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Home My WebLink AboutTwining Inc; 2020-08-18; PSA21-1206CMIPSA21-1206CMI City Attorney Approved Version 7/19/17 1 PROJECT TASK DESCRIPTION AND FEE ALLOTMENT NO. 5 PROJECT NO. 6070 This fifth Project Task Description and Fee Allotment, is entered into on _________________________________________, pursuant to an Agreement between TWINING INC., a California corporation, ("Contractor") and the CITY OF CARLSBAD, ("City") dated Aug. 18, 2020, (the “Agreement”), the terms of which are incorporated herein by this reference. 1. CONTRACTOR'S OBLIGATIONS Contractor shall provide Materials Testing and Inspection Services in accordance with the City of Carlsbad Engineering Standards, 2016 Edition, the Standard Specifications for Public Works Construction, 2018 Edition and the supplements thereto as published by the “Green Book” Committee of Public Works Standards and the proposal dated April 22, 2021, (“proposal”), attached as Appendix "A" for the Traffic Calming on Oriole Court, Mimosa Drive, Moorhen Place and Dove Lane, (the “Project"). The Project services shall include Materials Testing and Inspection Services. 2. PROGRESS AND COMPLETION Contractor's receipt of this Project Task Description and Fee Allotment, signed by the City Manager or Director and a Purchase Order from the City’s Purchasing Department, constitutes notification to proceed to the Contractor. Contractor shall begin work within five (5) working days after receiving this fully executed document and a City Purchase Order. Contractor shall complete the work within twenty (20) working days thereafter. Working days are defined in section 6-7.2 “Working Day” of the Standard Specifications for Public Works Construction (Green Book). Extensions of time for this Task Description may be granted if requested and agreed to in writing by the Director or City Manager. In no event shall Contractor work beyond the term or authorized compensation of the Master Agreement, as amended by this Project Task Description and Fee Allotment. 3. FEES TO BE PAID TO THE CONTRACTOR Contractor’s compensation for the Project is shown in Table 1, "Fee Allotment", herein. Fees shall be paid on the basis of time and materials for each task group shown in Table 1. Progress payments shall be based on work days. Appendix "A", attached, prepared by Contractor and reviewed by City, shows the parties’ intent as to the elements, scope and extent of the task groups. Contractor acknowledges that performance of any and all tasks by the Contractor constitutes acknowledgment by Contractor that such tasks are those defined in Appendix "A". Additional task groups, not shown in Table 1 or Appendix “A”, will be performed by the Contractor only upon authorization of the City through the mechanism of a separate Project Task Description and Fee Allotment and Purchase Order. In the event that City directs Contractor to curtail or eliminate all, or portions of the task groups identified in Table 1 or Appendix A, then the Contractor shall only invoice the City for work actually performed. The maximum total cost of Contractor's services for this Project Task Description and Fee Allotment is $833.75. DocuSign Envelope ID: D2056155-A33A-403D-9F3B-3937DEA834BC May 4, 2021 PSA21-1206CMI City Attorney Approved Version 7/19/17 2 4. PREVAILING WAGE RATES Any construction, alteration, demolition, repair, and maintenance work, including work performed during design and preconstruction such as inspection and land surveying work, cumulatively exceeding $1,000 and performed under this Agreement are subject to state prevailing wage laws. The general prevailing rate of wages, for each craft or type of worker needed to execute the contract, shall be those as determined by the Director of Industrial Relations pursuant to the Section 1770, 1773 and 1773.1 of the California Labor Code. Pursuant to Section 1773.2 of the California Labor code, a current copy of applicable wage rates is on file in the office of the City Engineer. Contractor shall not pay less than the said specified prevailing rates of wages to all such workers employed by him or her in the execution of the Agreement. Contractor and any subcontractors shall comply with Section 1776 of the California Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require any subcontractors to comply with Section 1776. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: D2056155-A33A-403D-9F3B-3937DEA834BC PSA21-1206CMI City Attorney Approved Version 7/19/17 3 TABLE 1 FEE ALLOTMENT MATERIALS TESTING AND INSPECTION SERVICES TASK GROUP TIME & MATERIALS Materials Testing and Inspection Services $833.75 TOTAL (Not-to-Exceed) $833.75 CONTRACTOR Twining, Inc., a California corporation Twining, Inc., a California corporation (name of Contractor) (name of Contractor) By: By: (sign here) (sign here) Amy Owens, Vice President Edward M. Twining, Jr., Chairman (print name/title) (print name/title) If Contractor is a corporation, this document must be signed by one individual from each column: Column A Chairman, President or Vice-President Column B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. CITY OF CARLSBAD, a municipal corporation of the State of California By: ________________________________ Date: _________________________ Paz Gomez, Deputy City Manager, Public Works, as authorized by the City Manager APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ____________________________ Assistant City Attorney DocuSign Envelope ID: D2056155-A33A-403D-9F3B-3937DEA834BC May 4, 2021 15950 Bernardo Center Drive, Suite J San Diego CA 92127 Tel 858.974.3750 Fax 858.974.3752 April 22, 2021 Proposal: 21-0198CO Ms. Emily Hasegawa, PE Municipal Project Manager City of Carlsbad 1635 Faraday Ave, Carlsbad, CA92008. Subject: Proposal to Provide Materials Testing and Special Inspection Service Project: Traffic Calming on Oriole Ct, Mimosa Dr, Moorhen Pl and Dove Ln (Additional) Ms. Hasegawa, Twining is currently providing material testing and special inspection for the subject project. And our current budget will not be enough to cover the service needed for the project. We are providing cost estimates for the additional work for the project. Project Understanding: We understand that the Traffic Calming project will consist of saw cutting existing pavement as well as subgrade improvements along with curb & gutter construction and HMA paving within the above referenced streets. From the current schedule we will require one 4-hours shift for Asphalt technician and one 4-hours shift for concrete/ACI technician. Please note that the cost estimates for Traffic Calming job was prepared based on the provided construction schedule, however, our services are billed on a time and materials basis and we will provide our services in conjunction with the contractors schedule. Twining is truly excited to work with your firm in support of the project and we appreciate the opportunity to provide this proposal to you. We are confident that our firm will provide quality service at the best possible cost to you as we continue to demonstrate our high level of service and commitment to a successful project. If you have any questions regarding our submittal, feel free to contact Sharif Mohiuddin at (858) 974-3750 or directly at (909) 244-4207. Sincerely, Sharif Mohiuddin Senior Staff Engineer Attachments: i.Cost Estimate (1 Page) PSA21-1206CMI - Task No. 5 Appendix "A" DocuSign Envelope ID: D2056155-A33A-403D-9F3B-3937DEA834BC Project Name: City of Carlsbad- Traffic Calming on Oriole Ct, Mimosa Dr, Moorhen Pl and Dove Ln Twining, San Diego Proposal No: 21-0198CO Date: 04-22-2021 Description of Work Assumptions Average Manpower Anticipated Days Total DIVISION 1: CONCRETE Special Inspector/Registered Deputy Inspector - Reinforced Concrete Sampling / Testing Assumed 4 hour shifts 1 4 Hours 100.00$ 400.00$ Project Manager 0.25 Hours 135.00$ 33.75$ SUB-TOTAL 433.75$ DIVISION 2: ASPHALT Asphalt Inspector Asphalt Field Inspector 1 4 Hours 100.00$ 400.00$ SUB-TOTAL 400.00$ GRAND TOTAL 833.75$ PSA21-1206CMI - Task No. 5 Appendix "A" DocuSign Envelope ID: D2056155-A33A-403D-9F3B-3937DEA834BC The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 2/8/2021 Dealey,Renton &AssociatesDRALicense0020739600AntonBoulevard,Suite 100CostaMesaCA92626 Cheryl Boden 714-427-6810 714-427-6818 cboden@dealeyrenton.com Great Midwest Insurance Company 18694 Travelers Property Casualty Company of America 25674Twining,Inc.PO BOX 47LongBeach CA 90801 Starstone National Insurance Company 25496 1151751289 B X 1,000,000 X 300,000 5,000 1,000,000 2,000,000 X Y Y 6301E077052 2/1/2021 2/1/2022 2,000,000 B 1,000,000 X XX Y Y 8104L111617 2/1/2021 2/1/2022 B X X 2,000,000YYCUP0J750759 2,000,000 2/1/2021 2/1/2022 C Y T10190480 2/1/2021 2/1/2022 X 1,000,000 1,000,000 1,000,000 A ProfessionalLiabilityClaimsMade AE-GM-0000066-01 2/1/2021 2/1/2022 $2,000,000$2,000,000 per claimannl.aggr. Umbrella policy is a follow-form to underlying General Liability/Auto Liability/Employers Liability.Re:Al Projects.The Carlsbad Municipal Water District (CMWD)and the City of Carlsbad and its officers,officials and employees are Additional Insured as respects to General&Auto Liability coverage as required by written contract.Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to GeneralLiabilitycoverage.Separation of Insureds -Except with respect to the Limits of Insurance,and any rights or duties specifically assigned in this Coverage Part to the first NamedInsured,this insurance applies:a.As if each Named Insured were the only Named Insured;andSeeAttached... 30 Day Notice of Cancellation City of Carlsbad/CMWDc/o EXIGIS Insurance Compliance ServicesP.O.Box 947MurrietaCA92564 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: 1 1 Dealey,Renton &Associates Twining,Inc.PO BOX 47LongBeach CA 90801 25 CERTIFICATE OF LIABILITY INSURANCE b.Separately to each insured against whom claim is made or suit is brought.Waiver of Subrogation included in Work Comp.,General and Auto Liability coverage as required by written contract. Policy #6301E077052 COMM RCI L G NERAL IAB LI YE A E L I T T IS ENDORSEMENT CHANGES T E POLICY.PLEASE REA IT CA EF LLYHHD R U . BLANKET ADDITIONAL INSURED –A TOMA IC STA USUT T IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) Thi e dorseme t m dfie i surance prov ded under he f l o ing:s n n o i s n i t o l w COMM RCI L G NERAL IAB LI YCOVERAG PA TE A E L I T E R The fol owing is ad ed told SE TI N II –WHO IS AN (a)C O The Addi ional Insured –Owne s, Le -t r s INSU EDR:see or Contra tors –Scheduled Persos c n or Organizat o endorsem n CG 20 10in e tAny erson or o ganiza io tha :p r t n t 07 04 o CG 20 10 04 13, the Addi ionalrta.Yo agree in a writ en cont a t o ag ee ent toutrcr r m In ured –Owne s, Le see or Con ra -s r s s t ciclueas an a ditio al insured on thi Cov ragen d d n s e to s –Com le ed Ope ations endorserptr-Pa t anr;d m n CG 20 37 07 04 or CG 20 37 04 13,e tb.Ha not been added a an additio al in ured fossnsr or both o such endo seme ts wi h ei hefrnt t r the sam proje t by at a hm nt o an en orseec t c e f d -o ho e ed tio date ; orf t s i n smnunder thi Cov rage Pa t which includeet s e r s (b)Ei her or bot o the fol o ing the Addithf l w :-such perso or organi at on in the endorsem nt'snz i e tio al In ured –Owne s, Le sees o Con-n s r s rschedule;tra to s –Scheduled Person Or Organ -c r i i a insured but:s n ,za ion en orsem n CG 20 10, o the Ad-t d e t r a.On y with re pe t to lia ili y fo "bodily injury di ional Insured –Owl s c b t r t ne s, Le see ors s r"or Co tra tors –Com le ed Ope atio s en-n c p t r n"prope ty dam ge that o cur , or fo "perso alra" c s r n do sem nt CG 20 37, wi hout a edit oretninijuycaused by an o f n e that is com it ed,n r "f e s m t da e o uch endo sem nt pe i ie ;t f s r e s cf dsubsequent to the signing of that contract or ag ee ent and while that pa t o the cont a t ormrfrcr the person o o gan zat on i an addit onal inr r i i s i - ag ee ent s in efe t andrmi f c;sure only i the in ury or dama e i ca sed,d f j g s u b.On y a de cri ed in Paragraph be i whole o in part by al s s b -n r , cts o om ssions ori f(1),(2)or (3) y u or you subcont a tor in the pe fo man eor r c r r clow, whichev r appl e :e i s o "y u work"to whi h the writ en cont act oforc t r r(1)If the wri ten cont act or ag ee ent speci i a-t r r m fc l ag ee ent ap lie ; ormpsrlyrequireyou to provde addi ional insureds i t (3)If ne ther aragraphiP (1)nor (2)abov appl e :e i scovrage to tha person or organi ation byetz the se o :u f (a)The perso or o ganizat o is a addinrin n - tio al i sured only if a d to the ex entn n ,n t(a)The Additional Insured –Owners, Les- that the injury o dama e i ca sed by,r g s useeoContactors–(Form B) en orsesr r d - a t or omi sions o y u o y u subcon-cs s f o r o rmnG20 10 11 85; oretC tra to in the pe fo ma ce o "y ur workcr r r n f o "(b)Ei her or bot o the fol o ing the Addithf l w :-to whi h the wri ten co tra t o agree-c t n c rtioalInured–Owne s, Le sees o Con-n s r s r m nt