strategy Officer (if Contractor is a corporation, add signature of second corporate officer) M By: — Name: Linas Vitkus Title: President and COO 10% 5027 Commercial Tel: 925.849.8186 "TWINING Concord, CA 94520ircle, Suite G, Fax: 562 426 6424 Exhibit A November 26th, 2024 Proposal No. 24-2388 Subject: Proposal for Materials Testing & Special Inspection Services Project: City of San Rafael - Public Library Renovation Dear Mr. Powell, Twining, Inc. (Twining) is pleased to present this proposal for your consideration. We are confident that you will find Twining to be the best suited and most qualified firm to meet the materials testing and inspection needs of the project referenced above. Our ability to provide in-depth inspection and materials engineering support, a broad range of sophisticated laboratory testing, and literally hundreds of qualified technicians and inspectors is unsurpassed in the state of California. We are proposing to service this project utilizing our Concord facility that provides critical quality assurance data in a proactive and efficient manner. All our reports are electronically transmitted to the project team by our Quality Management team. Twining's affiliation with the International Union of Operating Engineers means that all covered work we do is staffed by union personnel and provides even more assurance of our stability and the quality of our inspectors and technicians. Budgetary Cost Analysis -Testing and Inspection Though we have included a budgetary cost analysis detailing scope and estimated costs for our services, these cost estimates are not intended to be lump sums or guaranteed costs. Please note these estimates are based upon the project schedule provided and are subject to change. We are prepared to revise our proposal if the scope presented is insufficient. Twining will provide materials testing and inspection services on a time and materials budget, in accordance with the attached schedule of fees and terms and conditions. The Report Distribution Form is necessary in order for us to issue project related reports in an accurate and timely manner. Twining, Inc. is pleased to have this opportunity to propose our services foryour important project. Should you have any questions or comments, please contact me at (925)-771-3099 or at matt_en-to@twin_i-ngLn-c.cQm. MarielAttento Rhorer Chief Strategy Officer Attachments: (i) Table -1 Cost Estimate (ii) Table -2 Schedule of Fees (iii) Table 3- Report Distribution Form Project Name: City of San Rafael - Public Library Renovation ProposalNo:24-2388 Date: November 26 2024 Twining Inc. - Concord Mariel Attento Rhorer Phone: 925-771-3099 Division Description of Work Assumptions Manpowe ed Days Quantity Measure Special Inspector - Reinforced Concrete Trench Rebar 1 5 40 Hours $135.00 $5,40000 & Concrete Special Inspector- Drilled -In, Epoxy, Expansion Anchors 1 1 8 Hours $135.00 $1,080.00 Assuming City Special Inspector - Reinforced Concrete Flat Work will require this 0.5 5 20 Hours $135.00 $2,700.00 QC Project Manager Division 2 Hours $235.00 $470.00 Standard Sample Pick -Up: Concrete Cylinders 6" x 12" and 4" x 8" 1 Pour 5 Each $33.00 $330.00 4" x 8" Cylinder: Compression Strength (ASTM C39) 5 Each $43.00 $430.00 Clerical / Report Distribution 5% $520.50 Division SUB -TOTAL $10.930.50 Misc. Special Inspector - Structural Steel (Field) Structural Periodic Inspectioi 1 4 32 Hours $135.00 $4,320.00 Steel (Stairs, Guardrails) Special Inspector- Structural Steel (Shop) If Needed 8 Hours $13500 $1,080.00 Clerical / Report Distribution 5% $226.80 SUB -TOTAL $5,626.80 Terms and Conditions Parking if not provided by client Provided by Owner 0 Daily $ $ GRAND -TOTAL 1 $16,557.30 REMARKS: This proposal is based on the construction schedule provided by Unger, dated 10/16124 See attached Schedule of fees for adVonal terms and conditions. "TWINING Schedule Of Fees 2024-2025 NOTE: Rates will be adjusted annually each July 1st to reflect increased costs Personnel Rates: Per Hour Unless Otherwise Noted Task Equipment Usage (Dally Unless otherwise Noted), Code Engineering And Consulting Personnel Rate 10026 Senior Principal Advisonconsullan1 5 39000 10001 Principal Engineer/Geologist S 280.00 10017 Metallurgical Engineer S 390.00 70000 Registered Geotechnical Engineer S 280,00 10010 Technical Advisor 5 260.00 10011 Material Scientist, Welding/NDT Consultant S 275.00 70003 Registered Geologist/Ceriified Engineering Geologist S 275.00 10003 Senior Engineer/Geologist S 250.00 10009 Registered Civil Engineer S 240,00 60003 Roofing/Waterproofing Consultant S 265.00 10013 Project Engineer/Manager S 235.00 30000 Quality Control Manager $ 235.00 10005 Senior Staff Engineer/Geologist S 220.00 10007 Staff Engineer/Geologist S 205.00 10015 Quality Control Administrator S 205.00 10019 Metallurgical Technician S 17500 90001 CADD Operator/Draftsperson S 16000 95103 Administrative Support $ 10500 70107 Field Supervisor S 19500 91030 Safely Supervisor S 195.00 20000 Laboratory Manager $ 180.00 98000 Laboratory Technician S 15500 90005 Expert Witness Testimony S 630.00 91010 Qualified SWPPP Developer $ 220 00 91000 Qualified SWPPP Practitioner S 205.00 30001 Vibration Engineer S 24000 Task Half -Cell Potential Equipment Set S 405.00 Cede Field lnspeclton Personnel S Rate 10101 Concrete/Reinforced Steel Inspector $ 135 00 10103 Prestressed/Post Tensioned Inspector S 135.00 10105 Concrete ICC Inspector S 135.00 10109 Drilled -In -Anchor Inspector S 135.00 10111 Gunite/Shotcrele Inspector S 135.00 10113 Masonry Inspector S 135 00 10201 Structural Steel/Welding Inspector S 135 00 10203 AWS Certified Welding Inspector S 135.00 10207 Fireproofing Inspector $ 135 00 10501 Lead Inspector S 14000 10115 Firestop Special Inspector- IFC Premier S 205 00 10117 Fireslop Special Inspector- ICP S 225.00 7 500 1 Asphalt Field and Plant Inspeclorrrechnician $ 135 00 70103 Pile Driving Inspector S 13500 70101 Soils Technician S 13500 10107 Concrete Quality Control (ACI/Caltrans Technician) S 135.00 10122 Wood Framing Inspector S 13500 60001 Roofing/Waterproofing Inspector Quotation 10500 Public Works Inspector Quotation 10515 Mechanical Inspector $ 19500 10519 Electrical Inspector S 195.00 10521 Plumbing Inspector S 195.00 10523 Building Inspector $ 19500 30002 Vibration Monitoring Technician S 165.00 50003 Field Engineering Technician $ 14500 Task 6" x 12' Cylinder Compression Strength (ASTM C39) S 54.00 = Shop Iflliptil Personnel S Rate 10301 Structural Steel Fabrication Inspector S 147.00 10309 Balch Plant Quality Control Technician/Inspector $ 147.00 10325 Glue -Laminated Fabrication Inspector $ Quotation 10328 Pre -Cast Concrete/Pipe Fabrication Inspector $ 147.00 Task Size (ASTM C76, C293 or CTM 523) Code