applie ; andestratos–Scheduled Person Or Organ-c r i (b)Su h pe son o organiza io does notcr r t nzationendorsement CG 20 10 10 01, or qual fy a an addi ional insured with rei s t -the Addit onal Insured –Owne s, Le seeirs s spe t to the independent acts or om s-c ior Co tra tors –Com leted Ope ationsncpr sio s o uch erson or organizationnf s p .endo sem nt G 20 37 0 01;r e C 1 The insurance prov ded to such addi ional i sured isitnthe person o o ganzat on i an addit onal inr r i i s i - subje t o hefo lowing p ovsion :c t t l r i ssureonlyifthe inju y or dama e ari e outdrgs s o "y u work"to whi h the writ en cont act oforc t r r a.If the Lim t o Insurance o thi Cov rage Partis f f s e ag ee ent ap lie ;r m p s shown i the De larat on ex eed the m nim mnc i s c i u (2)If the wri ten cont act or ag ee ent speci i a-t r r m fc l l mt req ired by the wri ten co t act o agree-i is u t n r r ly require you to provde addi ional insureds i t m n , the i surance provded to the addit o al i -e t n i i n n cov rage to tha person or organi ation byetz sure wi l be lim ted to such m nim m requi eddl i i u r the se o :u f l mt . For the purpo es o de erm ni g whethei is s f t i n r CG 6 04 02 19D ©2017 T e Travelers IndemnityCompany.All rights rehserved.Pa e 1 o 2gf Policy #6301E077052 COMM RCI L G NERAL IAB LI YEAELIT th s lim tation , the mi im m lim ts requi ed i a claimiinuirn. To the ex ent po sible suchts, by the written co tra t or agreem nt wi l be con-no ice should innceltcl de:u si e ed to incl de the m nim m lim t o any Umdruiuisf-(a)How,when and where the "o cur en ecrc" brel a or Ex ess lia il ty cov rage requi ed fo thelcbierr or o fe se took la e;f n p c addi ional insured by that written cont a t otrcr (b)The nam s and add e se o any inj rederssfuageeentThiprovsionwilnot increa e therm.s i l s pe sons an witne se ;andrdsslmtoinurance escribed in Sect oniisfsdi III –Lim tis (c)The nature and loca ion o any injury otfrOfIsurancen. dama e a i i g out o the "o cur en e ogrsnfcrc"rb.The in uran e prov ded to such a dit onal insuredscidi o fe se.f ndoenotapplytos:(2)If a claim is ma e o "sui "i brought agai stdrtsn(1)Any "bodi y inju y ,"property dam ge olr"a "r the ad it onal nsureddii:"pe sonal injury arising out o the provd ng,r "f i i (a)Im e ia ely re ord the o themdtcfor fai ure to prov de, any pro e sional archilifs- cla m or "suit an the date re eiv d; andi"d c etetual, e gineer ng or surv yin se v ce ,c r n i e g r i s i clu ing:n d (b)No i y us a soon a pra ticable an seetfsscd to i that we re eiv wri ten not ce o thetcetif(a)The prepari g, approv ng,or fa l ng toniii cla m or "suit a soon ai"s sprepae o approv ,ma s, shop draw-r r e p i g , opin on , repo ts, surv ys, fiel o -n s i s r e d r (3)Im ed ately send us copie o a l legal pamisfl- de s or change o de s, o the prepari g,pe s re eiv d in r r r r n r c e co ne tion wi h the claim onctr approv n , o fai ing to prepare or ap-"sui ", coope ate wi h us i g r l t r t in the inv stigat onei prov , drawings and spe i i a ion ; and o the claim o deecfctsfrfense agai stn the "suit , and othe wi e com ly with all pol cy"r s p i()b Su ervso y,in pe t on, archi ect ral opirscitur condi ion .t sengineerinatvte.g c i i i s (4)Te der the de en e and indem i y o anynfsntf(2)Any "bodily inj ry or "property dam geu"a " cla m or "sui "to any prov der o o her insur-i t i f tcaused by "work a d included in the"n an e whi h woud cov r such addit onal i -c c l e i n"produ ts-om leted ope ation hazard"unccprs- le s the wri ten con ra t or ag ee ent spe if -sure fo a s t t c r m c i d r loss we cov r. 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Þîô Ý±²ó ½»¿´³»²¬ô ·®»°®»»²¬¿¬·±²ô ® ®¿«¼ô ±º ÝÌ Ê Š Þ ßÌ ÝÌæ Ì¸» «²·²¬»²¬·±²¿´ ±³··±² ±ºô ±® «²·²¬»²¬·±²¿´ »®®±® ·²ô ¿²§ ·²º±®³¿¬·±² ¹·ª»² ¾§ §±« ¸¿´´ ²±¬ °®»¶«¼·½» §±«® ®·¹¸¬ «²¼»® ¬¸· ·²«®¿²½»ò Ø±©ó »ª»® ¬¸· °®±ª··±² ¼±» ²±¬ ¿ºº»½¬ ±«® ®·¹¸¬ ¬± ½±´ó ´»½¬ ¿¼¼·¬·±²¿´ °®»³·«³ ±® »¨»®½·» ±«® ®·¹¸¬ ±º ½¿²½»´´¿¬·±² ±® ²±²ó®»²»©¿´ò ÐÑÔ×ÝÇÒËÓÞÛÎæ COMMERCIAL GENERAL LIABILITY ISSUED DATE: ÌØ×ÍÛÒÜÑÎÍÛÓÛÒÌÝØßÒÙÛÍÌØÛÐÑÔ×ÝÇòÐÔÛßÍÛÎÛßÜ×ÌÝßÎÛÚËÔÔÇò Éß×ÊÛÎÑÚÌÎßÒÍÚÛÎÑÚÎ×ÙØÌÍÑÚÎÛÝÑÊÛÎÇ ßÙß×ÒÍÌÑÌØÛÎÍÌÑËÍ Ì¸·»²¼±®»³»²¬³±¼·º·»·²«®¿²½»°®±ª·¼»¼«²¼»®¬¸»º±´´±©·²¹æ ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇÝÑÊÛÎßÙÛÐßÎÌ   ø×º²±»²¬®§¿°°»¿®¿¾±ª»ô·²º±®³¿¬·±²®»¯«·®»¼¬±½±³°´»¬»¬¸·»²¼±®»³»²¬©·´´¾»¸±©²·²¬¸»Ü»½´¿®¿¬·±² ¿¿°°´·½¿¾´»¬±¬¸·»²¼±®»³»²¬ò÷ Ì¸» ÌÎßÒÍÚÛÎ ÑÚ Î×ÙØÌÍ ÑÚ ÎÛÝÑÊÛÎÇ ¼¿³¿¹»¿®··²¹±«¬±º§±«®±²¹±·²¹±°»®¿¬·±²±® ßÙß×ÒÍÌ ÑÌØÛÎÍ ÌÑ ËÍ Ý±²¼·¬·±² øÍ»½¬·±² ×Êó þ§±«®©±®µþ¼±²»«²¼»®¿½±²¬®¿½¬©·¬¸¬¸¿¬°»®±² ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇ ÝÑÒÜ×Ì×ÑÒÍ÷ ±® ±®¹¿²·¦¿¬·±² ¿²¼ ·²½´«¼»¼ ·² ¬¸» þ°®±¼«½¬ó ·¿³»²¼»¼¾§¬¸»¿¼¼·¬·±²±º¬¸»º±´´±©·²¹æ ½±³°´»¬»¼±°»®¿¬·±²¸¿¦¿®¼òþÌ¸·©¿·ª»®¿°°´·» ±²´§¬± ¬¸»°»®±² ±®±®¹¿²·¦¿¬·±² ¸±©² ·² ¬¸»É»©¿·ª»¿²§®·¹¸¬±º®»½±ª»®§©»³¿§¸¿ª»¿¹¿·²¬Í½¸»¼«´»¿¾±ª»ò¬¸»°»®±²±®±®¹¿²·¦¿¬·±²¸±©²·²¬¸»Í½¸»¼«´» ¿¾±ª»¾»½¿«»±º°¿§³»²¬©»³¿µ»º±®·²¶«®§±® Ý±°§®·¹¸¬ô×²«®¿²½»Í»®ª·½»Ñºº·½»ô×²½òôïççî Ð¿¹»ï±ºï Any person or organization that you agree in a written contract 2/8/20216301E077052 PO I Y UMBE :L C N R T IS ENDORSEMENT CHANGES T E POLICY. PLEASE REA IT CA EFULLY.H H D R TOTA AGGREGA E LIMIT A D DESIGNA ED PROJECTLTNT AND LOCA ION AGGREGA E LIMITSTT COMM RCI L G NERAL IAB LI Y COVERAG PA TE A E L I T E R SCHEDU E – LI ITS O N URANCE AND DES GNAT D PRO ECTS AND LO ATIONL M F I S I E J C S L MIT F INSURANCEISO To al Aggrega e Li it $t t m (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnated P oj ct Agg eg te Limi $i r e r a t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d ocatio Agg ega e Lim t $i e L n r t i (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Ge eral Agg egate L mi $n r i t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d P o ects:i e r j Des gnat d Locatio s:i e n P O ISION a.R V S In ureds;s b.Cla m made o "suit " brought;i s r s1. c.Pe sons o making claimr r s or ring ng "suits"; obir d."Proe ts" o "lo ation ".j c r c s 3.The folo ing re la es Paragraphlwpc 2.of SE TI N II – LI IT F INSU AN ECOIMSOR C : 2.The fo lo ing re la es Paragraphlwpc 1.of 2. a.SE TI N II – LI IT F INSU AN ECOIMSOR C : 1. CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 1 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s This endorsement modifies insurance provided under the following: organizations The General Aggregate Limit (Other Than Products-Completed Operations) shown in the Declarations is replaced by the Limits of Insurance shown in the Schedule – Limits Of Insurance And Designated Projects And Locations. The Limits of Insurance shown in the Declarations or the Schedule – Limits Of Insurance And Designated Projects And Locations, whichever apply, and the rules below fix the most we will pay regardless of the number of: The Total Aggregate Limit shown in the Schedule – Limits Of Insurance And Designated Projects And Locations is the most we will pay for the sum of all amounts under the Designated Project Aggregate Limit, all amounts under the Designated Location Aggregate Limit and all amounts under the General Aggregate Limit. This includes: P-630-1E077052 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 02-01-21 41,000,000 2,000,000 2,000,000 2,000,000 EACH "PROJECT" FOR WHICH YOU HAVE AGREED, IN A WRITTEN CONTRACT WHICH IS IN EFFECT DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT, PROVIDED THAT THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. EACH PREMISES OWNED BY OR RENTED TO YOU. COMM RCI L G NERAL IAB LI YEAELIT (1)Da a es under Cov ragemge A, ex eptc (b) dama e o "bod ly inju ygsfir" or "property dam ge incl ded in thea"u "product -com leted ope ationsspr Su h pay e ts will not reduce thecmnhazad";r Ge eral Aggregate Lim t de cri ednisb (2)Da a es unde Cov ragemgre B; and i Pa agraphnr 2.d.below, the De ignated Proje t Aggrega e Lim tscti(3)Med cal ex en es under Cov rageipse fo any other "project o ther"rC.De ignated Lo at on Aggregatescib.Su je t to the Total Aggregate Lim tbci Lim t.idecried i Paragraphsbn 2.a.abov ,thee c.Su je t to the Total Aggregate Lim tbciDeignatedProjet Aggrega e Lim tscti de cri ed i Paragraphsbn 2.a.abov ,theeshown in the Schedule –Lim t Ofis De ignated Lo at on Aggregate Lim tsciiInurance And Designated Proje ts Andsc shown in the Schedule –Lim t OfisLoatios applie and is fur he subje tcnstrc In urance And Designated Proje ts Andsctoalohefolowing prov sion :l f t l i s Lo atio s applie and is fur he subje tcnstrc(1)The De ignated Proje t Aggregatesc to al o he fol owing prov sion :l f t l i s Limt is the m st we wi l pay for theiol (1)The Designated Lo ation Aggregatecsumo:f Lim t is the m st we wil pay for theiol(a)Da a es unde Cov ragemgre A sum o :fbeauseo"bodily inj ry ancfu"d (a)Da a es unde Cov ragemgre A"prope ty dama e ca sed byrg"u be ause o "bodily inj ry ancfu"d"o cur en e "; andcrcs "prope ty dama e ca sed byrg"u(b)Med cal ex enses undeipr "o cur en e "; andcrcs Cov ragee C fo "bodily injuryr"(b)Med cal ex enses undeiprcaused y a ci ent ;b c d s Cov ragee C fo "bod ly injuryri"that can be att ibuted only tor caused y a ciden s;b c toperatios at a ingle "proje t".n s c that can be att ibuted only tor(2)The De ignated Proje t Aggregatesc operatio s at a single "loca ion".n t Limt ap lie se arately to eachipsp (2)The De ignated Lo ation Aggregatesc"proect .j "Lim t ap lie se arately to eachipsp "lo ation .c "(3)The Designated Project Aggregate Limt doe no apply to dam geistas (3)The De ignated Lo ation Aggregatesc be ause o "bodily injury ocf"r Lim t doe no apply to dam geistas "proper y dama e incl ded in thetg"u be ause o "bodily injury ocf"r "product -com leted ope ationsspr "proper y dama e incl ded in thetg"u haza d". Instead, the Products-r "product -com leted ope ationsspr Co p eted Operatio s Aggregatemln haza d".Instead, the Products-r Limt de cribed i Paragraphisn 3.Co p eted Operatio s Aggregatemln Lim t de cribed i Paragraphisn 3.beow applie tosuch dama e .l s g s be ow applie to such dama e .l s g s(4)The De ignated Proje t Aggregatesc (4)The De ignated Lo ation AggregatescLimt doe no apply to dam geistas Lim t doe no apply to dama eistgsundeCovragereB. Instead, the unde Cov ragere B. Instead, theGeeralAggregateLimtdecriednisbGeeralAggregateLimtdecriednisbiPaagrapnrh2.d.below applie tos i Pa agrapnrh 2.d.below applie tossuch am ges.d a such am ges.d a (5)Any payme ts m de fo dam ge onarasr (5)Any payme ts m de fo dam ge onarasr m d cal ex ense to whi h theeipsc m dcal ex ense to whi h theeipsc De ignated Proje t Aggrega e Lim tscti De ignated Lo at on A gregate im tscigLi appl e will redu e:i s c appl e will redu e:i s c (a)The o al Aggrega e Lim t andTtti;(a)The o al Aggrega e Lim t andTtti; Pa e 2 of 3g © 2017 The Travelers Company.All rights reserved.CG 4 68 02 9D1 Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s because The Designated Project Aggre- gate Limit for the applicable "project". COMM RCI L G NERAL IAB LI YEAELIT 4.The folo ing re la es Paragraphlwpc 3.of(b)The Designated Location Aggre- ga e Lim t fo the appli a letircb SE TI N II – LI IT F INSU AN ECOIMSORC: "lo a ion".c t 3.The Products-Com leted Operat on Aggrepis- ga e Lim t shown in the De la at on i theticrissSuch payments will not reduce the Ge eral Aggregate Lim t de cri ed m st we wi l pay unde Cnisbolrov ragee A for dama e be ause ogscfbelow, the "bodi y injuryl"in Paragraph 2.d.or De ignated Proje t Aggrega e Lim t "prope ty dama e" included in the "s c t i r g products- com le ed opera ion hazard". Anypttsor the Designated Location Ag regate Lim t fo any othe paym nts ma e fo such dama e wilgirredrgsl not re uce the To al Aggregate Lim t thedti,"location". Ge eral Aggregate Lim t the De ignatedni,sd.Su je t to the Total Aggregate Lim tbci Pro ect Aggregate Lim t for a y "proje t"ojincrdecried i Paragraphsbn 2.a.abov ,thee the De ignated Lo atio Aggregate Lim t foscnirGeeralAggegate Li i shown in thenrmt any "lo ation".cSchedue–Lim t Of Insurance Andlis De ignated Proje t And Locationsscs 5.The fol owing i a ded to thelsd D FIN TIONEIS appl e a d is fur he subje t to all of the Se tio , bu only foisntrccntr purpo e o the De ignatedssfs fo lowi g prov sions:l n i Lo atio and De ignated Proje t shown in thecnsc Schedu e – Lim ts Of Insurance And De ignatedlis(1)The Gene al Aggregate Limt i theris Pro ect A d Lo at on :j s n c i smstwewilpay o he um o :o l f r t s f "Lo a ion" m a s any de ignated lo atio shownctenscn(a)Da a es unde Cov ragemgre A i the Schedule –Lim t Of Insurance Andnisbeauseo"bodily i ju y ancfnr"d "prope ty dama e ca sed by De ignated Proje ts And Lo ations that irg"u s c c s owned by or rented to you. For the purpo es osf"occurrences", and medical ex ense under Cov ragepse C for de ermnin the appli ab e aggregate l m t otigcliif "bo ily inj ry caused bydu"i suran e, each "lo atio "that i cludes anccnn a cident , that cannot becs prem se inv lv ng the sam o con ecting lo s,i s o i e r n t at ri uted only to operat on at atbis or prem se who e conne tion is interr pted onlyisscu si gle "proje t or a singlenc"by a street roa way or waterway or by