Nondestructive Testing Personnel S Rate 10401 NDE Ultrasonic Testing Technician S 150.00 10403 NDE Magnetic Particle Testing Technician 5 150.00 10405 NDE Dye Penetrant Testing Technician S 150.00 10305 Combination NDE Technician/Welding Inspector S 150.00 10409 Radiographic Testing (Crew Of 2) Quotation 10020 NDE Engineer 5 255.00 Task Code Equipment Usage loa.iv urvess otwn. Noce 95318 Skidmore S 51.00 95309 Torque Wrench, Small $ 21.00 95312 Torque Wrench, Large S 32.00 95315 Torque Multiplier S 48.00 Task Equipment Usage (Dally Unless otherwise Noted), Code Continued Rate 95321 Air Meter S 37.00 95322 Unit Weight Bucket S 28.00 95323 Field Concrete Scale 5 37.00 95324 2" x 2" x 2" Mold S 26.00 95343 Nuclear Gauge (Per Hour) 5 13.00 95319 Sand Cone Density Test Equipment $ 60.00 95333 Pull Test Equipment S 74.00 95348 Concrete/Asphalt Coring Equipment S 720.00 95336 Floor Flatness (Dipstick) $ 63.00 95330 Schmidt Hammer 5 46.00 95341 Vapor Emission Test Kits S 58.00 95342 Relative Humidity Probe S 90.00 95339 UPV (Ultrasonic Pulse Velocity) Meter 5 420.00 95351 Fireproofing Adhesion/Cohesion (Per Test) S 42.00 95300 A Scan Ultrasonic Equipment And Consumables S 100.00 95303 Magnetic Particle Equipment And Consumables S 53.00 95306 Liquid Penetrant Consumables S 48.00 95307 Phased Array Ultrasonic Equipment (Per Hour) S 105.00 95347 Ground Penetrating Radar S 399.00 95345 Impact Echo S 405,00 95362 Ultrasonic Tomography S 525-00 95349 Inertial Profiler (Per Hour) Quotation 95352 Borascope S 315.00 95356 Infrared Camera S 105.00 95357 Project Dedicated Vehicle 5 189.00 95384 Rolter Compacted Concrete Vibrating Hammerriamping Plate S 84.00 95367 Half -Cell Potential Equipment Set S 405.00 95368 Concrete Electrical Resistivity Meter S 189.00 95369 Field Hardness (Sleel) S 116.00 95370 Coaling Thickness Gauge 5 116-00 95373 Curing Box (Not Temperature Controlled, One -Torre Feel S 786.00 Per Box) 95371 Temperature Control Curing Box (Per Month) S 525.00 95372 Temperature Matching Curing Box (Per Month) S 599-00 Task Code Specimen Pick -Up Rate 20100 Soil/Aggregate Sample (Each) $ 5500 20102 Standard Sample: Concrete Cylinders (Each) $ 3300 20101 Standard Sample MortarlGrout Cubes And Cores, $ 3300 Fireproofing, Rebar, And Epoxy Prisms (Each) 20103 Oversize Sample: Masonry Prisms And Sholcrele Panels (Each) S 7700 20104 Oversize Sample: Flexural Beams (Each) 20107 Technician For Specimen Pick -Up Not Listed Above S 13200 (Per Hour, 2 -Hour Minimum) 20109 Technician For Specimen Pick -Up Before 5:00 a.m $ 14300 Or After 5:00 p m Monday Thru Friday, Or All Day Saturday (Per Hour, 2 -Hour Minimum Plus Mileage) Task Code Jobsito Trailer. Mobile Or On•sile Laboratory Rate 95360 Portable Or Mobile Laboratory Unit Quotation 95374 Jobsite Trailer, Conex, Or Equipment Storage Box Quotation Task Code Concrete Tests IFfeld Made Specimens) Rate 20201 6" x 12' Cylinder Compression Strength (ASTM C39) S 54.00 20202 4' x 5' Cylinder Compression Strength (ASTM C39) S 43.00 20203 Density Of Structural Lightweight Concrete Equilibrium S 107.00 Oven Dry Method (ASTM C567) 20205 Core Compression Including Trimming (ASTM C42) $ 91.00 20207 6" x 6" x 18" Flexural Beams Not Exceeding Referenced S 118.00 Size (ASTM C76, C293 or CTM 523) 20209 Splitting Tensile Strength (ASTM C496) S 118.00 20211 Modulus Of Elasticity Test (ASTM C469) S 348.00 80003 Rapid Chloride Permeability Tesl: Cylinders Or Cores S 626.00 (ASTM C1202) 80006 Density, Absorption, And Voids In Hardened Concrete $ 632.00 (ASTM C642) 40005 Flexural Toughness (ASTM C1609, Formerly ASTM Cl 018) S 1,017.00 40006 Double Punch Strength Of Fiber Reinforced Concrete S 642.00 40009 Coefficient Of Thermal Expansion Of Concrete 5 642.00 (CRD 39, AASHTO T336) 40012 Bulk Electrical Resistivity (One Age Of Tesling, ASTM C1876) S 161.00 60013 Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete S 1,124.00 Beam (EN 14651) c•. "TWINING Task Code Concrete Soecimen Preparation 20151 Sawing Of Specimens(Each) $ 49.00 20157 Coring Of Specimens In Lab (Each) $ 49.00 20159 Grinding Of Concrete Below 6000 psi Strength (Each) $ 70.00 20160 Grinding Of Concrete 6000 psi Strength And Above (Each) $ 105.00 Task Code Laboratory Trial Batch: Concrete, Cement And Mortar Rate 30216 Compression Test 4" x 8" Cylinders Made And Tested In $ 67.00 $ Laboratory (ASTM C192, C35) 80103 30217 Compression Test 6" x 12" Cylinders Made And Tested In $ 80,00 80126 Laboratory (ASTM C192, C35) $ 30219 6" x 6" x 18" Flexural Beams Made And Tested in Laboratory S 124.00 S (ASTM C192, C78) 80193 30223 Splitting Tensile Strength Cylinders Made And Tested In $ 140,00 80195 Laboratory (ASTM C192, C496) $ 50225 Modulus of Elasticity Test Cylinders Made And Tested In $ 36400 3 Laboratory (ASTM C192, C469) 80204 30227 Density Of Structural Lightweight Concrete Made In $ 12900 80206 Laboratory, Equilibrium or Oven Dry Method (ASTM C567) $ 30237 Bulk Electrical Resistivity (ASTM C1876) $ 186.00 30201 Laboratory Trial Balch (ASTM C192/Lab Procedure Performance) $ 626.00 30203 Concrete Mixture Design For Preconstmclion Evaluation Antl $ 295AO Code Backup Data Development Rale 30205 Drying Shrinkage Up To 28 Days, Three 3" x3' Or4' x4' Bars, $ 610.00 S Five Readings Up To 26 Dry Days (ASTM C157) 80212 30230 Additional Reading, Per Set Of Three Ban $ 83.00 30231 Storage Over Ninety (90) Days, Per Set Of $ 4900 80260 Three Bars, Per Month Petrographic Examination Of Hardened Concrete, Level II 30207 Setting Time Up To 7 Hours (ASTM C403) $ 19300 30209 Bleeding (ASTM C232) $ 193.00 30229 Concrete Restrained Expansion (ASTM C878) 5 696.00 30211 Mix, Make and Test Mortar or Grout Specimens for Compressive S 64200 Strength: Set of 6 (ASTM C878) 80222 20263 Non-Shdnk Grout: Height Change After Final Set (ASTM C1090) 5 626.00 20265 Non -Shrink Grout: Height Change At EartyAge (ASTM C827) 5 1,017.00 30232 Cracking Resistance, Set Of Three Rings, Laboratory Trial $ 6,634.00 Batching, Test Until Creektng Or Up To 28 Days (ASTM 1581) GM 30233 Evaluation Of Pro -Packaged Masonry Mortars (ASTM C270) S 1,391.00 30234 Creep (ASTM C512) (One Age Of Loading, 12 Months S 10,005.00 Duration Of Testing) Electron Microscopy (ASTM C1723) 80198 Laboratory Development of Strength-Matunty Curve Without $ 3,424,00 Paste Carbonation Analysis, Per Sample Establishing Datum Tempereuire (Up To 5 Testing Ages, 268-00 80238 ASTM C1074) 80199 Laboratory Development Of Strength-Matudly Curve With S 5,564.00 S Establishing Datum Temperature (Up to 5 Testing Ages, S 5,500.00 ASTM C1074) Task Code Evaluation of Mixing Water for Concrete Rate 80246 Evaluation of Mixing Water For Concrete Per The Requirements $ 1,07000 Of ASTM C1602. Table 1 (Physical Properties Of Mortar), Per Sample 