a right,d ,- "lo a ion";andct o -way o a rai road,wi l be considered a singleffll "lo a ion".c t(b)Damages under Coverage B. (2)The General Aggregate Limt doe "Proe t" me ns any de ignated project showisjcasn in no apply to dama es fo "bodilytgr the Schedule –Lim t Of In ura ce Andissn i ju y o "property dama e"n r "r g De ignated Proje ts And Loca ions that i awayscts i clu ed in the "products-co ple edndmt fro premse owned by or rented to you and amist operatio s hazard . Instead,then"whi h you a e perfo m ng ope atio s pursuant tocrrirn Pro ucts-Comp eted Ope ationsdlr a cont act o agreem nt.For the purpose orresf Ag regate Lim t descri ed ingib de ermnin the appli ab e aggregate l m t otigcliifPaagaphrr3.below applie to suchs i suran e, each "proje t that i cludes ancc"ndamae.g s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t (3)Any payme ts m de fo dam ge onarasr or prem se who e conne tion is interr pted onlyisscu m d cal ex ense to whi h theeipsc by a street roa way or waterway or by a right,d ,- Ge eral Aggregate Limt applie wilnisl o -way o a rai road,wi l be considered a singleffll re uced: (a)The o al Aggrega e Lim t andTtti; (b)The ene al A gregate Li i .G r g m t Su h pay e ts will not reduce thecmn De ignated Proje t Aggrega e Lim tscti fo any "proje t"or the De ignatedrcs Lo atio Aggrega e Lim t fo anycntir "lo a ion".c t CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 3 of 3g Includescopyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s "project". Policy #8104L111617 Policy #8104L111617 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be __*__% of the California workers’ compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2% of the premium developed in the State of California, but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/01/2021 Policy No. T10190480 Insured 20 Endorsement No. Policy Effective Date 02/01/2021Insurance Company Twining, Inc.; Twining Consulting, Inc. StarStone National Insurance Company Countersigned By ______________________________________ WC 04 03 06 (Ed. 4-84) ©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved. WC040306 Workers' Compensation and Employers' Liability Insurance Policy Waiver of Our Right to Recover From Others Endorsement - California WC 04 03 06 If the following information is not complete, refer to the appropriate Schedule attached to the policy. Policy NumberInsured: Producer: Dealey, Renton & Associates Effective Date Schedule Person or Organization Job Description Additional Premium % We have the right to recover our payments from any- one liable for an injury- covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segre- gating the remuneration of your employees while en- gaged in the work described in the Schedule. The additional premium for this endorsement shall be the percentage, as shown in the Schedule applicable to this endorsement, of the California workers' compensation premium otherwise due on such remuneration. __________________________________________________________ Authorized Representative Twining,Inc.T10190480 2/1/2021 City of Carlsbad/CMWD c/o EXIGIS Insurance Compliance Services P.O.Box 947 Murrieta CA 92564 PSA21-1206CMI City Attorney Approved Version 7/19/17 1 PROJECT TASK DESCRIPTION AND FEE ALLOTMENT NO. 4 PROJECT NO. 6608 This fourth Project Task Description and Fee Allotment, is entered into on _________________________________________, pursuant to an Agreement between TWINING INC., a California corporation, ("Contractor") and the CITY OF CARLSBAD, ("City") dated Aug. 18, 2020, (the “Agreement”), the terms of which are incorporated herein by this reference. 1.CONTRACTOR'S OBLIGATIONS Contractor shall provide Materials Testing and Special Inspection Services in accordance with the City of Carlsbad Engineering Standards, 2016 Edition, the Standard Specifications for Public Works Construction, 2018 Edition and the supplements thereto as published by the “Green Book” Committee of Public Works Standards and the proposal dated April 9, 2021, (“proposal”), attached as Appendix "A" for the Surface Drainage Improvements, (the “Project"). The Project services shall include Materials Testing and Special Inspection Services. 2.PROGRESS AND COMPLETION Contractor's receipt of this Project Task Description and Fee Allotment, signed by the City Manager or Director and a Purchase Order from the City’s Purchasing Department, constitutes notification to proceed to the Contractor. Contractor shall begin work within five (5) working days after receiving this fully executed document and a City Purchase Order. Contractor shall complete the work within seventy five (75) working days thereafter. Working days are defined in section 6-7.2 “Working Day” of the Standard Specifications for Public Works Construction (Green Book). Extensions of time for this Task Description may be granted if requested and agreed to in writing by the Director or City Manager. In no event shall Contractor work beyond the term or authorized compensation of the Master Agreement, as amended by this Project Task Description and Fee Allotment. 3.FEES TO BE PAID TO THE CONTRACTOR Contractor’s compensation for the Project is shown in Table 1, "Fee Allotment", herein. Fees shall be paid on the basis of time and materials for each task group shown in Table 1. Progress payments shall be based on work days. Appendix "A", attached, prepared byContractor and reviewed by City, shows the parties’ intent as to the elements, scope andextent of the task groups. Contractor acknowledges that performance of any and all tasksby the Contractor constitutes acknowledgment by Contractor that such tasks are thosedefined in Appendix "A". Additional task groups, not shown in Table 1 or Appendix “A”, will be performed by the Contractor only upon authorization of the City through the mechanism of a separate Project Task Description and Fee Allotment and Purchase Order. In the event that City directs Contractor to curtail or eliminate all, or portions of the task groups identified in Table 1 or Appendix A, then the Contractor shall only invoice the City for work actually performed. The maximum total cost of Contractor's services for this Project Task Description and Fee Allotment is $4,989.00. DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 April 15, 2021 PSA21-1206CMI City Attorney Approved Version 7/19/17 2 4.PREVAILING WAGE RATES Any construction, alteration, demolition, repair, and maintenance work, including workperformed during design and preconstruction such as inspection and land surveying work,cumulatively exceeding $1,000 and performed under this Agreement are subject to stateprevailing wage laws. The general prevailing rate of wages, for each craft or type of workerneeded to execute the contract, shall be those as determined by the Director of IndustrialRelations pursuant to the Section 1770, 1773 and 1773.1 of the California Labor Code.Pursuant to Section 1773.2 of the California Labor code, a current copy of applicable wagerates is on file in the office of the City Engineer. Contractor shall not pay less than the saidspecified prevailing rates of wages to all such workers employed by him or her in theexecution of the Agreement. Contractor and any subcontractors shall comply with Section1776 of the California Labor Code, which generally requires keeping accurate payrollrecords, verifying and certifying payroll records, and making them available for inspection.Contractor shall require any subcontractors to comply with Section 1776. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 PSA21-1206CMI City Attorney Approved Version 7/19/17 3 TABLE 1 FEE ALLOTMENT MATERIALS TESTING AND SPECIAL INSPECTION SERVICES TASK GROUP TIME & MATERIALS Materials Testing and Special Inspection Services $4,989.00 TOTAL (Not-to-Exceed) $4,989.00 CONTRACTOR Twining, Inc. Twining, Inc. (name of Contractor) (name of Contractor) By: By: (sign here) (sign here) Amy Owens, Vice President Edward M. Twining, Jr., Chairman (print name/title) (print name/title) If Contractor is a corporation, this document must be signed by one individual from each column: Column A Chairman, President or Vice-President Column B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. CITY OF CARLSBAD, a municipal corporation of the State of California By: ________________________________ Date: _________________________ Paz Gomez, Deputy City Manager, Public Works, as authorized by the City Manager APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ____________________________ Assistant City Attorney DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 April 15, 2021 15950 Bernardo Center Drive, Suite J San Diego CA 92127 Tel 858.974.3750 Fax 858.974.3752 April 9, 2021 Proposal: 21-0685 (Revised) Ms. Emily Hasegawa, PE Municipal Project Manager City of Carlsbad 1635 Faraday Ave, Carlsbad, CA92008. Subject: Proposal to Provide Materials Testing and Special Inspection Service Project: Citywide Drainage Improvement Program (6608) at Buena Vista Circle, Pacific Avenue, Cypress Avenue, West Haven Drive Ms. Hasegawa, Twining is grateful for this opportunity and we look forward to working with you on this project. In the past, Twining has provided material testing and special inspection in several projects with the City and we are confident to provide the quality of services that the City can rely upon. We believe our skillset and expertise make us a unique fit for this project. This proposal has been revised to accommodate the request sent to us on 4/9/2021. Project Understanding: We understand that the Drainage Improvement project will consist of saw cutting existing pavement adjacent to the existing gutter as well as subgrade improvements along with curb & gutter construction and HMA paving within the above referenced streets. Per the technical specifications provided to us on 4/5/2021, we understand that Twining is being requested to provide native subgrade compaction, compaction for class 2 base. Please note that the construction schedule was not provided during the preparation of the cost estimates provided here for Drainage Improvement Project. Our services are billed on a time and materials basis and we will provide our services in conjunction with the contractor’s schedule. Notes and Assumptions: Project will be billed on a time and materials basis All rates will be billed in accordance with Master Contract’s terms and conditions and schedule of fees. No night work was assumed in our estimate. Twining will be given at least 24-hour notice prior to any inspection requests. Twining is truly excited to work with your firm in support of the project and we appreciate the opportunity to provide this proposal to you. We are confident that our firm will provide quality service at the best possible cost to you as we continue to demonstrate our high level of service and commitment to a PSA21-1206CMI Appendix "A" DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 successful project. If you have any questions regarding our submittal, feel free to contact Sharif Mohiuddin at (858) 974-3750 or directly at (909) 244-4207. Sincerely, Sharif Mohiuddin Senior Staff Engineer Attachments: i. Cost Estimate (1 Page) PSA21-1206CMI Appendix "A" (continued) DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 Project Name: City of Carlsbad- Surface Drainage Improvement Project Twining, San Diego Proposal No: 21-0685 Date: 04-09-2021 Description of Work Assumptions Average Manpower Anticipated Days Total DIVISION 1: SITE CONSTRUCTION / SOIL Soils Technician Subgrade Compaction / Base Compaction 8 hours shift including travel 4 32 Hours 100.00$ 3,200.00$ Soils Technician ( Half Day Shift) Subgrade Compaction / Base Compaction 4 hours shift including trav 1 4 Hours 100.00$ 400.00$ Project Manager 1.4 Hours 135.00$ 189.00$ Sieve With Wash 1 Tests 140.00$ 140.00$ R-Value 1 Tests 375.00$ 375.00$ Sand Equivalent 1 Tests 125.00$ 125.00$ Durability Index 1 Tests 210.00$ 210.00$ Max Density 2 Tests 175.00$ 350.00$ SUB-TOTAL 4,989.00$ GRAND TOTAL 4,989.00$ REMARKS: This estimation is based on the plans dated 09/03/2020 and specifications with RFB dated 12/15/2020. PSA21-1206CMI Appendix "A" (continued)DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 Schedule of Fees Personnel Rates: Per Hour Unless Otherwise Noted Engineering and Consulting Personnel Rate Equipment Usage (Daily Unless Otherwise Noted)RateSenior Principal Advisor/Consultant 300.00$ Skidmore 40.00$ Principal Engineer/Geologist 200.00$ Torque Wrench, Small 15.00$ Metallurgical Engineer 190.00$ Torque Wrench, Large 25.00$ Registered Geotechnical Engineer 195.00$ Torque Multiplier 40.00$ Technical Advisor 195.00$ Air Meter 20.00$ Material Scientist, Welding/NDT Consultant 205.00$ Brass Mold 20.00$ Registered Geologist/Certified Engineering Geologist 165.00$ Nuclear Gauge (Per Hour)WAIVED Senior Engineer/Geologist 175.00$ Pull Test Equipment 60.00$ Registered Civil Engineer 170.00$ Concrete/Asphalt Coring Equipment 250.00$ Roofing/Waterproofing Consultant 195.00$ Pachometer 55.00$ Project Engineer/Manager 135.00$ Floor Flatness (Dipstick)45.00$ Quality Control Manager 155.00$ Schmidt Hammer 20.00$ Senior Staff Engineer/Geologist 150.00$ Vapor Emission Test Kits 30.00$ Staff Engineer/Geologist 145.00$ Relative Humidity Probe 60.00$ Quality Control Administrator 135.00$ UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Metallurgical Technician 110.00$ Fireproofing Adhesion/Cohesion (Per Test)35.00$ CADD Operator/Draftsperson 97.00$ A Scan Ultrasonic Equipment and Consumables 75.00$ Field Supervisor 130.00$ Magnetic Particle Equipment and Consumables 40.00$ Safety Supervisor 130.00$ Liquid Penetrant Consumables 35.00$ Laboratory Manager 115.00$ Phased Array Ultrasonic Equipment (Per Hour)60.00$ Laboratory Technician 95.00$ Ground Penetrating Radar 300.00$ Expert Witness Testimony 525.00$ Impact Echo 350.00$ Qualified SWPPP Developer 150.00$ Ultrasonic Tomography 450.00$ Qualified SWPPP Practitioner 135.00$ Inertial Profiler (Per Hour)260.00$ Vibration Engineer 175.00$ Project Dedicated Vehicle 110.00$ Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Half-cell Potential Equipment Set 350.00$ Field Inspection Personnel Rate Concrete Electrical Resistivity Meter 160.00$ Concrete/Reinforced Steel Inspector 100.00$ Field Hardness (Steel)100.00$ Prestressed/Post Tensioned Inspector 100.00$ Coating Thickness Gauge 100.00$ Concrete ICC Inspector 100.00$ Temperature Control Curing Box (Per Month)450.00$ Drilled-In-Anchor Inspector 100.00$ Temperature Matching Curing Box (Per Month)520.00$ Gunite/Shotcrete Inspector 100.00$ Masonry Inspector 100.00$ Structural Steel/Welding Inspector 100.00$ Specimen Pick-Up RateAWS Certified Welding Inspector 100.00$ Standard Sample: Concrete Cylinders (Each)WAIVED Fireproofing Inspector 100.00$ Standard Sample: Mortar/Grout Cubes and Cores, WAIVED Lead Inspector 110.00$ Fireproofing, Rebar, and Epoxy Prisms (Each) Firestop Special Inspector - IFC Premier 110.00$ Oversize Sample: Masonry Prisms, Shotcrete Panels, 50.00$ Firestop Special Inspector - IQP 110.00$ Flexural Beams (Each) L.A. Deputy Grading Inspector 120.00$ Technician for Specimen Pick-Up Not Listed Above 95.00$ Asphalt Field and Plant Inspector/Technician 100.00$ (Per Hour, 2-Hour Minimum) Pile Driving Inspector 100.00$ Technician for Specimen Pick-Up Before 5:00 a.m. 120.00$ Soils Technician 100.00$ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Concrete Quality Control (ACI/Caltrans Technician)100.00$ (Per Hour, 2-Hour Minimum Plus Mileage) Wood Framing Inspector 100.00$ Roofing/Waterproofing Inspector 122.00$ Mechanical Inspector 140.00$ Jobsite Trailer, Mobile or On-site Laboratory RateElectrical Inspector 140.00$ Mobile laboratory for rapid strength concrete 450.00$ Plumbing Inspector 140.00$ (per shift not exceeding 12 hours) Building Inspector 135.00$ All others by quotation Vibration Monitoring Technician 108.00$ Field Engineering Technician 120.00$ Concrete Tests (Field Made Specimens)Rate6" x 12" Cylinder: Compression Strength 25.00$ Shop Inspection Personnel Rate (ASTM C39) Structural Steel Fabrication Inspector 110.00$ 4" x 8" Cylinder: Compression Strength 25.00$ Batch Plant Quality Control Technician/Inspector 110.00$ (ASTM C39) Glue-Laminated Fabrication Inspector Quotation Density of Structural Lightweight Concrete 77.00$ Pre-Cast Concrete/Pipe Fabrication Inspector 116.00$ Equilibrium or Oven Dry Method (ASTM C567) Core Compression including Trimming (ASTM C42)62.00$ 6" x 6" x 18" Flexural Beams Not Exceeding 85.00$ Non-Destructive Testing Personnel Rate Referenced Size (ASTM C78, C293 or CTM 523) NDE Ultrasonic Testing Technician 115.00$ Splitting Tensile Strength (ASTM C496)90.00$ NDE Magnetic Particle Testing Technician 115.00$ Modulus of Elasticity Test (ASTM C469)240.00$ NDE Dye Penetrant Testing Technician 115.00$ Rapid Chloride Permeability Test: Cylinders or 490.00$ Combination NDE Technician/Welding Inspector 115.00$ Cores (ASTM C1202) Radiographic Testing (crew of 2)315.00$ Density, Absorption, and Voids in Hardened 450.00$ NDE Engineer 180.00$ Concrete (ASTM C642) Task Code 10115 10501 95362 95368 95369 70000 95315 10010 95321 10011 95324 10026 95318 10001 95309 10017 95312 60003 95327 10013 95336 30000 95330 70003 95343 10003 95333 10009 95348 10019 95351 90001 95300 70107 95303 10005 95341 10007 95342 10015 95339 90005 95345 91010 91000 95349 91030 95306 20000 95307 98000 95347 10103 10105 Task 10109 Code 10111 20102 95357 Task 95364 Code 95367 10101 95372 30001 95370 95371 10117 2010770109 75001 2010970103 10113 20101 10201 10203 20103/ 10207 20104 10519 95360 10521 10523 50003 Task 70101 10107 60001 Task 10515 Code 30002 10122 10325 10328 20205 20207Task Code Task Code Code 2020210301 10309 20203 20201 20209 10403 20211 10405 80003 80006 10305 10409 10020 10401 Task Code 1 PSA21-1206CMIAppendix "A" (continued) DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 Concrete Tests (Field Made Specimens), Continued Rate Physical and Chemical Analysis of Fly Ash RateFlexural Toughness (ASTM C1609, Formerly 800.00$ Chemical Analysis of Fly Ash per 650.00$ ASTM C1018)Standard Requirements (ASTM C618) Double Punch Strength of Fiber Reinforced Concrete 450.00$ Physical Testing of Fly Ash per Standard Requirements 650.00$ Coefficient of Thermal Expansion of Concrete 500.00$ (ASTM C618) (CRD 39, AASHTO T336)Partial Analysis or Specific Physical Tests Quotation Chemical Analysis and Physical Testing of Fly Ash per 1,100.00$ Standard Requirements (ASTM C1618) Concrete Specimen Preparation RateSawing of Specimens (Each)32.00$ Physical Testing of Chemical Admixtures forCoring of Specimens in Lab (Each)32.00$ Concrete RateQualification of Admixture per ASTM C494 Quotation Laboratory Trial Batch: Concrete, Cement and Mortar RateCompression Test Cylinders Made and Tested in 50.00$ Soils and Aggregate Tests RateLaboratory (ASTM C192, C35)Abrasion: LA Rattler (ASTM C131)195.00$ 6" x 6" x 18" Flexural Beams Made and Tested in 90.00$ Abrasion: LA Rattler (ASTM C535)195.00$ Laboratory (ASTM C192, C78)Atterberg Limits/Plasticity Index (ASTM D4318, CTM204)150.00$ Splitting Tensile Strength Cylinders Made and Tested 110.00$ California Bearing Ratio Excluding Maximum Density 550.00$ in Laboratory (ASTM C192, C496)(ASTM D1883): Soil Modulus of Elasticity Test Cylinders Made and Tested in 260.00$ California Bearing Ratio Excluding Maximum Density 650.00$ Laboratory (ASTM C192, C469)(ASTM D1883): Cement-Treated Soil Density of Structural Lightweight Concrete Made in the 95.00$ Cement-Treated Soil/Base Mix Design: includes three trial 3,200.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567)cement contents with three unconfined compressive strength Laboratory Trial Batch (ASTM C192)475.00$ specimens per cement content Laboratory Trial Batch: Packaged Dry Concrete 950.00$ Chloride and Sulfate Content (CTM 417, CTM 422)150.00$ Including Verification of Slump, Air Content, Plastic Unit Clay Lumps and Friable Particles (ASTM C142)175.00$ Weight, Six Cylinders for Compressive Strength (ASTM Cleanness Value: 1" x #4 (CTM 227)175.00$ C387 and C192)Cleanness Value: 1.5" x .75" (CTM 227)275.00$ Drying Shrinkage Up to 28 Days: Three 3" x 3" or 490.00$ Collapse Potential/Index (ASTM D5333)175.00$ 4" x 4" Bars, Five Readings up to 28 Dry Days Compressive Strength of Molded Soil-Cement 105.00$ (ASTM C157)Cylinders (ASTM D1633) Additional Reading, Per Set of Three Bars 45.00$ Consolidation Test: Full Cycle (ASTM 2435, CTM 219)195.00$ Storage over Ninety (90) Days, Per Set of 30.00$ Consolidation Test: Time Rate per Load Increment 45.00$ Three Bars, Per Month (ASTM D2435, CTM 219) Setting Time Up to 7 Hours (ASTM C403)130.00$ Corrosivity Series: Sulfate, CI, pH, Resistivity 245.00$ Bleeding (ASTM C232)130.00$ (CTM 643, 417, and 422) Concrete Restrained Expansion (ASTM C878)520.00$ Crushed/Fractured Particles (ASTM D5821, CTM 205)175.00$ Mix, Make and Test Mortar or Grout Specimens for 450.00$ Direct Shear Test: Remolded and/or Residual 245.00$ Compressive Strength: Set of 6 (ASTM C878)(ASTM D3080) Non-Shrink Grout: Height Change after Final 450.00$ Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080)225.00$ Set (ASTM C1090)Direct Shear Test: Undisturbed - Fast [CU] 195.00$ Non-Shrink Grout: Height Change at Early 800.00$ (ASTM D3080) Age (ASTM C827)Durability Index: Per Method - A,B,C, or D 210.00$ Cracking Resistance, Set of Three Rings, 5,000.00$ (CTM 229, ASTM D3744) Laboratory Trial Batching, Test Until Cracking or Expansion Index (ASTM D4829, UBC 18-2)150.00$ up to 28 Days (ASTM 1581)Fine Aggregate Angularity 190.00$ Evaluation of Pre-Packaged Masonry Mortars 1,100.00$ (AASHTO T304, ASTM C1252, CTM 234) (ASTM C270)Flat and Elongated Particle (ASTM D4791)225.00$ Creep, ASTM C512 (One Age of Loading, 12 Months 7,000.00$ Flat or Elongated Particle (ASTM D4791)195.00$ Duration of Testing)Maximum Density: Methods A/B/C 175.00$ (ASTM D1557, D698, CTM 216) Chemical Analysis and Petrographic Maximum Density: Check Point 65.00$ Examination of Concrete Rate (ASTM D1557, D698) Chemical Analysis for Acid Soluble Chlorides 250.00$ Maximum Density: AASHTO C [Modified] 195.00$ (ASTM C1152) (includes sample prep)(AASHTO T-180) Chloride Diffusion Coefficient of Cementitious 2,200.00$ Moisture Content (ASTM D2216,CTM 226)25.00$ Mixtures by Bulk Diffusion (ASTM C1556)Moisture and Density: Ring Sample (ASTM D2937)30.00$ Petrographic Examination of Hardened 1,700.00$ Moisture and Density: Shelby Tube Sample 40.00$ Concrete (ASTM 856) (Comprehensive)(ASTM D2937) Moisture-Density Relations of Soil-Cement 275.00$ Mixtures Premixed in the Field (ASTM D558) Physical and Chemical Analysis of Cement Rate Moisture-Density Relations of Soil-Cement Mixtures 350.00$ Physical Testing and Chemical Analysis of Portland 1,200.00$ Mixed in the Lab (ASTM D558) Cement per Standard Requirements (ASTM C150)Organic Impurities (ASTM C40, CTM 213)90.00$ Chemical Analysis of Portland Cement per 650.00$ Permeability (ASTM D5084)Quotation Standard Requirements (ASTM C150)Potential Reactivity: Chemical Method (ASTM C289 - 525.00$ Physical Testing of Portland Cement per 650.00$ Discontinued Method) Standard Requirements (ASTM C150)Potential Reactivity: Mortar Bar Expansion Method, 825.00$ Physical Testing of Type K Cement, Mortar 650.00$ 14-Day Exposure (ASTM C1260) Expansion (ASTM C806)Potential Reactivity: Mortar Bar Expansion Method,875.00$ Partial Analysis or Specific Physical Tests Quotation 28-Day Exposure (ASTM C1260) Sulfates Resistance of Hydraulic 2,400.00$ Potential Reactivity: Concrete Bar Expansion,2,600.00$ Cement (ASTM C1012) - 6 months Method (ASTM C1293), 12 month Sulfates Resistance of Hydraulic 2,600.00$ Potential Reactivity: Concrete Bar Expansion,2,800.00$ Cement (ASTM C1012) - 12 months Method (ASTM C1293), 24 month 40005 40009 Task Task Code20151 20157 40006 Task Code Task Code Task Code 80143 80146 80147 70301 70303 80196 70304 7034430227 7031530229 30322 30201 70393 70396 30503 30505 30223 30225 Code30217 30219 70305 30207 30403 30209 30321 70309 70311 70313 30205 30230 30231 30203 30233 70317 30234 70319 70321 Task 20265 30232 30211 20263 70394 70378 70325 75004 70399 80106 70337 70398 30401 70343 80001 70341 70340 70391 70342 80194 Code 70339 80110 80111 Task Code80140 7033580123 30507 30508 80193 70331 80129 70333 Task Code80195 80100 80103 2 PSA21-1206CMI Exhibit "A" (continued) DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 Soils and Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued RatePotential Reactivity of Aggregate Combination, 950.00$ Wet Track Abrasion Test (ASTM D3910)160.00$ 14-Day Exposure, Mortar (ASTM C1567)Hveem Mix Design (Excluding Aggregate Quality Tests)3,400.00$ Potential Reactivity of Aggregate Combination, 1,000.00$ Hveem Mix Design, with RAP (Excluding Aggregate 3,800.00$ 28-Day Exposure, Mortar (ASTM C1567)Quality Tests, RAP Qualification) R-Value: Soil (ASTM 2844, CTM 301)375.00$ Hveem Mix Design, with Lime (Excluding Aggregate 3,800.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301)400.00$ Quality Tests) Sand Equivalent (ASTM D2419, CTM 217)125.00$ Hveem Mix Design Caltrans Untreated Mix 4,650.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202)90.00$ (Including Aggregate Quality Tests) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422,250.00$ Hveem Mix Design Caltrans Lime Treated Mix 4,650.00$ CTM 203)(Including Aggregate Quality Tests) Sieve with Hydrometer: Sand to Clay (ASTM D422,240.