80248 Evaluation Of Mixing Water For Concrete Per The Requirements S 1,284 00 Of Caftrans, Section 90, Per Sample Task Code Concrete - Chemical Analysis, Transport Properties, Service Life Modelina. Petroaraohic Examination $ Rabe 80123 Acid -Soluble Chloride Analysis (ASTM C1152) $ 321.00 80103 Includes Sample Prep) $ 803 00 80126 Wafer -Soluble Chloride Analysis (ASTM C121B) $ 204.00 80194 (Includes Sample Prep) S 803 00 80193 Chloride Diffusion Coefficient Of Cemenlilious Mixtures By $ 3,10300 80195 Bulk Diffusion (ASTM C1556) $ 1,49800 80159 Bulk Resistivity (ASTM C1876) And Formation Factor 3 age 00 80204 Chloride Binding Isotherm 5 91000 80206 Analytical And Experimental (ASTM C1556) Modeling Of Service $ 8,56000 Effectiveness Of Po=olans & Slag Cement In Mitigating Life Of Concrete Per Life -365 Model, Per Mixture Design Expansion Due To ASR (ASTM C441) 80208 Analytical And Experimental (NordTest) Modeling Of Service $ 6,56000 Code Life Of Concrete Per FIB Model Code 34, Per Mixture Design Rale 80256 80210 Non -Steady State Chloride Migration Coefficient, NordTest 492 S 66900 80212 Petrographic Examination Of Hardened Concrete, Level 1 $ 1,75000 (ASTM C856) (Excludes Thin Section), Per Sample 80260 80129 Petrographic Examination Of Hardened Concrete, Level II $ 2,25000 (ASTM C856) Includes Thin Section, Per Sample Rock And Concrete Aggregates - Petrographic 80218 Petrographic Examination Of Hardened Concrete, Level III S 3,50000 Rock Type Description, Per Sample (Rock Core Or Rock (ASTM C856/C1723) (Thin Section And SEM/EDX), Per Sample Chunk) 80222 W/CM Determination (NordTest Build 361) S 1,338.00 80224 Examination Of Volumetric Proportions Of Hardened Concrete S 535.00 Natural Aggregates - Petrographic Examination (Gravel And (ASTM C457), Per Sample Natural Sand Consisting Of Single Rock Type ASTM C295) GM Air Void Analysis Of Hardened Concrete (ASTM C457), S 750.00 80268 Pel -Sample S 27,520 00 80232 Electron Microscopy (ASTM C1723) $ 803.00 80234 Paste Carbonation Analysis, Per Sample $ 268-00 80238 Insoluble Residue Analysis (ASTM C1324) Quotation 80240 Alkali -Silica - Damage Rating Index (DRI), Per Sample S 1,338.00 Task 80100 Chemical Analysis Of Portland Cement Per Standard $ 80300 Evaluation Of Pozzolans And Stan Cement Requirements (ASTM C150) 80140 Chemical Analysis Of Fly Ash Per Standard Requirements 80103 Physical Testing Of Portland Cement Per Standard $ 803 00 80143 Requirements (ASTM C150) S 80300 80194 Physical Testing Of Type K Cement, Mortar Expansion S 803 00 Quotation (ASTM C806) Chemical Analysis And Physical Testing Of Fly Ash Per $ 1,49800 80195 Physical Testing And Chemical Analysis Of Portland Cement $ 1,49800 Qualification Of Silica Fume Par Standard Requirements Per Standard Requirements (ASTM C150) (ASTM C1240) 80106 Partial Analysis Or Specific Physical Tests Qualification Of Slag Cement Per Standard Requirements Quotation 80110 Sulfates Resistance Of Hydraulic Cement (ASTM C1012). $ 3,21000 Effectiveness Of Po=olans & Slag Cement In Mitigating 6 Months Expansion Due To ASR (ASTM C441) 80111 Sulfates Resistance Of Hydraulic Cement (ASTM C1012). S 3,531 00 Code 12 months Rale 80256 80149 Type 1L Cement (ASTM C595; Excludes Special Properties) $ 1.49800 80151 Clinker Microscopy, Per Sample $ 91000 Task Physical Testing Of Chemical Admixtures For Code Concrete Rate 80196 Qualification Of Admixture (ASTM C494) Quotation Task Code Evaluation Of Pozzolans And Stan Cement Rate 80140 Chemical Analysis Of Fly Ash Per Standard Requirements $ 80300 (ASTM C618) 80143 Physical Testing Of Fly Ash Per Standard Requirements S 80300 (ASTM 0618) 80146 Partial Analysis Or Specific Physical Tests Quotation 80147 Chemical Analysis And Physical Testing Of Fly Ash Per $ 1,49800 Standard Requirements (ASTM C1618) 80250 Qualification Of Silica Fume Par Standard Requirements $ 1,49800 (ASTM C1240) 80252 Qualification Of Slag Cement Per Standard Requirements $ 1,49800 (ASTM COBS) 80254 Effectiveness Of Po=olans & Slag Cement In Mitigating $ 1,49800 Expansion Due To ASR (ASTM C441) Task Code Mass Concrete - Enaineenna And Testing Services Rale 80256 Thermal Control Plan (Without Cooling Pipes) Par Unique $ 9.00000 Type Of Placement Of S"ar Group Of Placements, Each Plan 80256 Thermal Control Plan (With Coaling Pipes), Per A Unique $ 10,500 00 Type Of Placement Of Similar Group Of Plecemeres, Each Plan 80260 Performance Based Maxim= Temperature Dllfarence $ 6,00000 Laboratory 8 Analytical Studies, One Concrete Mixture Design Task Rock And Concrete Aggregates - Petrographic Cada Examination d Special USAGE d CRD Tests Rate 80262 Rock Type Description, Per Sample (Rock Core Or Rock $ 1,00000 Chunk) 80263 Rock Type Descriplion + XRD Including Clay Analysis, S 1.50000 Per Sample 80266 Natural Aggregates - Petrographic Examination (Gravel And S 2,750.00 Natural Sand Consisting Of Single Rock Type ASTM C295) Each, One Sample 80268 Crushed Aggregates - Petrographic Examination (Crushed S 27,520 00 Rock And Manufactured Sand Consisting Of Single Rock Type ASTM C295), Each, One Sample 80270 Coarse Aggregate Certification For Deleterious Materials Per S 6,500.00 Specifications Of USACE, Materials Coarser Than 0.75 -Inch Each, One Sample, 200 Ib. 80272 Coarse Aggregate Certification For Deleterious Materials Per S 5,500.00 Specifications Of USACE, 0.75 -Inch And Finer Material, Each, One Sample, 25 Ib 80274 Fine Aggregate Certification For Deleterious Materials Per S 2,75000 Specifications Of USACE, Each, One Sample 80276 Aggregate, Scratch Hardness (CRD -C 130), Each, One Sample, S 50000 25 Ib Task Code Soils And Aaareaate Tests RAW 30503 Abrasion: LA Rattler (ASTM C131) S 24800 30505 Abrasion: LA Rattler (ASTM C535) $ 258.00 70301 Atterberg Limits/Plaslicily Index (ASTM D4318, CTM 204) $ 20600 70303 California Bearing Ratio Excluding Maximum Density S 670.00 (ASTM D1883) Sail 70304 California Bearing Ratio Excluding Maximum Density 5 624.00 (ASTM D1883) Cement -Treated Soil 70344 Cemenl-Trealetl Soil/Base Mix Design: Includes Three Trial $ 4,223 00 Cement Contents With Three Unconfined Compressive Strength Specimens Per Cement Content 70305 Chloride And Sulfate Content (CTM 417, CTM 422) S 230.00 30403 Clay Lumps And Friable Particles (ASTM C142) S. 260.00 30321 Cleanness Value 1"x#4 (CTM 227) $ 220,00 30322 Cleanness Value 1.5" x,75" (CTM 227) S 340,00 70393 Collapse Potential/Index (ASTM D5333) S 279,00 r•. "TWINING Task HMA Mixing And Preparation $ 160.00 Code Soils And Aaareaate Tests. Continued S Rate 70396 Compressive Strength Of Molded Soil -Cement Cylinders $ 12900 75027 (ASTM D1633) $ 27000 61.00 70309 Consolidation Tesl Full Cycle (ASTM 2435, CTM 219) $ 235.00 70311 Consolidation Test Time Rale Per Load Increment $ 62.00 75030 (ASTM D2435, CTM 219) $ 30500 75.00 70313 Corrosivily Series Sulfate, Cl. pH, Resistivity (CTM 643, $ 309.00 $ 27000 417, and 422) (ASTM D1561, D1188, CTM 304, 308) 97,00 70315 Crushed/Fractured Particles (ASTM D5821, CTM 205) S 225.00 70317Direct Shear Tesl Remolded AndlOr Residual (ASTM D3080) $ 300.00 70319 Direct Shear Tesl Undisturbed - Slow [CD] (ASTM D3080) 5 280.00 70321 Direct Shear TesI Undisturbed - Fast [CU] (ASTM D3080) S 235-00 70378 Durability Index Per Method - A,B,C, or D (ASTM D3744, 5 260.00 $ 11500 CTM 229) Briquette, SSD, 1 Briquette (ASTM D6925, D2726) 70325 Expansion Index (ASTM D4B29, UBC 18-2) 5 225.00 75004 Fine Aggregate Angularity (ASTM C1252, CTM 234, 5 205.00 $ 20000 AASHTO T304) CTM 309) 30507 Flat And Elongated Particle (ASTM D4791) $ 28000 30508 Flat Or Elongated Particle (ASTM D4791) S 26000 70331 Maximum Density Methods AIB/C (ASTM D1557, $ 23500 75106 D698, CTM 216) S 29000 70333 Maximum Density Check Point (ASTM D1557, DNM $ 90.00 70335 Maximum Density AASHTO C [Modified] (AASHTO T-180) S 235.00 70336 Maximum Index Density Vibratory Table (ASTM D4253) S 43500 70337 Moisture Content (ASTM D2216, CTM 226) S 40.00 70339 Moisture and Density Ring Sample (ASTM 02937) S 45.00 70341 Moisture and Density Shelby Tube Sample (ASTM D2937) S 5000 70340 Moisture -Density Relations Of Soil -Cement IOxdures S 340.00 Premixed In The Field (ASTM D558) Hveem Mbr Design Caftrans Untreated M'a gncluding $ 6.85000 70342 Moisture -Densly Relations Of Soil -Cement Mlxboes S 340.00 Hveem Mix Design Cabfans Lime Treated Mix (Including Mixed In The Lab (ASTM D558) Aggregate Quality Tests) 70328 pH Of Soils (ASTM D4972) S 6500 70330 Organic Content Of Soils (ASTM D2974, Method A Only) S 95.00 30401 Organic Impurities (ASTM C40, CTM 213) S 11500 70343 Permeability (ASTM D5084) Tests) Quotation 80001 Potential Reactivity Chemical Method (ASTM C289- $ 68500 CTM 368) Discontinued Method) 5 1,03500 70394 Potential Reactivity Mortar Bar Expansion Method, 5 1,092.00 14 -Day Exposure (ASTM C1260) 75114 70391 Potential Reactivity Mortar Bar Expansion Method, $ 3,345.00 28 -Day Exposure (ASTM C1260) Superpave Mix Design With Additives (Excluding Aggregate $ 12,690 00 70398 Potential Reactivity Concrete Bar Expansion Method S 3,640.00 Effect Of Moisture On Asphalt Paving Mixtures, Pre -Mixed (ASTM C1293), 12 month (ASTM D4867, AASHTO T283) 70399 Potential Reactivity Concrete Bar Expansion Method $ 1,285,00 (ASTM C1293). 24 month 75039 70397 Potential Reactivity of Aggregate Combination, Non -Standard $ 1,285.00 $ 44000 Method; 14 -Day Exposure, Mortar Offer ASTM C1567) Marshall StabBxy, Dry Set, 3 Replicates (AASHTO T245) $ 37600 70392 Potential Reactivity Of Aggregate Combination, Non -Standard $ 1,24000 3 Emulsion Content (Caltrans LP -8) Method; 28 -Day Exposure, Mortar (ARer ASTM C1567) 70345 R -Value Soil (ASTM 2844, CTM 301) S 53600 70347 R -Value Aggregate Base (ASTM D2844, CTM 301) $ 58800 70349 Sand Equivalent (ASTM D2419, CTM 217) $ 160.00 70351 Sieve #200 Wash Only (ASTM D1140, CTM 202) $ 114.00 70353 Sieve With Hydrometer 3/4" Gravel To Clay (ASTM D422, $ 30900 D7928, CTM 203) 70355 Sieve With Hydrometer Sand To Clay (ASTM D422, $ 29400 D7928, CTM 203) 70357 Sieve Analysis Including Wash (ASTM C138. CTM 202) $ 18600 70359 Sieve Analysis Without Wash (ASTM C136. CTM 202) $ 155.00 70360 Sieve Analysis Split Sieve (ASTM C136, CTM 202) $ 295,00 70361 Sieve Analysis Without Wash With Cobbles (ASTM C136, S 29000 CTM 202) 70363 Soundness Sodium Or Magnesium Sulfate, 5 Cycles S 232.00 (ASTM C88) 70365 Specific Gravity And Absorption Coarse (ASTM C127, $ 12500 CTM 206) 70367 Specific Gravity and Absorption Fine (ASTM C126, $ 206 00 CTM 207) 70369 Swell/Settlement Potential One Dimensional (ASTM D4546) S 106 00 70371 Triaxial Quotation 70373 Unconfined Compression (ASTM D2166, CTM 221) $ 237.00 30317 Unit Weight Per Cubic Feat (ASTM C29, CTM 212) 5 16000 30319 Voids In Aggregate With Known Specific Gravity (ASTM C29, $ 160.00 CTM 212) 30411 Lightweight Particles Coarse, with Two Solutions (ASTM C123) $ 519.00 30412 Lightweight Particles Fine, with One Solution (ASTM C123) $ 258.00 20807 Method of Test for Relative Mortar Strength of Portland S 1,400.00 Cement Concrete Sand (CT 515) Task Code Asphalt Concrete Test 75031 HMA Mixing And Preparation $ 160.00 75032 HMA Mixing And Preparation With Aggregate Treatment S 232.00 75033 Bulk Specific Gravity Of Compacted Sample Or Core SSD 5 73,00 75027 (ASTM D2726, CTM 306C) $ 27000 61.00 75036 Bulk Specific Gravity Of Compacted Sample Or Core Paraffin $ 103.00 $ 44000 Coaled (ASTM D1188 and CTM 300A) CTM 382) 118.00 Task Code Asohaft Concrete Tests, Continued Rate 75040 Emulsion Residue, Evaporation (ASTM D244) $ 19500 75024 Extraction % Bhu men (ASTM D6307, CTM 382) $ 19500 75027 Extraction % Bitumen And Gradation (ASTM D5444, D6307, $ 27000 61.00 CTM 202, 382) Absorption 5 Hour or 24 Hour 75028 Extraction % Bitumen, Correction Factor (ASTM D6307, $ 44000 Absorption (Boil) 1, 2 Or 5 Hours CTM 382) 118.00 75030 Chemical Extraction % Bitumen And Sieve Analysis $ 30500 75.00 (ASTM D2172 Method A or B, ASTM D5444) Efflorescence 75042 Lab Tested Maximum Density Hveem, 3 Briquettes $ 27000 Cares Compression (ASTM D1561, D1188, CTM 304, 308) 97,00 75057 Hveem Slabilometer Test, Premixed, 3 Briquettes $ 27000 11800 (ASTM D1560, D1561, CTM 304, 366) 75048 Lab Tested Maximum Density Marshall, 3 Briquettes $ 26000 (ASTM D6926, D2726) 75049 Lab Tested Maximum Density Marshall 6" Specimen, $ 27000 3 Briquettes (ASTM D5581, D2726) 75050 Lab Tested Maximum Density Superpave Gyratory Compacted $ 11500 Briquette, SSD, 1 Briquette (ASTM D6925, D2726) 75052 Lab Tested Maximum Density Superpave Gyratory Compacted $ 11500 Briquette, Paraffin, 1 Briquette (ASTM D1180, D6925) 75051 Maximum Theoretical Specific Gravity [RICE] (ASTM D2041, $ 20000 CTM 309) 75066 Marshall Stability And Flow, Cored Sample, Each $ 10000 ASTM D6927) 75069 Marshall Stability And Flow, Premixed, 3 Briquettes $ 28000 (ASTM D892E, D890) 75106 Marshall Stability And Flow, Gyratory Compacted Specimen S 29000 Pre Mixed, 3 Briquettes (ASTM D5581, D6925) 75107 Marshall Stability And Flow 6" Specimen, Premixed, $ 290.00 3 Briquettes (ASTM D5581) 75083 Moisture Content (CTM 370) $ 11000 75005 Wet Track Abrasion Test (ASTM D3910) $ 205-00 75093 Hveem Mix Design (Excluding Aggregate Quality Tests) S 5,74000 75096 Hveem Mix Design, With RAP (Excluding Aggregate Quality $ 6,23000 Tests, RAP Qualificalion) 75099 Hveem Mix Design, With Lime Mxcluding Aggregate Quality $ 6,59000 Tests) 75094 Hveem Mbr Design Caftrans Untreated M'a gncluding $ 6.85000 Aggregate Quality Tests) 75095 Hveem Mix Design Cabfans Lime Treated Mix (Including $ 7,83000 Aggregate