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)3,400.00$ CTM 203)Marshall Mix Design with RAP (Excluding Aggregate 3,800.00$ Sieve Analysis Including Wash (ASTM C136, CTM 202)140.00$ Quality Tests) Sieve Analysis Without Wash (ASTM C136, CTM 202)100.00$ Marshall Mix Design with Lime (Excluding Aggregate 3,800.00$ Sieve Analysis: Split Sieve (ASTM C136, CTM 202)200.00$ Quality Tests) Sieve Analysis Without Wash: With Cobbles 225.00$ Open Grade Asphalt Concrete Mix Design 1,700.00$ (ASTM C136, CTM 202)(CTM 368, ASTM D7064) Soundness: Sodium or Magnesium Sulfate, 450.00$ Superpave Mix Design (Excluding Aggregate Quality Tests)4,900.00$ 5 Cycles (ASTM C88)Superpave Mix Design, with RAP 6,500.00$ Specific Gravity and Absorption: Coarse 100.00$ (Excluding Aggregate Quality Tests) (ASTM C127, CTM 206)Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,000.00$ Specific Gravity and Absorption: Fine 165.00$ (AASHTO T283, ASTM D4867) (ASTM C128, CTM 207)Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,100.00$ Swell/Settlement Potential: One Dimensional 105.00$ (AASHTO T324) (ASTM D4546)Raveling Test of Cold Mixed Emulsified Asphalt 200.00$ Triaxial Quotation (ASTM D7196) Unconfined Compression (ASTM D2166, CTM 221)135.00$ Marshall Stability, wet set, 3 replicates (AASHTO T245)350.00$ Unit Weight Per Cubic Foot (ASTM C29, CTM 212)125.00$ Marshall Stability, dry set, 3 replicates (AASHTO T245)300.00$ Voids in Aggregate with Known Specific Gravity 125.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ (ASTM C29, CTM 212)3 emulsion content (Caltrans LP-8) Lightweight Particle: Coarse (ASTM C123)400.00$ Superpave Mix Design, with Rubber 6,600.00$ Lightweight Particle: Fine (ASTM C123)400.00$ (Excluding Aggregate Quality Tests) Superpave Mix Design, with Additives 5,790.00$ (Excluding Aggregate Quality Tests) Asphalt Concrete Tests RateHMA Mixing and Preparation 125.00$ HMA Mixing and Preparation with Aggregate Treatment 175.00$ Brick Masonry Tests, ASTM C67 RateBulk Specific Gravity of Compacted Sample or 55.00$ Modulus of Rupture: Flexural 75.00$ Core: SSD (CTM 308C and ASTM D2726)Compression Strength 55.00$ Bulk Specific Gravity of Compacted Sample or 80.00$ Absorption: 5 Hour or 24 Hour 60.00$ Core: Parafin Coated (CTM 308A and ASTM D1188)Absorption (Boil): 1, 2 or 5 Hours 70.00$ Emulsion Residue, Evaporation (ASTM D244)150.00$ Initial Rate of Absorption 50.00$ Extraction: % Bitumen (CTM 382, ASTM D6307)150.00$ Efflorescence 70.00$ Extraction: % Bitumen and Gradation (CTM 382, 200.00$ Cores: Compression 65.00$ CTM 202, ASTM D6307, ASTM D5444)Shear Test on Brick Cores: 2 Faces 90.00$ Extraction: % Bitumen, Correction Factor 350.00$ (CTM 382, ASTM D6307) Chemical Extraction: % Bitumen and Sieve Analysis 245.00$ Concrete Block, ASTM C140 Rate (ASTM D2172 Method A or B, ASTM D5444)Compression 85.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 200.00$ Absorption/Moisture Content/Oven Dry Density 85.00$ (CTM 304, CTM 308, ASTM D1561, ASTM D1188)Linear Shrinkage (ASTM C426)225.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 200.00$ Web and Face Shell Measurements 45.00$ (CTM 304, CTM 366, ASTM D1560, ASTM D1561)Tension Test 155.00$ Lab Tested Maximum Density: Marshall, 210.00$ Core Compression 65.00$ 3 briquettes (ASTM D6926,ASTM D2726)Shear Test of Masonry Cores: 2 Faces 85.00$ Lab Tested Maximum Density: Marshall 215.00$ Efflorescence Tests 45.00$ 6'' Specimen, 3 briquettes (ASTM D5581, ASTM D2726) Lab Tested Maximum Density: Superpave Gyratory 80.00$ Masonry Prisms, ASTM C1314 RateCompacted Briquette, SSD, 1 briquette Compression Test: Composite Masonry 185.00$ (ASTM D6925, ASTM D2726)Prisms Up To 8" x 16" Lab Tested Maximum Density: Superpave Gyratory 90.00$ Compression Test: Composite Masonry 245.00$ Compacted Briquette, Parafin, 1 briquette Prisms Larger Than 8" x 16" (ASTM D6925, ASTM D1188)Prism Cord Modulus of Elasticity 525.00$ Maximum Theoretical Specific Gravity [RICE] 150.00$ Prism Cord Modulus of Elasticity with Transverse 650.00$ (CTM 309, ASTM D2041)Strain (for double-wythe specimen) Marshall Stability and Flow, Cored Sample, each 80.00$ (ASTM D6927) Marshall Stability and Flow, Premixed, 3 briquettes 230.00$ Mortar and Grout Rate(ASTM D6926, ASTM D6927)Compression: 2" x 4" Mortar Cylinders (ASTM C780)55.00$ Marshall Stability and Flow, Gyratory Compacted 230.00$ Compression: 3" x 3" x 6" Grout Prisms, 37.00$ Specimen Pre-Mixed, 3 briquettes Includes Trimming (ASTM C119) (ASTM D6925, ASTM D5581)Compression: 2" Cubes (ASTM C109)55.00$ Marshall Stability and Flow 6'' Specimen, Premixed, 230.00$ Compression: Cores (ASTM C42)65.00$ 3 briquettes (ASTM D5581) Moisture Content (CTM 370)85.00$ 70355 70397 70392 70345 70347 70361 70363 70365 70351 70353 Task Task Code Code 70349 70359 70357 Code 75070 75040 20311 Task Code 75032 20313 20315 Task Code 20303 20305 20307 20309 70369 30317 30319 75093 75096 75069 75063 75048 20323 Task 75084 75087 75028 75033 20351 20353 20301Code 75049 75106 75107 75051 75066 75031 30411 30412 75036 75030 75042 75057 70360 75114 75115 70367 75068 75067 70371 75111 75039 70373 75083 20335 75024 75027 20329 20331 20321 20327 20333 20339 Task Task 20347 Code75050 75052 75113 75109 20341 20343 20346 75075 75094 75095 20355 20357 75099 75090 75005 3 PSA21-1206CMI Exhibit "A" (continued) DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 Machining and Preparation of Tensile and Bend Masonry Specimen Preparation Rate Sample: Carbon Steel RateCutting of Cubes or Prisms 65.00$ Machinist: Initial Preparation from Mock-up, Etc. 95.00$ (Per Hour) Sawcut to Overall Width (Per 0.5" Thickness or 50.00$ Fireproofing Tests Rate Fraction Thereof)55.00$ Oven Dry Density (ASTM E605)65.00$ Machine to Test Configuration: Milled Specimens 70.00$ Machine to Test Configuration: Turned Specimens 135.00$ (Per 0.5" Thickness or Fraction Thereof) Gunite and Shotcrete Tests Rate Prepare Subsize Specimens (Per 0.5" Thickness 85.00$ Core Compression Including Trimming (ASTM C42)65.00$ or Fraction Thereof) Compression: Cubes (Includes Saw Cutting)85.00$ Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Charpy Impact Rate Lightweight Insulating Concrete, Etc.Rate Charpy Impact Ambient Temperature 90.00$ Compression Test (ASTM C495 and C472)47.00$ Charpy Impact Reduced Temperature 110.00$ Air Dry Density (ASTM C472)37.00$ Oven Dry Density (ASTM C495)62.00$ Machining of Charpy Samples: Carbon Steel RateCutting and Milling (Per 0.5" or Fraction Thereof) 80.00$ Reinforcing Steel, ASTM A615, A706 Rate Final Machining to Sample Configuration 90.00$ Tensile Test: # 11 or Smaller 60.00$ Bend Test: # 11 or Smaller 55.00$ Prestressing Wires and Tendons, Bend Test #14 or #18 325.00$ (ASTM A416)RateTensile Test: # 14 225.00$ Stress-Strain Analysis: Wire or Strands 180.00$ Tensile Test: # 18 325.00$ (Including Chart and Percent Offset) Tensile Test Only 135.00$ Reinforcing Steel - Welded or Coupled Tendons Specimens RateTensile Test: Welded/Coupled #11 and Smaller 70.00$ Polymer Matrix Composite MaterialsTensile Test: Welded/Coupled #14 250.00$ (Fiberwrap)RateTensile Test: Welded/Coupled #18 375.00$ Tensile Strength – Set of 5 Specimens/batch/1,350.00$ Weld: Macroetch 75.00$ direction (ASTM D3039) Slippage Test - Caltrans (CTM 670)190.00$ Tensile Strength – Additional Specimens 250.00$ Tensile Test: Welded Hoops #11 and Smaller 145.00$ (ASTM D3039) Heating Chamber Time – Per 24 hr period 95.00$ Metal and Steel Testing Rate Calibration Services and Universal Machine Tensile Strength: Up to 100K Pounds (Each)60.00$ Usage RateTensile Strength: Up to 200K Pounds (Each)70.00$ Calibration/Verification Services Quotation Tensile Strength: Up to 300K Pounds (Each)85.00$ Universal Test Machine Usage (Per Hour)350.00$ Tensile Strength: Up to 400K Pounds (Each)135.00$ Tensile Strength: 400K to 600K Pounds (Each)325.00$ Ceramic Tile Testing Division RateTensile Strength: Stress-Strain Percent Offset 170.00$ Weld: Macroetch 75.00$ Weld: Fracture 40.00$ Bend Test 55.00$ Flattening Test 70.00$ Hardness Test (ASTM E18)80.00$ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Bolt: Axial Tensile Test (Up to 7/8" diameter)45.00$ Engineering and Technical supports/Design of Prototypes and Special Bolt: Wedge Tensile Test (Up to 7/8" diameter)60.00$ Test Set-Up Quotation Bolt: Axial Tensile Test (Greater than 7/8" 65.00$ Fastener/Coupling Full Testing Program Per New Regulations: Tension, up to 1" diameter)Tension/Bend, Shear, Double Shear, 8 Compressions QuotationBolt: Wedge Tensile Test (Greater than 7/8" 80.00$ Fiberglass/Composite Materials Field Testing Program (ASTM D4065, up to 1" diameter)D1143, D4923, D2584, D4476, D1242, D7901, D7921, and D732)Quotation Bolt: Axial Tensile Test (Greater than 1" diameter)Quotation Field Testing of Structures and Structural Elements Quotation Bolt: Wedge Tensile Test (Greater than 1" diameter)Quotation In-Place Shear Testing Quotation Bolt: Proof Load Test (Up to 7/8")70.00$ Materials and/or Product Evaluation Per Specifications Quotation Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter)90.00$ Structural Dynamic Testing and Durability Analysis Quotation Bolt: Proof Load Test (Greater than 1")Quotation Nut: Proof Load Test (Up to 7/8")50.00$ Nut: Proof Load Test (Greater than 7/8" up to 1" diameter)70.00$ Nut: Proof Load Test (Greater than 1")Quotation Chemical Testing of Metal and Steel RateSteel Chemical Analysis 155.00$ Weight of Galvanized Coating (ASTM A90)75.00$ Epoxy Coating Thickness 80.00$ 20547 Task Task CodeTask 20371 20623 20373 20379 Task 20703 20757 Task 20615 20361 20365 Task Code 20759 Task Code Code 20780 20501 20503 20783 Code20401 20631 The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request. Code20801 20751 Task 20525 20504 20505 20507 Code20521 20701 20621 20545 Code 20755 20523 20705 20611 20640 20641 Task 20637 20638 20639 20636 20635 20531 20633 20803 Task 20632 20617 20753 Code Task Code20155 20619 80173 Task Code 20609 20707 Code 20601 20708 20603 20634 20630 Code80170 20605 Task 20607 20529 Task Code 20532 20706 80176 4 PSA21-1206CMI Exhibit "A" (continued) DocuSign Envelope ID: 18EE694D-7D31-474F-9EC0-B534D08BC757 The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 2/8/2021 Dealey, Renton & AssociatesDRA License 0020739600 Anton Boulevard, Suite 100Costa Mesa CA 92626 Cheryl Boden 714-427-6810 714-427-6818 cboden@dealeyrenton.com Great Midwest Insurance Company 18694 Travelers Property Casualty Company of America 25674Twining, Inc.PO BOX 47Long Beach CA 90801 Starstone National Insurance Company 25496 1151751289 B X 1,000,000 X 300,000 5,000 1,000,000 2,000,000 X Y Y 6301E077052 2/1/2021 2/1/2022 2,000,000 B 1,000,000 X XX Y Y 8104L111617 2/1/2021 2/1/2022 B X X 2,000,000YYCUP0J750759 2,000,000 2/1/2021 2/1/2022 C Y T10190480 2/1/2021 2/1/2022 X 1,000,000 1,000,000 1,000,000 A Professional LiabilityClaims Made AE-GM-0000066-01 2/1/2021 2/1/2022 $2,000,000$2,000,000 per claimannl. aggr. Umbrella policy is a follow-form to underlying General Liability/Auto Liability/Employers Liability.Re: Al Projects.The Carlsbad Municipal Water District (CMWD) and the City of Carlsbad and its officers, officials and employees are Additional Insured as respects to General& Auto Liability coverage as required by written contract. Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to GeneralLiability coverage.Separation of Insureds - Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first NamedInsured, this insurance applies:a. As if each Named Insured were the only Named Insured; andSee Attached... 30 Day Notice of Cancellation City of Carlsbad/CMWDc/o EXIGIS Insurance Compliance ServicesP.O. Box 947Murrieta CA 92564 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: 1 1 Dealey, Renton & Associates Twining, Inc.PO BOX 47Long Beach CA 90801 25 CERTIFICATE OF LIABILITY INSURANCE b. Separately to each insured against whom claim is made or suit is brought.Waiver of Subrogation included in Work Comp., General and Auto Liability coverage as required by written contract. Policy #6301E077052 COMM RCI L G NERAL IAB LI YE A E L I T T IS ENDORSEMENT CHANGES T E POLICY.PLEASE REA IT CA EF LLYHHD R U . BLANKET ADDITIONAL INSURED –A TOMA IC STA USUT T IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) Thi e dorseme t m dfie i surance prov ded under he f l o ing:s n n o i s n i t o l w COMM RCI L G NERAL IAB LI YCOVERAG PA TE A E L I T E R The fol owing is ad ed told SE TI N II –WHO IS AN (a)C O The Addi ional Insured –Owne s, Le -t r s INSU EDR:see or Contra tors –Scheduled Persos c n or Organizat o endorsem n CG 20 10in e tAny erson or o ganiza io tha :p r t n t 07 04 o CG 20 10 04 13, the Addi ionalrta.Yo agree in a writ en cont a t o ag ee ent toutrcr r m In ured –Owne s, Le see or Con ra -s r s s t ciclueas an a ditio al insured on thi Cov ragen d d n s e to s –Com le ed Ope ations endorserptr-Pa t anr;d m n CG 20 37 07 04 or CG 20 37 04 13,e tb.Ha not been added a an additio al in ured fossnsr or both o such endo seme ts wi h ei hefrnt t r the sam proje t by at a hm nt o an en orseec t c e f d -o ho e ed tio date ; orf t s i n smnunder thi Cov rage Pa t which includeet s e r s (b)Ei her or bot o the fol o ing the Addithf l w :-such perso or organi at on in the endorsem nt'snz i e tio al In ured –Owne s, Le sees o Con-n s r s rschedule;tra to s –Scheduled Person Or Organ -c r i i a insured but:s n ,za ion en orsem n CG 20 10, o the Ad-t d e t r a.On y with re pe t to lia ili y fo "bodily injury di ional Insured –Owl s c b t r t ne s, Le see ors s r"or Co tra tors –Com le ed Ope atio s en-n c p t r n"prope ty dam ge that o cur , or fo "perso alra" c s r n do sem nt CG 20 37, wi hout a edit oretninijuycaused by an o f n e that is com it ed,n r "f e s m t da e o uch endo sem nt pe i ie ;t f s r e s cf dsubsequent to the signing of that contract or ag ee ent and while that pa t o the cont a t ormrfrcr the person o o gan zat on i an addit onal inr r i i s i - ag ee ent s in efe t andrmi f c;sure only i the in ury or dama e i ca sed,d f j g s u b.On y a de cri ed in Paragraph be i whole o in part by al s s b -n r , cts o om ssions ori f(1),(2)or (3) y u or you subcont a tor in the pe fo man eor r c r r clow, whichev r appl e :e i s o "y u work"to whi h the writ en cont act oforc t r r(1)If the wri ten cont act or ag ee ent speci i a-t r r m fc l ag ee ent ap lie ; ormpsrlyrequireyou to provde addi ional insureds i t (3)If ne ther aragraphiP (1)nor (2)abov appl e :e i scovrage to tha person or organi ation byetz the se o :u f (a)The perso or o ganizat o is a addinrin n - tio al i sured only if a d to the ex entn n ,n t(a)The Additional Insured –Owners, Les- that the injury o dama e i ca sed by,r g s useeoContactors–(Form B) en orsesr r d - a t or omi sions o y u o y u subcon-cs s f o r o rmnG20 10 11 85; oretC tra to in the pe fo ma ce o "y ur workcr r r n f o "(b)Ei her or bot o the fol o ing the Addithf l w :-to whi h the wri ten co tra t o agree-c t n c rtioalInured–Owne s, Le sees o Con-n s r s r m nt applie ; andestratos–Scheduled Person Or Organ-c r i (b)Su h pe son o organiza io does notcr r t nzationendorsement CG 20 10 10 01, or qual fy a an addi ional insured with rei s t -the Addit onal Insured –Owne s, Le seeirs s spe t to the independent acts or om s-c ior Co tra tors –Com leted Ope ationsncpr sio s o uch erson or organizationnf s p .endo sem nt G 20 37 0 01;r e C 1 The insurance prov ded to such addi ional i sured isitnthe person o o ganzat on i an addit onal inr r i i s i - subje t o hefo lowing p ovsion :c t t l r i ssureonlyifthe inju y or dama e ari e outdrgs s o "y u work"to whi h the writ en cont act oforc t r r a.If the Lim t o Insurance o thi Cov rage Partis f f s e ag ee ent ap lie ;r m p s shown i the De larat on ex eed the m nim mnc i s c i u (2)If the wri ten cont act or ag ee ent speci i a-t r r m fc l l mt req ired by the wri ten co t act o agree-i is u t n r r ly require you to provde addi ional insureds i t m n , the i surance provded to the addit o al i -e t n i i n n cov rage to tha person or organi ation byetz sure wi l be lim ted to such m nim m requi eddl i i u r the se o :u f l mt . For the purpo es o de erm ni g whethei is s f t i n r CG 6 04 02 19D ©2017 T e Travelers IndemnityCompany.All rights rehserved.Pa e 1 o 2gf Policy #6301E077052 COMM RCI L G NERAL IAB LI YE A E L I T ths lim tation , the mi im m lim ts requi ed i a claimi i n u i r n . To the ex ent po sible sucht s , by the written co tra t or agreem nt wil be con-no ice should innceltcl de:u si e ed to incl de the m nim m lim t o any Umdruiui s f -(a)How,when and where the "o cur en ecrc " brel a or Ex ess lia il ty cov rage requi ed fo thel c b i e r r or o fe se took la e;f n p c addi ional insured by that written cont a t otrcr (b)The nam s and add e se o any inj reders s f uag ee ent Thi prov sion wil not increa e therm. s i l s pe sons an witne se ;andrds slmtoinurance escribed in Sect oni is f s d i III –Lim ti s (c)The nature and loca ion o any injury ot f rOfI surancen. dama e a i i g out o the "o cur en e ogrsnf c r c "rb.The in uran e prov ded to such a dit onal insureds c i d i o fe se.f ndoenotapplytos :(2)If a claim is ma e o "sui" i brought agai stdrt s n(1)Any "bodiy inju y ,"property dam ge olr"a "r the ad it onal nsureddi i :"pe sonal injury arising out o the provd ng,r "f i i (a)Im e ia ely re ord the o themdt c for faiure to prov de, any pro e sional archil i f s - cla m or "suit an the date re eiv d; andi "d c ete tu al, e gineer ng or surv yin se v ce ,c r n i e g r i s i clu ing:n d (b)No i y us a soon a pra ticable an seetf s s c d to i that we re eiv wri ten not ce o thet c e t i f(a)The prepari g, approv ng,or fa l ng toni ii cla m or "suit a soon ai " s sprepae o approv ,ma s, shop draw-r r e p i g , opin on , repo ts, surv ys, fiel o -n s i s r e d r (3)Im ed ately send us copie o a l legal pamis f l - de s or change o de s, o the prepari g,pe s re eiv d in r r r r n r c e co ne tion wi h the claim onc t r approv n , o fai ing to prepare or ap-"sui ", coope ate wi h us i g r l t r t in the inv stigat onei prov , drawings and spe i i a ion ; and o the claim o deecfc t s f r fense agai stn the "suit , and othe wi e com ly with all pol cy"r s p i( )b Su ervso y,in pe t on, archi ect ral opirs ci t u r condi ion .t sengineerinatvte.g ci i i s (4)Te der the de en e and indem i y o anynf s n t f(2)Any "bodily inj ry or "property dam geu"a " cla m or "sui"to any prov der o o her insur-i t i f tcaused by "work a d included in the"n an e whi h woud cov r such addit onal i -c c l e i n"produ ts-om leted ope ation hazard"unc c p r s - le s the wri ten con ra t or ag ee ent spe if -sure fo a s t t c r m c i d r loss we cov r. Howev r, this co -e e n cal y require you to provde such cov ragel s i e di ion does no a fe t whethe the insurancet t f c r fo that addit o al in ured during the pol cyrinsi prov ded to such addi ional insured is prim ryita pe iodr.to oher i suran e av ila le to such ad itonaltnca b d i i sured whi h cov rs that person o organizancer -c.The addito al insured m st com ly with the i n u p tio a a nam d in ured a descri ed in Pa -n s e s s b rlowing utie :d s ag aphr 4., Ot er In urance o Se tionhs , f c IV –(1)G v us written no ice a soon a pra tica leiet s s c b Co m rcial General Lia il ty ondit on .m e b i C i so a "o cur en e or an o fe se which mayfncrc " f n Pa e 2 o 2gf ©2017 T e Travelers IndemnityCompany.All rights rehserved.CG 6 04 02 19D fol- your or settlement practicable. specifics applies result ÝÑÓÓÛÎÝ×ßÔ ßËÌÑ Ì¸· »²¼±®»³»²¬ ³±¼·º·» ·²«®¿²½» °®±ª·¼»¼ «²¼»® ¬¸» º±´´±©·²¹æ ÞËÍ×ÒÛÍÍ ßËÌÑ ÝÑÊÛÎßÙÛ ÚÑÎÓ Ýß Ìí ëí ðî ïë Ì Ì Ýß Ì Ý ß ß Ì 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º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ Þîô Ý±²ó ½»¿´³»²¬ô ·®»°®»»²¬¿¬·±²ô ® ®¿«¼ô ±º ÝÌ Ê Š Þ ßÌ ÝÌæ Ì¸» «²·²¬»²¬·±²¿´ ±³··±² ±ºô ±® «²·²¬»²¬·±²¿´ »®®±® ·²ô ¿²§ ·²º±®³¿¬·±² ¹·ª»² ¾§ §±« ¸¿´´ ²±¬ °®»¶«¼·½» §±«® ®·¹¸¬ «²¼»® ¬¸· ·²«®¿²½»ò Ø±©ó »ª»® ¬¸· °®±ª··±² ¼±» ²±¬ ¿ºº»½¬ ±«® ®·¹¸¬ ¬± ½±´ó ´»½¬ ¿¼¼·¬·±²¿´ °®»³·«³ ±® »¨»®½·» ±«® ®·¹¸¬ ±º ½¿²½»´´¿¬·±² ±® ²±²ó®»²»©¿´ò ÐÑÔ×ÝÇÒËÓÞÛÎæ COMMERCIAL GENERAL LIABILITY ISSUED DATE: ÌØ×ÍÛÒÜÑÎÍÛÓÛÒÌÝØßÒÙÛÍÌØÛÐÑÔ×ÝÇòÐÔÛßÍÛÎÛßÜ×ÌÝßÎÛÚËÔÔÇò Éß×ÊÛÎÑÚÌÎßÒÍÚÛÎÑÚÎ×ÙØÌÍÑÚÎÛÝÑÊÛÎÇ ßÙß×ÒÍÌÑÌØÛÎÍÌÑËÍ Ì¸·»²¼±®»³»²¬³±¼·º·»·²«®¿²½»°®±ª·¼»¼«²¼»®¬¸»º±´´±©·²¹æ ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇÝÑÊÛÎßÙÛÐßÎÌ   ø×º²±»²¬®§¿°°»¿®¿¾±ª»ô·²º±®³¿¬·±²®»¯«·®»¼¬±½±³°´»¬»¬¸·»²¼±®»³»²¬©·´´¾»¸±©²·²¬¸»Ü»½´¿®¿¬·±² ¿¿°°´·½¿¾´»¬±¬¸·»²¼±®»³»²¬ò÷ Ì¸» ÌÎßÒÍÚÛÎ ÑÚ Î×ÙØÌÍ ÑÚ ÎÛÝÑÊÛÎÇ ¼¿³¿¹»¿®··²¹±«¬±º§±«®±²¹±·²¹±°»®¿¬·±²±® ßÙß×ÒÍÌ ÑÌØÛÎÍ ÌÑ ËÍ Ý±²¼·¬·±² øÍ»½¬·±² ×Êó þ§±«®©±®µþ¼±²»«²¼»®¿½±²¬®¿½¬©·¬¸¬¸¿¬°»®±² ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇ ÝÑÒÜ×Ì×ÑÒÍ÷ ±® ±®¹¿²·¦¿¬·±² ¿²¼ ·²½´«¼»¼ ·² ¬¸» þ°®±¼«½¬ó ·¿³»²¼»¼¾§¬¸»¿¼¼·¬·±²±º¬¸»º±´´±©·²¹æ ½±³°´»¬»¼±°»®¿¬·±²¸¿¦¿®¼òþÌ¸·©¿·ª»®¿°°´·» ±²´§¬± ¬¸»°»®±² ±®±®¹¿²·¦¿¬·±² ¸±©² ·² ¬¸»É»©¿·ª»¿²§®·¹¸¬±º®»½±ª»®§©»³¿§¸¿ª»¿¹¿·²¬Í½¸»¼«´»¿¾±ª»ò¬¸»°»®±²±®±®¹¿²·¦¿¬·±²¸±©²·²¬¸»Í½¸»¼«´» ¿¾±ª»¾»½¿«»±º°¿§³»²¬©»³¿µ»º±®·²¶«®§±® Ý±°§®·¹¸¬ô×²«®¿²½»Í»®ª·½»Ñºº·½»ô×²½òôïççî Ð¿¹»ï±ºï Any person or organization that you agree in a written contract 2/8/20216301E077052 PO I Y UMBE :L C N R T IS ENDORSEMENT CHANGES T E POLICY. PLEASE REA IT CA EFULLY.H H D R TOTA AGGREGA E LIMIT A D DESIGNA ED PROJECTLTNT AND LOCA ION AGGREGA E LIMITSTT COMM RCI L G NERAL IAB LI Y COVERAG PA TE A E L I T E R SCHEDU E – LI ITS O N URANCE AND DES GNAT D PRO ECTS AND LO ATIONL M F I S I E J C S L MIT F INSURANCEISO To al Aggrega e Li it $t t m (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnated P oj ct Agg eg te Limi $i r e r a t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d ocatio Agg ega e Lim t $i e L n r t i (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Ge eral Agg egate L mi $n r i t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d P o ects:i e r j Des gnat d Locatio s:i e n P O ISION a.R V S In ureds;s b.Cla m made o "suit " brought;i s r s1. c.Pe sons o making claimr r s or ring ng "suits"; obir d."Proe ts" o "lo ation ".j c r c s 3.The folo ing re la es Paragraphlwpc 2.of SE TI N II – LI IT F INSU AN ECOIMSOR C : 2.The fo lo ing re la es Paragraphlwpc 1.of 2. a.SE TI N II – LI IT F INSU AN ECOIMSOR C : 1. CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 1 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s This endorsement modifies insurance provided under the following: organizations The General Aggregate Limit (Other Than Products-Completed Operations) shown in the Declarations is replaced by the Limits of Insurance shown in the Schedule – Limits Of Insurance And Designated Projects And Locations. The Limits of Insurance shown in the Declarations or the Schedule – Limits Of Insurance And Designated Projects And Locations, whichever apply, and the rules below fix the most we will pay regardless of the number of: The Total Aggregate Limit shown in the Schedule – Limits Of Insurance And Designated Projects And Locations is the most we will pay for the sum of all amounts under the Designated Project Aggregate Limit, all amounts under the Designated Location Aggregate Limit and all amounts under the General Aggregate Limit. This includes: P-630-1E077052 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 02-01-21 41,000,000 2,000,000 2,000,000 2,000,000 EACH "PROJECT" FOR WHICH YOU HAVE AGREED, IN A WRITTEN CONTRACT WHICH IS IN EFFECT DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT, PROVIDED THAT THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. EACH PREMISES OWNED BY OR RENTED TO YOU. COMM RCI L G NERAL IAB LI YE A E L I T (1)Da a es under Cov ragemge A, ex eptc (b) dama e o "bod ly inju ygs f i r " or "property dam ge incl ded in thea"u "product -com leted ope ationsspr Su h pay e ts will not reduce thecmnhazad";r Ge eral Aggregate Lim t de cri edni s b (2)Da a es unde Cov ragemgre B; and i Pa agraphnr 2.d.below, the De ignated Proje t Aggrega e Lim tsc t i(3)Medcal ex en es under Cov rageipse fo any other "project o ther"rC.De ignated Lo at on Aggregatesc ib.Su je t to the Total Aggregate Lim tbci Lim t.idecried i Paragraphsb n 2.a.abov , thee c.Su je t to the Total Aggregate Lim tbciDeignatedProjet Aggrega e Lim tsc t i de cri ed i Paragraphsb n 2.a.abov , theeshown in the Schedule –Lim t Ofis De ignated Lo at on Aggregate Lim ts c i iInurance And Designated Proje ts Andsc shown in the Schedule –Lim t OfisLoatios applie and is fur he subje tcns t r c In urance And Designated Proje ts Andsctoalo he fol owing prov sion :l ft l i s Lo atio s applie and is fur he subje tcns t r c(1)The De ignated Proje t Aggregatesc to al o he fol owing prov sion :l f t l i s Limt is the m st we wil pay for theiol (1)The Designated Lo ation Aggregatecsumo:f Lim t is the m st we wil pay for theiol(a)Da a es unde Cov ragemgre A sum o :fbeause o "bodily inj ry anc f u "d (a)Da a es unde Cov ragemgre A"prope ty dama e ca sed byrg"u be ause o "bodily inj ry anc f u "d"o cur en e "; andcrc s "prope ty dama e ca sed byrg"u(b)Med cal ex enses undeipr "o cur en e "; andcrc sCovrageeCfo"bodily injuryr"(b)Med cal ex enses undeiprcaused y a ci ent ;b c d s Cov ragee C fo "bod ly injuryri "that can be att ibuted only tor caused y a ciden s;b c toperatios at a ingle "proje t".n s c that can be att ibuted only tor(2)The De ignated Proje t Aggregatesc operatio s at a single "loca ion".n t Limt ap lie se arately to eachipsp (2)The De ignated Lo ation Aggregates c"proect .j "Lim t ap lie se arately to eachipsp "lo ation .c "(3)The Designated Project Aggregate Limt doe no apply to dam gei s t a s (3)The De ignated Lo ation Aggregates c be ause o "bodily injury oc f "r Lim t doe no apply to dam gei s t a s "proper y dama e incl ded in thetg"u be ause o "bodily injury oc f "r "product -com leted ope ationsspr "proper y dama e incl ded in thetg"u haza d". Instead, the Products-r "product -com leted ope ationsspr Co p eted Operatio s Aggregatemln haza d".Instead, the Products-r Limt de cribed i Paragraphi s n 3.Co p eted Operatio s Aggregatemln Lim t de cribed i Paragraphi s n 3.beow applie tosuch dama e .l s g s be ow applie to such dama e .l s g s(4)The De ignated Proje t Aggregatesc (4)The De ignated Lo ation Aggregates cLimt doe no apply to dam gei s t a s Lim t doe no apply to dama ei s t g sundeCovragereB. Instead, the unde Cov ragere B. Instead, theGeeral Aggregate Lim t de cri edni s b Ge eral Aggregate Lim t de cri edni s biPaagrapnrh2.d.below applie tos i Pa agrapnrh 2.d.below applie tossuch am ges.d a such am ges.d a (5)Any payme ts m de fo dam ge on a r a s r (5)Any payme ts m de fo dam ge on a r a s r m dcal ex ense to whi h theeips c m dcal ex ense to whi h theeips c De ignated Proje t Aggrega e Lim tsc t i De ignated Lo