Quality Tests) 75084 Marshall Mur Design (Excluding Aggregate Quallty Tests) $ 5,74000 75087 Marshall Mix Design With RAP (Excluding Aggregate Quality $ 6,23000 Tests) 75090 Marshall Mix Design With Urrha (E duding Aggnegate Quality $ 6,840 00 Tests) 75083 Open Grade Asphalt Concrete Mix Design (ASTM D7064, S 3,31000 CTM 368) 75109 Superpave Mix Design (Excluding Aggregate Quality Tests) $ 11,695.00 75113 Superpave Mix Design, With RAP (Excluding Aggregate S 12,355 00 Quality Tests) 75114 Superpave Mix Design With Rubber (Excluding Aggregate $ 12,355 00 Quality Tests) 75115 Superpave Mix Design With Additives (Excluding Aggregate $ 12,690 00 Quality Tests) 75075 Effect Of Moisture On Asphalt Paving Mixtures, Pre -Mixed $ 1,23500 (ASTM D4867, AASHTO T283) 75111 Hamburg Wheel Track Test, 20,000 Passes, 4 Briquettes $ 1,340.00 (AASHTO T324) 75039 Raveling Test Of Cold Mixed Emulsified Asphalt (ASTM D7196) $ 25000 75067 Marshall Stabllbq, Wet Set, 3 Replicates (AASHTO T245) $ 44000 75088 Marshall StabBxy, Dry Set, 3 Replicates (AASHTO T245) $ 37600 75070 Cold Recycled Asphalt Mix Design 2 Gradings Each, S 11,590 00 3 Emulsion Content (Caltrans LP -8) Task Code Mortar And Slucco - Petrographic Examination Rate 80282 Stucco, One -Coal (ASTM C856), Includes Thin Section), $ 2,250.00 Per Sample 80286 Stucco, Two -Coal (ASTM C856), Includes Thin Section), $ 2,500.00 Per Sample 80290 Stucco, Three -Coal (ASTM C856), Includes Thin Section), $ 3,000.00 Per Sample 80294 Mortar (ASTM C1324, Petrographic Examination And Chemical S 3,250.00 Analysis), Per Sample Task _ Code Brick Masonry Tests, ASTM C67 Rate 20301 Modulus Of Rupture Flexural $ 118.00 20303 Compression Strength S 61.00 20305 Absorption 5 Hour or 24 Hour S 86,00 20307 Absorption (Boil) 1, 2 Or 5 Hours $ 118.00 20309 Initial Rale Of Absorption S 75.00 20311 Efflorescence 5 91.00 20313 Cares Compression S 97,00 20315 Shear Test On Brick Cores 2 Faces S 11800 "TWINING Task Code Concrete Block. ASTM C1 20321 Compression S102,00 Rate 20323 Absorption/Moisture Conlenl/Oven Dry Density s 102.00 20327 Linear Shrinkage (ASTM C426) S 295.00 20335 Web And Face Shell Measurements s 59,00 20329 Tension Test s 188.00 20331 Core Compression $ 97.00 20333 Shear Test Of Masonry Cores 2 Faces s 118.00 20339 Efflorescence Tests S 91 00 Task Code Masonry Prisms. ASTM C1314 $ Rate 20341 Compression Test, Composite Masonry Prisms Up To 8" x 16" S 241.00 20343 Compression Test, Composite Masonry Prisms > 8" x 16" S 321.00 20346 Prism Cord Modulus of Elasticity $ 685,00 20347 Prism Cord Modulus Of Elaslicily With Transverse Strain S 846,00 Cod. (For Double -Wythe Specimen) $ Rate Task Compression Test (ASTM C495 and C472) s 81.00 Code Mortar And Grout s Rate 20351 Compression 2" x 4" Mortar Cylinders (ASTM C780) $ 7000 20353 Compression 3" x 3" x 6" Grout Prisms, Includes Trimming $ 59.00 Code (ASTM C1019) S Rate 20355 Compression 2" Cubes (ASTM C109) $ 7500 20357 Compression Cores Includes Trimming (ASTM C42) $ 8600 Task Code Masonry SDecimen Preparation Rate 20155 Cutting Of Cubes Or Prisms $ 91.00 Task _Code Flreoroo no Tests Rate 20401 Oven Dry Density (ASTM E605) $ 86 00 Task Hardness Tesl (ASTM E18) $ 107.00 Code Gunite And Shotcrete Tests $ Rate 20361 Core Compression Including Trimming (ASTM C42) $ 8600 20365 Compression Cubes (includes Saw Cutting) s 113.00 Task Concrete Roof Fill: Gypsum, Vertnicultte. Perllte, S 118,00 Cod. Lightvciaht Insulating Collcrero. Etc. $ Rate 20371 Compression Test (ASTM C495 and C472) s 81.00 20373 Air Dry Density (ASTM C472) s 59.00 20379 Oven Dry Density (ASTM 0495) $ 8600 Task Boll Proof Load Test (Greater Than 1") S 145.00 Code Reinforcing Steel, ASTM A6 S. A706 S Rate 20501 Tensile Test #11 Or Smaller s 81.00 20503 Bend Test #11 Or Smaller $ 7500 20504 Bend Test #14 Or #18 $ 42800 20505 Tensile Test#14 $ 32100 20507 Tensile Test #18 $ 42300 Task Code Reinforcing Steel - Welded Or Coupled Specitnem3 Rate 20521 Tensile Teal Welded/Coupletl #11 And Smaller S 91 00 20523 Tensile Test Welded/Coupled #14 $ 311.00 20525 Tensile Test Welded/Coupled #18 $ 471.00 20529 Weld Macroelch $ 102.00 20531 Slippage Test - Caltrans (CTM 670) $ 257.00 20532 Tensile Test Welded Hoops #11 And Smaller $ 188.00 Task Code Metal and Steal Teslim Rate 20601 Tensile Strength Up To 100K Pounds (Each) S 91.00 20603 Tensile Strength Up To 200K Pounds (Each) s 102.00 20605 Tensile Strength Up To 300K Pounds (Each) S 129.00 20607 Tensile Strength Up To 400K Pounds (Each) $ 188.00 20609 Tensile Strength 400K To 600K Pounds (Each) $ 426,00 20611 Tensile Strength Stress-Slrain Percent Offset S 266,00 20545 Weld Macroelch $ 102.00 20547 Weld Fracture $ 54.00 20615 Bend Test S 81.00 20617 Flattening Test $ 91.00 General Conditions Task Code Metal and Steel Testino. Continued 20619 Hardness Tesl (ASTM E18) $ 107.00 20630Boit Axial Tensile Test (Up To 7/8" Diameter) $ 70.00 20631 Bolt Wedge Tensile Test (Up To 7/8" Diameter) S 86,00 20632 Boit Axial Tensile Test (Greater Than 7/8" Up To 1" diameter) $ 91.00 20633 Bolt Wedge Tensile Test (Greater Than 7/8" Up To 1" Diameter) S 118,00 20634 Boll Axial Tensile Test (Greater Than 1" Diameter) $ 140.00 20635 Bolt Wedge Tensile Test (Greater Than 1" Diameter) S 150.00 20636 Bolt Proof Load Test (Up To 7/8") S 107,00 20637 Bolt Proof Load Test (Greater Than 7/8" Up To 1" Diameter) 5 129.00 20638 Boll Proof Load Test (Greater Than 1") S 145.00 20639 Nul Proof Load Test (Up To 7/8") S 75.00 20640 Nu l Proof Load Teal (Greater Than 7/8" Up To 1" Diameter) $ 102.00 20641 Nut Proof Load Test (Greater Than 1") $ 113.00 Task Code Chemical Testing Of Metal And Steel $ Rate 80170 Steel Chemical Analysis $ 20900 80173 Weight Of Galvanized Coaling (ASTM A90) $ 107.00 80176 Epoxy Coating Thickness $ 107.00 80177 Coaling Thickness $ 107.00 Task Machining And Preparation Of Tensile And Bend Code Sample: Carbon Steel 20751 Machinist Initial Preparation From Mock -Up, Etc (Per Hour) $ 15600 20753 Sawcut To Overall Width (Per 0 5" Thickness Or Fraction $ 7000 Thereof) 20755 Machine To Test Configuration Milled Specimens $ 10200 20757 Machine To Test Configuration Turned Specimens (Per 0.5" S 182 00 Thickness Or Fraction Thereof) 20759 Prepare Subsae Specimens (Per 0.5" Thickness Or Fraction s 124 00 Thereof) Task Code Ch,iIrtioact Rate 20621 Charpy Impact Ambient Temperature $ 113 00 20623 Charpy Impact Reduced Temperature $ 150 00 Task Code Machining Of Charpy Samples: Carbon Steel Rafe 20780 Cutting And Milting (Per 0.5" Or Fraction Thereof) S 102.00 20783 Final Machining To Sample Configuration $ 124,00 Task Code Prestresslno Wires And Tendons. (ASTM A416 20701 Stress -Strain Analysis Wire Or Strands (Including Chart And S 273.00 Percent Offset) 20703 Tensile Test Only $ 204.00 20705 Tendons Quotation Task Code POlvmer Matnx Composite Materials IFlberwrap) Rah 20706 Tensile Strength - Set of 5 Specimens/Balch/Direction S 1,71200 (ASTM D3039) 20707 Tensile Strength -Additional Specimens (ASTM D3039) $ 321.00 (ASTM D3039) 20708 Healing Chamber Time - Per 24 Hr. Period S 13400 Task Code Calibration Services And Universal Machine Usaae Rah 20801 Calibration/Verification Services Quotation 20803 Universal Test Machine Usage (Per Hour) S 482.00 Specialty Testing - Cylic And Fatigue Testing Programs On Special Products/Parts • Engineering And Technical Supports/Design Of Prototypes And Special Test Se( -Up • Fastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Shear, Double Shear, 8 Compressions • Fiberglass/Composite Materials Field Testing Program (ASTM D1143 D1242, D2584, D4065, D4476, D4923, D7901, D7921, and D732) • Field Tesling Of Struclu es And Structural Elements • In -Place Shear Testing • Materials And/Or Product Evaluation Per Specifications • Structural Dynamic Testing And Durability Analysis NOTE: Field inspection work condilions are established by contract with Operating Engineers, Local 3. NOTE: A minimum of 24 hours notice is required for testing and inspection services. NOTE: Far projects subject to a Project Labor Agreement (PLA), if terns/condilions of the PLA are more restrictive those terms/conditions will apply NOTE: Rates will be adjusted annually each July 1 sl la reflect increased costs, Administrative Fees All administrative fees, except as noted below, including report distribution and Twining Construction Hive system are billed at the following percentage of the monthly invoice total: 5 "TWINING General Conditions, Continued Note [hat hard copies of reports will be sent only to governing jurisdictions that mandate them. All other parties will receive reports electronically. The administrative fee above will receive reports electronically. The administrative fee above will be increased by 1% if additional hard copies of reports are requested. Submittal of project specific fortes or resumes will be billed hourly at the Administrative Support Rate. Minimum Charges (Inspection and Technician Personnel Only - Other Personnel Charged on Portal to Portal Basis) 2 -Hour Minimum: Inspector arrives at jobsile, no work to perform. 4-HourMinimum: 1 to 4 hours of inspection 8 -Hour Minimum: Over 4 to 8 hours of inspection 8 -Hour Minimum: Night Work Regular Time (All Types of Inspection and also All Non -Exempt Employees) The first 8 hours worked Monday through Friday between 4:00 a.m. and 2:00 p.m. except as noted otherwise below. Premium (All Types of Inspection and also All Non -Exempt Employees) Work performed in excess of eight (8) hours in any one working day or forty (40) hours in any one week shall be paid for at one and one-half (1-1/2) limes the regular rate of pay. Premium shall be reckoned by the hour and half-hour. Work performed in excess of twelve (12) hours in any one (1) working day shall be paid at two (2) limes the regular rate of pay. Saturday and Sunday Work (All Types of Inspection and also All Non -Exempt Employees) Work perforned on Saturday as defined below shall be paid for at one and one-haff (1-1/2) limes the regular rale of pay for the first eight (8) hours of work and at two (2) times the regular rale of pay for all hours worked in excess of eight (8). Work performed on Sunday as defined below shall be paid for at two (2) times the regular rate of pay for all hours worked. A shift, which commences on or after 1:00 am on Saturday morning and before 1:00 a.m. on Sunday morning shall be deemed Saturday work for the entire shift. A shift, which commences on or after 1:00 a m on Sunday morning and before 1:00 a.m. on Monday morning shall be deemed Sunday work for the entire shift Night Shifts When work is performed on a night shift the rate will be $9.00 gresterthen the applicable rate A night shift is a shift, which commences after 2:00 p.m or before 4 00 a.m. during any twenty-four (24) hour period commencing at 12:01 a.m. Disruptive Shift Pay Provides a minimum of eight (8) hours of night shift paywhen the night shift precludes the Employee from working the day following the night shift, excluding weekends and holidays. Holidays The following shall be considered as holidays under this Agreement and when work Is performed on these days, an Employee shall be paid at two times his or her regular straight -lime rale of pay: New Years Day, President's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, the day after Thanksgiving Day and Christmas Day Should any of these holidays fall on Sunday, the following Monday shall be considered a holiday When a holiday falls on Saturday the Friday before shall be considered the holiday. Meal Period When personnel are required bytheirtlrdies to work more than five consecutive hours without a one-half hour uninterrupted meal period, one hallhour at double time rate will be charged in addition to any applicable overtime by actual hours worked. Travel Time and Mileage For projects outside a 50 -mile radius from the nearest Twining facility. per excess mile to and from the project will be charged for inspectors and technicians Other than small tools, whenever project related equipment Is required to be transported to and from [he project site, time and mileage for inspectors and field technicians win be billed an a portal to portal basis For all projects, current IRS mileage rate per mile and applicable travel time will be charged portal to portal for engineers, consultants, supervisors, and laboretorytechnicians from the laboratory to the project site and return For work locations located 100 miles or mora from Twining, travel time will be charged at the relevant rate for inspectors and technicians in addition to a subsistence allowance as detailed below Weekend Sample Pick -Ups In order to be in conformance with testing standards, it may be required that weekend pick-ups be performed (e.g concrete specimens cast on Friday must be picked up on weekend in order to be in conformance with ASTM C31 requiring specimens to be moved to their final curing location within 48 hours of casting.) Applicable charges for weekend work will apply when this is required. Should these charges not be authorized, Twining will not be Gable forany negative consequences. Reimbursable Expenses Parking, air fare, car rental, food, lodging and project specific softwarehippllcafions (e.g PlanGrld, Procore, etc.) will be charged at cost plus 20% per processed invoice, unless provided by client. Project Specific Documents Costs presented assume [hal client will provide project specific documents (plans, specifications, submittals, RFIs, etc ) for all inspection