at on A gregate im ts c i g L i appl e will redu e:i s c appl e will redu e:i s c (a)The o al Aggrega e Lim t andTt t i ;(a)The o al Aggrega e Lim t andTt t i ; Pa e 2 of 3g © 2017 The Travelers Company.All rights reserved.CG 4 68 02 9D1 Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s because The Designated Project Aggre- gate Limit for the applicable "project". COMM RCI L G NERAL IAB LI YE A E L I T 4.The folo ing re la es Paragraphlwpc 3.of(b)The Designated Location Aggre- ga e Lim t fo the appli a let i r c b SE TI N II – LI IT F INSU AN ECOIMSOR C : "lo a ion".c t 3.The Products-Com leted Operat on Aggrepi s - ga e Limt shown in the De la at on i thet i c r i s sSuch payments will not reduce the Ge eral Aggregate Lim t de cri ed m st we wil pay unde Cni s b o l r ov ragee A for dama e be ause ogs c fbelow, the "bodiy injuryl "in Paragraph 2.d.or De ignated Proje t Aggrega e Lim t "prope ty dama e" included in the "s c t i r g products- com le ed opera ion hazard". Anypt t sor the Designated Location Ag regate Lim t fo any othe paym nts ma e fo such dama e wilgirre d r g s l not re uce the To al Aggregate Lim t thedti ,"location". Ge eral Aggregate Lim t the De ignatedni, sd.Su je t to the Total Aggregate Lim tbci Pro ect Aggregate Lim t for a y "proje t"ojincrdecried i Paragraphsb n 2.a.abov , thee the De ignated Lo atio Aggregate Lim t fos c n i rGeeralAggegate Li i shown in thenrmt any"lo ation".cSchedue –Limt Of Insurance Andl i s De ignated Proje t And Locationsscs 5.The fol owing i a ded to thel s d D FIN TIONEIS appl e a d is fur he subje t to all of the Se tio , bu only foi s n t r c c n t r purpo e o the De ignateds s f s fo lowi g provsions:l n i Lo atio and De ignated Proje t shown in thecnsc Schedu e – Lim ts Of Insurance And De ignatedl i s(1)The Gene al Aggregate Limt i theri s Pro ect A d Lo at on :j s n c i smstwewilpay o he um o :o l f r t s f "Lo a ion" m a s any de ignated lo atio shownc t e n s c n(a)Da a es unde Cov ragemgre A i the Schedule –Lim t Of Insurance Andnisbeause o "bodily i ju y anc f n r "d "prope ty dama e ca sed by De ignated Proje ts And Lo ations that irg"u s c c s owned by or rented to you. For the purpo es os f"occurrences", and medical ex ense under Cov ragepse C for de ermnin the appli ab e aggregate l m t ot i g c l i i f "bo ily inj ry caused byd u "i suran e, each "lo atio "that i cludes anccn n a cident , that cannot bec s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t at ri uted only to operaton at atbi s or prem se who e conne tion is interr pted onlyi s s c u si gle "proje t or a singlenc"by a street roa way or waterway or by a right,d ,- "lo a ion";andc t o -way o a rai road,wil be considered a singlef f l l "lo a ion".c t(b)Damages under Coverage B. (2)The General Aggregate Limt doe "Proe t" me ns any de ignated project showi s j c a s n in no apply to dama es fo "bodilytgr the Schedule –Lim t Of In ura ce Andis s n i ju y o "property dama e"n r "r g De ignated Proje ts And Loca ions that i awaysc t s i clu ed in the "products-co ple edn d m t fro premse owned by or rented to you and ami s t operatio s hazard . Instead,then"whi h you a e perfo m ng ope atio s pursuant tocr r i r n Pro ucts-Comp eted Ope ationsdlr a cont act o agreem nt.For the purpose or r e s f Ag regate Lim t descri ed ingib de ermnin the appli ab e aggregate l m t ot i g c l i i fPaagaphr r 3.below applie to suchs i suran e, each "proje t that i cludes ancc"ndamae.g s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t (3)Any payme ts m de fo dam ge on a r a s r or prem se who e conne tion is interr pted onlyi s s c u m d cal ex ense to whi h theeips c by a street roa way or waterway or by a right,d ,- Ge eral Aggregate Limt applie wilni s l o -way o a rai road,wil be considered a singlef f l l re uced: (a)The o al Aggrega e Lim t andTt t i ; (b)The ene al A gregate Li i.G r g m t Su h pay e ts will not reduce thecmn De ignated Proje t Aggrega e Lim tsc t i fo any "proje t"or the De ignatedrc s Lo atio Aggrega e Lim t fo anycnt i r "lo a ion".c t CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 3 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s "project". Policy #8104L111617 Policy #8104L111617 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be __*__% of the California workers’ compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2% of the premium developed in the State of California, but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/01/2021 Policy No. T10190480 Insured 20 Endorsement No. Policy Effective Date 02/01/2021Insurance Company Twining, Inc.; Twining Consulting, Inc. StarStone National Insurance Company Countersigned By ______________________________________ WC 04 03 06 (Ed. 4-84) ©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved. WC040306 Workers' Compensation and Employers' Liability Insurance Policy Waiver of Our Right to Recover From Others Endorsement - California WC 04 03 06 If the following information is not complete, refer to the appropriate Schedule attached to the policy. Policy NumberInsured: Producer: Dealey, Renton & Associates Effective Date Schedule Person or Organization Job Description Additional Premium % We have the right to recover our payments from any- one liable for an injury- covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segre- gating the remuneration of your employees while en- gaged in the work described in the Schedule. The additional premium for this endorsement shall be the percentage, as shown in the Schedule applicable to this endorsement, of the California workers' compensation premium otherwise due on such remuneration. __________________________________________________________ Authorized Representative Twining, Inc.T10190480 2/1/2021 City of Carlsbad/CMWD c/o EXIGIS Insurance Compliance Services P.O. Box 947 Murrieta CA 92564 PSA21-1206CMI City Attorney Approved Version 7/19/17 1 PROJECT TASK DESCRIPTION AND FEE ALLOTMENT NO. 3 PROJECT NO. 6070 This third Project Task Description and Fee Allotment, is entered into on _________________________________________, pursuant to an Agreement between Twining, Inc., a California corporation, ("Contractor") and the City of Carlsbad, ("City") dated Aug. 18, 2020, (the “Agreement”), the terms of which are incorporated herein by this reference. 1. CONTRACTOR'S OBLIGATIONS Contractor shall provide Materials Testing and Special Inspection Services in accordance with the City of Carlsbad Engineering Standards, 2016 Edition, the Standard Specifications for Public Works Construction, 2018 Edition and the supplements thereto as published by the “Green Book” Committee of Public Works Standards and the proposal dated Jan. 28, 2021, (“proposal”), attached as Appendix "A" for the Traffic Calming on Oriole Ct., Mimosa Dr., Moorhen Pl. and Dove Ln., (the “Project"). The Project services shall include Materials Testing and Special Inspection Services. 2. PROGRESS AND COMPLETION Contractor's receipt of this Project Task Description and Fee Allotment, signed by the City Manager or Director and a Purchase Order from the City’s Purchasing Department, constitutes notification to proceed to the Contractor. Contractor shall begin work within five (5) working days after receiving this fully executed document and a City Purchase Order. Contractor shall complete the work within seventy (70) working days thereafter. Working days are defined in section 6-7.2 “Working Day” of the Standard Specifications for Public Works Construction (Green Book). Extensions of time for this Task Description may be granted if requested and agreed to in writing by the Director or City Manager. In no event shall Contractor work beyond the term or authorized compensation of the Master Agreement, as amended by this Project Task Description and Fee Allotment. 3. FEES TO BE PAID TO THE CONTRACTOR Contractor’s compensation for the Project is shown in Table 1, "Fee Allotment", herein. Fees shall be paid on the basis of time and materials for each task group shown in Table 1. Progress payments shall be based on work days. Appendix "A", attached, prepared by Contractor and reviewed by City, shows the parties’ intent as to the elements, scope and extent of the task groups. Contractor acknowledges that performance of any and all tasks by the Contractor constitutes acknowledgment by Contractor that such tasks are those defined in Appendix "A". Additional task groups, not shown in Table 1 or Appendix “A”, will be performed by the Contractor only upon authorization of the City through the mechanism of a separate Project Task Description and Fee Allotment and Purchase Order. In the event that City directs Contractor to curtail or eliminate all, or portions of the task groups identified in Table 1 or Appendix A, then the Contractor shall only invoice the City for work actually performed. The maximum total cost of Contractor's services for this Project Task Description and Fee Allotment is $10,865.00. DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 February 10, 2021 PSA21-1206CMI City Attorney Approved Version 7/19/17 2 4. PREVAILING WAGE RATES Any construction, alteration, demolition, repair, and maintenance work, including work performed during design and preconstruction such as inspection and land surveying work, cumulatively exceeding $1,000 and performed under this Agreement are subject to state prevailing wage laws. The general prevailing rate of wages, for each craft or type of worker needed to execute the contract, shall be those as determined by the Director of Industrial Relations pursuant to the Section 1770, 1773 and 1773.1 of the California Labor Code. Pursuant to Section 1773.2 of the California Labor code, a current copy of applicable wage rates is on file in the office of the City Engineer. Contractor shall not pay less than the said specified prevailing rates of wages to all such workers employed by him or her in the execution of the Agreement. Contractor and any subcontractors shall comply with Section 1776 of the California Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require any subcontractors to comply with Section 1776. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 PSA21-1206CMI City Attorney Approved Version 7/19/17 3 TABLE 1 FEE ALLOTMENT MATERIALS TESTING AND SPECIAL INSPECTION SERVICES TASK GROUP TIME & MATERIALS Materials Testing and Special Inspection Services $10,865.00 TOTAL (Not-to-Exceed) $10,865.00 CONTRACTOR Twining, Inc. Twining, Inc. (name of Contractor) (name of Contractor) By: By: (sign here) (sign here) Amy Owens, Vice President Edward M. Twining, Jr., Chairman (print name/title) (print name/title) If Contractor is a corporation, this document must be signed by one individual from each column: Column A Chairman, President or Vice-President Column B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. CITY OF CARLSBAD, a municipal corporation of the State of California By: ________________________________ Date: _________________________ Paz Gomez, Deputy City Manager, Public Works, as authorized by the City Manager APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ____________________________ Assistant City Attorney DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 February 10, 2021 15950 Bernardo Center Drive, Suite J San Diego CA 92127 Tel 858.974.3750 Fax 858.974.3752 January 28, 2021 Proposal: 21-0198 Ms. Emily Hasegawa, PE Municipal Project Manager City of Carlsbad 1635 Faraday Ave, Carlsbad, CA92008. Subject: Proposal to Provide Materials Testing and Special Inspection Service Project: Traffic Calming on Oriole Ct, Mimosa Dr, Moorhen Pl and Dove Ln Ms. Hasegawa, Twining is grateful for this opportunity and we look forward to working with you on this project. We believe our skillset and expertise make us a unique fit for this project. Project Understanding: We understand that the Traffic Calming project will consist of saw cutting existing pavement as well as subgrade improvements along with curb & gutter construction and HMA paving within the above referenced streets. Per the technical specifications provided to us on 1/28/2021, we understand that Twining is being requested to provide native subgrade compaction, compaction for class 2 base, concrete sampling for curb, gutter and sidewalks as well as compaction and laboratory testing of HMA. Please note that the cost estimates for Traffic Calming job was prepared based on the provided construction schedule, however, our services are billed on a time and materials basis and we will provide our services in conjunction with the contractors schedule. Notes and Assumptions: •Project will be billed on a time and materials basis •All rates will be billed in accordance with Master Contract’s terms and conditions and schedule of fees. •No night work was assumed in our estimate. Twining is truly excited to work with your firm in support of the project and we appreciate the opportunity to provide this proposal to you. We are confident that our firm will provide quality service at the best possible cost to you as we continue