personnel Should project specific documents be provided electronically through a "for fee" service, the client will be responsible for providing access and paying any fees for the service. Project Site Facilities Prices quoted assume that initial curing facilities for test samples that comply with relevant test standards and project requirements are provided by others. In addition, prices quoted assume that wofk/desk space for inspection staff are provided by others Additional costs, provided by quotation, will apply should Twining be required to provide such facilities Subsistence Subsistence on remote jobs will be charged per quotation. Laboratory Testing Hours and Expedited Testing Please note that laboratory testing will be billed on an hourly basis for non-standard tests. If testing is required to be performed on Saturdays, Sundays, holidays, or before 5 30 a,m, or after 4:00 p,m, an weekdays, an additional hourly charge, at the applicable regular, overtime or double time rale, with a minimum of one hour will be applied for the laboratory technician. For rash testing a 50% surcharge in addition to the regular lest rate will apply. Charges for Subcontracted Services Material sent to outside laboratory for testing: Cost plus 20% Material sent to outside fabricator or machine shop: Cost plus 20% Glu -Lam beam inspection: Cost plus 20% Other subcontractors: Cos[ plus 20% Project exclusive equipment purchase: Cost plus 20% Limit of Liability Client agrees to limit Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services under this agreement to 550,000 00 or [he fees actually paid to Twining, whichever amount is greater Higher limits may be available by quotation. Additional Insurance Coverage Any requirements for additional insurance policies or coverage beyond our normal policies/limits (e g. SIAL coverage) may be provided at an additional fee and will he quoted on a per project requirements basis "TWINING General Conditions, Continued Certified Payroll Certified payroll will be provided, upon request, at an additional charge of 5150.00/month. Fee applies to every month that certified payroll must be submitted regardless of whether or not services were provided for any given month, Final Reports Required by Jurisdiction If a final report or affidavit is required, we must first review all inspection and testing reports and clear up any unresolved issues on these reports. These issues will typically require approval by the engineer or architect of record. This process can take several weeks or just a day, depending on the number and complexity of the issues. Cost for final reports will be billed hourly. Terms of Payment Fees charged are for professional and technical services and are due upon presentation. If not paid within 30 days from date of invoice, they are considered past due and the maximum legal finance charge will be added to the unpaid balance. In addition, should the client require that invoices be submitted through a web based or electronic system, the client will be responsible for all costs associated with the use of the system A 3% fee will be applied for payments processed by credit card All invoice errors or necessary corrections shall be brought to the allentlon of Twining within 15 days of receipt of invoice Thereafter, customer acknowledges invoices are correct and valid Twining reserves the right to terminate its services to a customerwithout notice If all invoices are not current Upon such termination of services, the entire amount accrued for all services performed shall immediately become due and payable. Customer wakes any and oil claims against Twining, its subsidiaries, affiliates, servants, and agents for termination of work on account of these terms. In the event of any litigation arising from or related to any agreement to provide services whether verbal or written, the prevailing party shall be entitled to recover from the non -prevailing party all reasonable costs incurred, including staff time, court costs, attorney's fees and all other related expenses in such litigation. Additionally, In the event of a non -adjudicative settlement of litigation between the parties or a resolution of dispute by arbitration, that same process shall determine the prevailing party Hold Specimens All "hold" specimens are charged at the applicable test rate whether tested or not Specimen Sampling and Disposal Twining samples materials used in construction in accordance with standard practices, methods, codes, and relevant project requirements. Representativeness of sampling and accuracy of testing are subject to the same probabilistic and precision limitations as goveming standards, codes and project technical provisions. Should samples be provided by others Twining cannot warrant or guarantee that material is representative of material that is or will be used in actual construction of the project Specimens will be discarded aftertesting unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made. Cosls For storage will be by quotation. Oversize Specimens An extra charge will be made when test specimens require more than one person to handle because of size or weight Elevated Work Platforms In the event an elevated work platform Is required to safety complete our work, the client must provide safe access For Twining personnel for as required inspection, tw0mg, sampling, etc including a trained and certified operator or qualified Inspector as applicable Twining will not be responsible for signing waivers associated with providing such access. Should Twhdng be required to supply an elevated work platform, we will contract with a qualified vendor and the markups shown above will apply TWINING PROJECT MANAGER: PROJECT NAME: JOBSITE ADDRESS: 2024-2025 PROJECT SETUP AND REPORT DISTRIBUTION PERMIT NO: JOBSITE CONTACT: PHONE: Are daily field reports required to be signed by an authorized representative? ❑YES ❑NO If yes, please provide names or titles of who is authorized to sign Is prior approval required if overtime or double-time charges will be incurred? ❑YES ❑NO If yes, please provide names, titles, and contact information for who can authorize overtime and/or double-time charges CA. PREVAILING WAGE ❑YES [-]NO I DAVIS BACON ❑YES [-]NO I PROJECT LABOR AGREEMENT (PLA) [-]YES ❑NO INSURANCE REQUIRED ❑YES ❑N01 CERTIFIED PAYROLL ❑YES [-]NO I DIR* /ADVERTISED DATE PRELIMINARY NOTICE INFORMATION REQUIRED" (20 -day preliminary notice information must be provided as of January 1, 1995, per Civil Code Section 8200) Electronic copies of all reports will be distributed to the following parties automatically. CLIENT" INVOICE / Attention Attention Email Email Phone/Fax Number Mailing Address CERT PIR / Attention City, State, Zip Code Email Phone/Fax Number Phone/Fax Number Mark if hard copies of reports are required to party above' Special Project or Invoicing Instructions: OWNER*" LENDER"* None Attention Attention Email Email Mailing Address Mailing Address City, State, Zip Code City, State, Zip Code Phone / Fax Number Phone/Fax Number Mark if hard copies of reports are regurred to party above.' Mark it hard copies of reports are required to party above.' GEN CONTRACTOR" BUILDING DEPT. Attention Attention Email Email Mailing Address Mailing Address City, State, Zip Code City, State, Zip Code Phone/Fax Number Phone/Fax Number Mark if hard copies of reports are required to party above.' Mark it hard copies of reports are required to party above ' STRUCT. ENGINEER ARCHITECT Attention Attention Email Email brenna.nurmi(a_)cityotsanratael.org Mailing Address Mailing Address City, State, Zip Code ban Ratael City, State, Zip Code Phone/Fax Number 4154853066 1 Phone/Fax Number Mark if hard copies of reports are required to pa above! Mark if hard copies of reports are required to party above! By default, hard copies of reports are sent to the governing jurisdiction only. Requesting that hard copies be mailed to any of the parties above will incur a 1 % increase to your administrative fees. RAFq�` �1 s z yo V WITH P CONTRACT ROUTING FORM INSTRUCTIONS: Use this cover sheet to circulate all contracts for review and approval in the order shown below. TO BE COMPLETED BY INITIATING DEPARTMENT PROJECT MANAGER: Contracting Department: Public Works Project Manager: Shannon Mackle (for Andrew Powell) Extension: 3353 Contractor Name: Twining, Inc Contractor's Contact: Mariel Attento Rhorer Contact's Email: mattento@twininginc.com ❑ FPPC: Check if Contractor/Consultant must file Form 700 Step RESPONSIBLE DESCRIPTION COMPLETED REVIEWER DEPARTMENT DATE Check/Initial 1 Project Manager a. Email PINS Introductory Notice to Contractor Click here to C enter a date. b. Email contract (in Word) and attachments to City 12/3/2024 Attorney c/o Laraine.Gittens@cityofsanrafael.org ❑X SM 2 City Attorney a. Review, revise, and comment on draft agreement 12/3/2024 and return to Project Manager 12/3/2024 ❑X NT b. Confirm insurance requirements, create Job on PINS, send PINS insurance notice to contractor ❑X NT 3 Department Director Approval of final agreement form to send to 12/4/2024 © AM contractor 4 Project Manager Forward three (3) originals of final agreement to 12/4/2024 contractor for their signature 5 Project Manager When necessary, contractor -signed agreement ❑X N/A agendized for City Council approval * *City Council approval required for Professional Services ❑ Agreements and purchases of goods and services that exceed Or $75,000; and for Public Works Contracts that exceed $175,000 Click here to Date of City Council approval enter a date. PRINT CONTINUE ROUTING PROCESS WITH HARD COPY 6 Project Manager Forward signed original agreements to City Attorney with printed copy of this routing form 7 City Attorney Review and approve hard copy of signed agreement 8 City Attorney Review and approve insurance in PINS , and bonds (for Public Works Contracts) 9 City Manager/ Mayor Agreement executed by City Council authorized official 10 City Clerk Attest signatures, retains original agreement and forwards copies to Project Manager TO 141 - Materials Testing for Downtown Library Renovation - Twining Final Audit Report 2024-12-09 Created: 2024-12-05 By: Shannon Mackle (Shannon.mackle@cityofsanrafael.org) Status: Signed Transaction ID: CBJCHBCAABAAelWzOJnzHa ORWDJSwBdJW-YhPXkVDd6 "TO 141 - Materials Testing for Downtown Library Renovation - Twining" History Document created by Shannon Mackle (shannon.mackle@cityofsanrafael.org) 2024-12-05 - 0:43:05 AM GMT- IP address: 69.181.69.46 E-► Document emailed to Mariel Attento (mattento@twininginc.com) for signature 2024-12-05 - 0:46:02 AM GMT Email viewed by Mariel Attento (mattento@twininginc.com) 2024-12-05 - 0:54:41 AM GMT- IP address: 54.241.109.45 ZL Document shared with andrew.powell@cityofsanrafael.org by Shannon Mackle (shannon.mackle@cityofsanrafael.org) 2024-12-05 - 1:03:16 AM GMT- IP address: 69.181.69.46 6© Document e-signed by Mariel Attento (mattento@twininginc.com) Signature Date: 2024-12-05 - 8:15:13 PM GMT - Time Source: server- IP address: 12.145.98.29 C'► Document emailed to Linas Vitkus (Ivitkus@twininginc.com) for signature 2024-12-05 - 8:15:16 PM GMT Email viewed by Linas Vitkus (Ivitkus@twininginc.com) 2024-12-05 - 9:55:05 PM GMT- IP address: 54.241.109.45 by Document e-signed by Linas Vitkus (Ivitkus@twininginc.com) Signature Date: 2024-12-05 - 9:55:33 PM GMT - Time Source: server- IP address: 68.96.86.123 C� Document emailed to Laraine Gittens(Iaraine.gittens@cityofsanrafael.org) for approval 2024-12-05 - 9:55:36 PM GMT SAN RAFAEL Adobe "; Acrobat Sign Email viewed by Laraine Gittens (laraine.gittens@cityofsanrafael.org) 2024-12-06 - 5:34:10 PM GMT- IP address: 104.47.64.254 6© Document approved by Laraine Gittens (laraine.gittens@cityofsanrafael.org) Approval Date: 2024-12-06 - 5:37:16 PM GMT - Time Source: server- IP address: 199.88.113.8 E14 Document emailed to rob.epstein@cityofsanrafael.org for signature 2024-12-06 - 5:37:20 PM GMT Email viewed by rob.epstein@cityofsanrafael.org 2024-12-06 - 6:30:23 PM GMT- IP address: 24.5.134.43 GS© Signer rob.epstein@cityofsanrafael.org entered name at signing as Robert F. Epstein 2024-12-06 - 6:30:45 PM GMT- IP address: 24.5.134.43 d© Document e -signed by Robert F. Epstein(rob.epstein@cityofsanrafael.org) Signature Date: 2024-12-06 - 6:30:47 PM GMT - Time Source: server- IP address: 24.5.134.43 P'., Document emailed to city.clerk@cityofsanrafael.org for approval 2024-12-06 - 6:30:50 PM GMT Email viewed by city.clerk@cityofsanrafael.org 2024-12-06 - 6:32:14 PM GMT- IP address: 104.47.65.254 6© Signer city.clerk@cityofsanrafael.org entered name at signing as Brenna Nurmi 2024-12-06 - 6:32:53 PM GMT- IP address: 199.88.113.8 iSo Document approved by Brenna Nurmi (city. clerk@cityofsanrafael.org) Approval Date: 2024-12-06 - 6:32:55 PM GMT - Time Source: server- IP address: 199.88.113.8 P4 Document emailed to cristine.alilovich@cityofsanrafael.org for signature 2024-12-06 - 6:33:00 PM GMT Email viewed by cristine.alilovich@cityofsanrafael.org 2024-12-09 - 2:30:40 AM GMT- IP address: 104.47.65.254 do Signer cristine.alilovich@cityofsanrafael.org entered name at signing as Cristine Alilovich 2024-12-09 - 2:31:21 AM GMT- IP address: 71.198.110.147 do Document e -signed by Cristine Alilovich (cristine.alilovich@cityofsanrafael.org) Signature Date: 2024-12-09 - 2:31:23 AM GMT - Time Source: server- IP address: 71.198.110.147 Agreement completed. 2024-12-09 - 2:31:23 AM GMT YJ(�` SAN RAFAEL Adobe Acrobat Sign