to demonstrate our high level of service and commitment to a successful project. If you have any questions regarding our submittal, feel free to contact Sharif Mohiuddin at (858) 974-3750 or directly at (909) 244-4207. PSA21-1206CMI Appendix "A" DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 Sincerely, Sharif Mohiuddin Senior Staff Engineer Attachments: i.Cost Estimate (1 Page) PSA21-1206CMIAppendix "A" (continued) DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 Project Name: City of Carlsbad- Traffic Calming on Oriole Ct, Mimosa Dr, Moorhen Pl and Dove Ln Twining, San Diego Proposal No: 21-0198 Date: 01-28-2021 Description of Work Assumptions Average Manpower Anticipated Days Total DIVISION 1: SITE CONSTRUCTION / SOIL Soils Technician Excavation / Compaction 8 hours shift including travel 4 32 Hours 100.00$ 3,200.00$ Soils Technician (over time)Excavation / Compaction 3 3 Hours 150.00$ 450.00$ Project Manager 2 Hours 135.00$ 270.00$ Sieve With Wash 2 Tests 140.00$ 280.00$ R-Value 1 Tests 375.00$ 375.00$ Sand Equivalent 2 Tests 125.00$ 250.00$ Durability Index 1 Tests 210.00$ 210.00$ Atterberg Limit 2 Tests 150.00$ 300.00$ Max Density 3 Tests 175.00$ 525.00$ SUB-TOTAL 5,860.00$ DIVISION 2: CONCRETE Special Inspector/Registered Deputy Inspector - Reinforced Concrete Sampling / Testing Assumed 4 hour shifts 5 20 Hours 100.00$ 2,000.00$ Compression Strength: 6" x 12" or 4" x 8" Cylinders 30 Tests 25.00$ 750.00$ Project Manager 3 Hours 135.00$ 405.00$ SUB-TOTAL 3,155.00$ DIVISION 3: ASPHALT Asphalt Inspector Asphalt Field Inspector 1 8 Hours 100.00$ 800.00$ Asphalt Inspector (Overtime)Asphalt Field Inspector 2 Hours 150.00$ 300.00$ Extraction & Gradation 1 Tests 200.00$ 200.00$ Lab Tested Max Density 1 Tests 200.00$ 200.00$ Theoratical Max Density 1 Tests 150.00$ 150.00$ Stability 1 Tests 200.00$ 200.00$ SUB-TOTAL 1,850.00$ GRAND TOTAL 10,865.00$ REMARKS: This estimation is based on the plans and specifications dated 11/12/2020 along with the construction schedule provided by AB Hashmi Inc. PSA21-1206CMI Appendix "A" (continued) DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 Schedule of Fees Personnel Rates: Per Hour Unless Otherwise Noted Engineering and Consulting Personnel Rate Equipment Usage (Daily Unless Otherwise Noted)RateSenior Principal Advisor/Consultant 300.00$ Skidmore 40.00$ Principal Engineer/Geologist 200.00$ Torque Wrench, Small 15.00$ Metallurgical Engineer 190.00$ Torque Wrench, Large 25.00$ Registered Geotechnical Engineer 195.00$ Torque Multiplier 40.00$ Technical Advisor 195.00$ Air Meter 20.00$ Material Scientist, Welding/NDT Consultant 205.00$ Brass Mold 20.00$ Registered Geologist/Certified Engineering Geologist 165.00$ Nuclear Gauge (Per Hour)WAIVED Senior Engineer/Geologist 175.00$ Pull Test Equipment 60.00$ Registered Civil Engineer 170.00$ Concrete/Asphalt Coring Equipment 250.00$ Roofing/Waterproofing Consultant 195.00$ Pachometer 55.00$ Project Engineer/Manager 135.00$ Floor Flatness (Dipstick)45.00$ Quality Control Manager 155.00$ Schmidt Hammer 20.00$ Senior Staff Engineer/Geologist 150.00$ Vapor Emission Test Kits 30.00$ Staff Engineer/Geologist 145.00$ Relative Humidity Probe 60.00$ Quality Control Administrator 135.00$ UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Metallurgical Technician 110.00$ Fireproofing Adhesion/Cohesion (Per Test)35.00$ CADD Operator/Draftsperson 97.00$ A Scan Ultrasonic Equipment and Consumables 75.00$ Field Supervisor 130.00$ Magnetic Particle Equipment and Consumables 40.00$ Safety Supervisor 130.00$ Liquid Penetrant Consumables 35.00$ Laboratory Manager 115.00$ Phased Array Ultrasonic Equipment (Per Hour)60.00$ Laboratory Technician 95.00$ Ground Penetrating Radar 300.00$ Expert Witness Testimony 525.00$ Impact Echo 350.00$ Qualified SWPPP Developer 150.00$ Ultrasonic Tomography 450.00$ Qualified SWPPP Practitioner 135.00$ Inertial Profiler (Per Hour)260.00$ Vibration Engineer 175.00$ Project Dedicated Vehicle 110.00$ Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Half-cell Potential Equipment Set 350.00$ Field Inspection Personnel Rate Concrete Electrical Resistivity Meter 160.00$ Concrete/Reinforced Steel Inspector 100.00$ Field Hardness (Steel)100.00$ Prestressed/Post Tensioned Inspector 100.00$ Coating Thickness Gauge 100.00$ Concrete ICC Inspector 100.00$ Temperature Control Curing Box (Per Month)450.00$ Drilled-In-Anchor Inspector 100.00$ Temperature Matching Curing Box (Per Month)520.00$ Gunite/Shotcrete Inspector 100.00$ Masonry Inspector 100.00$ Structural Steel/Welding Inspector 100.00$ Specimen Pick-Up RateAWS Certified Welding Inspector 100.00$ Standard Sample: Concrete Cylinders (Each)WAIVED Fireproofing Inspector 100.00$ Standard Sample: Mortar/Grout Cubes and Cores, WAIVED Lead Inspector 110.00$ Fireproofing, Rebar, and Epoxy Prisms (Each) Firestop Special Inspector - IFC Premier 110.00$ Oversize Sample: Masonry Prisms, Shotcrete Panels, 50.00$ Firestop Special Inspector - IQP 110.00$ Flexural Beams (Each) L.A. Deputy Grading Inspector 120.00$ Technician for Specimen Pick-Up Not Listed Above 95.00$ Asphalt Field and Plant Inspector/Technician 100.00$ (Per Hour, 2-Hour Minimum) Pile Driving Inspector 100.00$ Technician for Specimen Pick-Up Before 5:00 a.m. 120.00$ Soils Technician 100.00$ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Concrete Quality Control (ACI/Caltrans Technician)100.00$ (Per Hour, 2-Hour Minimum Plus Mileage) Wood Framing Inspector 100.00$ Roofing/Waterproofing Inspector 122.00$ Mechanical Inspector 140.00$ Jobsite Trailer, Mobile or On-site Laboratory RateElectrical Inspector 140.00$ Mobile laboratory for rapid strength concrete 450.00$ Plumbing Inspector 140.00$ (per shift not exceeding 12 hours) Building Inspector 135.00$ All others by quotation Vibration Monitoring Technician 108.00$ Field Engineering Technician 120.00$ Concrete Tests (Field Made Specimens)Rate6" x 12" Cylinder: Compression Strength 25.00$ Shop Inspection Personnel Rate (ASTM C39) Structural Steel Fabrication Inspector 110.00$ 4" x 8" Cylinder: Compression Strength 25.00$ Batch Plant Quality Control Technician/Inspector 110.00$ (ASTM C39) Glue-Laminated Fabrication Inspector Quotation Density of Structural Lightweight Concrete 77.00$ Pre-Cast Concrete/Pipe Fabrication Inspector 116.00$ Equilibrium or Oven Dry Method (ASTM C567) Core Compression including Trimming (ASTM C42)62.00$ 6" x 6" x 18" Flexural Beams Not Exceeding 85.00$ Non-Destructive Testing Personnel Rate Referenced Size (ASTM C78, C293 or CTM 523) NDE Ultrasonic Testing Technician 115.00$ Splitting Tensile Strength (ASTM C496)90.00$ NDE Magnetic Particle Testing Technician 115.00$ Modulus of Elasticity Test (ASTM C469)240.00$ NDE Dye Penetrant Testing Technician 115.00$ Rapid Chloride Permeability Test: Cylinders or 490.00$ Combination NDE Technician/Welding Inspector 115.00$ Cores (ASTM C1202) Radiographic Testing (crew of 2)315.00$ Density, Absorption, and Voids in Hardened 450.00$ NDE Engineer 180.00$ Concrete (ASTM C642) Task Code 10115 10501 95362 95368 95369 70000 95315 10010 95321 10011 95324 10026 95318 10001 95309 10017 95312 60003 95327 10013 95336 30000 95330 70003 95343 10003 95333 10009 95348 10019 95351 90001 95300 70107 95303 10005 95341 10007 95342 10015 95339 90005 95345 91010 91000 95349 91030 95306 20000 95307 98000 95347 10103 10105 Task 10109 Code 10111 20102 95357 Task 95364 Code 95367 10101 95372 30001 95370 95371 10117 2010770109 75001 2010970103 10113 20101 10201 10203 20103/ 10207 20104 10519 95360 10521 10523 50003 Task 70101 10107 60001 Task 10515 Code 30002 10122 10325 10328 20205 20207Task Code Task Code Code 2020210301 10309 20203 20201 20209 10403 20211 10405 80003 80006 10305 10409 10020 10401 Task Code 1 PSA21-1206CMI (continued) DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 Concrete Tests (Field Made Specimens), Continued Rate Physical and Chemical Analysis of Fly Ash RateFlexural Toughness (ASTM C1609, Formerly 800.00$ Chemical Analysis of Fly Ash per 650.00$ ASTM C1018)Standard Requirements (ASTM C618) Double Punch Strength of Fiber Reinforced Concrete 450.00$ Physical Testing of Fly Ash per Standard Requirements 650.00$ Coefficient of Thermal Expansion of Concrete 500.00$ (ASTM C618) (CRD 39, AASHTO T336)Partial Analysis or Specific Physical Tests Quotation Chemical Analysis and Physical Testing of Fly Ash per 1,100.00$ Standard Requirements (ASTM C1618) Concrete Specimen Preparation RateSawing of Specimens (Each)32.00$ Physical Testing of Chemical Admixtures forCoring of Specimens in Lab (Each)32.00$ Concrete RateQualification of Admixture per ASTM C494 Quotation Laboratory Trial Batch: Concrete, Cement and Mortar RateCompression Test Cylinders Made and Tested in 50.00$ Soils and Aggregate Tests RateLaboratory (ASTM C192, C35)Abrasion: LA Rattler (ASTM C131)195.00$ 6" x 6" x 18" Flexural Beams Made and Tested in 90.00$ Abrasion: LA Rattler (ASTM C535)195.00$ Laboratory (ASTM C192, C78)Atterberg Limits/Plasticity Index (ASTM D4318, CTM204)150.00$ Splitting Tensile Strength Cylinders Made and Tested 110.00$ California Bearing Ratio Excluding Maximum Density 550.00$ in Laboratory (ASTM C192, C496)(ASTM D1883): Soil Modulus of Elasticity Test Cylinders Made and Tested in 260.00$ California Bearing Ratio Excluding Maximum Density 650.00$ Laboratory (ASTM C192, C469)(ASTM D1883): Cement-Treated Soil Density of Structural Lightweight Concrete Made in the 95.00$ Cement-Treated Soil/Base Mix Design: includes three trial 3,200.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567)cement contents with three unconfined compressive strength Laboratory Trial Batch (ASTM C192)475.00$ specimens per cement content Laboratory Trial Batch: Packaged Dry Concrete 950.00$ Chloride and Sulfate Content (CTM 417, CTM 422)150.00$ Including Verification of Slump, Air Content, Plastic Unit Clay Lumps and Friable Particles (ASTM C142)175.00$ Weight, Six Cylinders for Compressive Strength (ASTM Cleanness Value: 1" x #4 (CTM 227)175.00$ C387 and C192)Cleanness Value: 1.5" x .75" (CTM 227)275.00$ Drying Shrinkage Up to 28 Days: Three 3" x 3" or 490.00$ Collapse Potential/Index (ASTM D5333)175.00$ 4" x 4" Bars, Five Readings up to 28 Dry Days Compressive Strength of Molded Soil-Cement 105.00$ (ASTM C157)Cylinders (ASTM D1633) Additional Reading, Per Set of Three Bars 45.00$ Consolidation Test: Full Cycle (ASTM 2435, CTM 219)195.00$ Storage over Ninety (90) Days, Per Set of 30.00$ Consolidation Test: Time Rate per Load Increment 45.00$ Three Bars, Per Month (ASTM D2435, CTM 219) Setting Time Up to 7 Hours (ASTM C403)130.00$ Corrosivity Series: Sulfate, CI, pH, Resistivity 245.00$ Bleeding (ASTM C232)130.00$ (CTM 643, 417, and 422) Concrete Restrained Expansion (ASTM C878)520.00$ Crushed/Fractured Particles (ASTM D5821, CTM 205)175.00$ Mix, Make and Test Mortar or Grout Specimens for 450.00$ Direct Shear Test: Remolded and/or Residual 245.00$ Compressive Strength: Set of 6 (ASTM C878)(ASTM D3080) Non-Shrink Grout: Height Change after Final 450.00$ Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080)225.00$ Set (ASTM C1090)Direct Shear Test: Undisturbed - Fast [CU] 195.00$ Non-Shrink Grout: Height Change at Early 800.00$ (ASTM D3080) Age (ASTM C827)Durability Index: Per Method - A,B,C, or D 210.00$ Cracking Resistance, Set of Three Rings, 5,000.00$ (CTM 229, ASTM D3744) Laboratory Trial Batching, Test Until Cracking or Expansion Index (ASTM D4829, UBC 18-2)150.00$ up to 28 Days (ASTM 1581)Fine Aggregate Angularity 190.00$ Evaluation of Pre-Packaged Masonry Mortars 1,100.00$ (AASHTO T304, ASTM C1252, CTM 234) (ASTM C270)Flat and Elongated Particle (ASTM D4791)225.00$ Creep, ASTM C512 (One Age of Loading, 12 Months 7,000.00$ Flat or Elongated Particle (ASTM D4791)195.00$ Duration of Testing)Maximum Density: Methods A/B/C 175.00$ (ASTM D1557, D698, CTM 216) Chemical Analysis and Petrographic Maximum Density: Check Point 65.00$ Examination of Concrete Rate (ASTM D1557, D698) Chemical Analysis for Acid Soluble Chlorides 250.00$ Maximum Density: AASHTO C [Modified] 195.00$ (ASTM C1152) (includes sample prep)(AASHTO T-180) Chloride Diffusion Coefficient of Cementitious 2,200.00$ Moisture Content (ASTM D2216,CTM 226)25.00$ Mixtures by Bulk Diffusion (ASTM C1556)Moisture and Density: Ring Sample (ASTM D2937)30.00$ Petrographic Examination of Hardened 1,700.00$ Moisture and Density: Shelby Tube Sample 40.00$ Concrete (ASTM 856) (Comprehensive)(ASTM D2937) Moisture-Density Relations of Soil-Cement 275.00$ Mixtures Premixed in the Field (ASTM D558) Physical and Chemical Analysis of Cement Rate Moisture-Density Relations of Soil-Cement Mixtures 350.00$ Physical Testing and Chemical Analysis of Portland 1,200.00$ Mixed in the Lab (ASTM D558) Cement per Standard Requirements (ASTM C150)Organic Impurities (ASTM C40, CTM 213)90.00$ Chemical Analysis of Portland Cement per 650.00$ Permeability (ASTM D5084)Quotation Standard Requirements (ASTM C150)Potential Reactivity: Chemical Method (ASTM C289 - 525.00$ Physical Testing of Portland Cement per 650.00$ Discontinued Method) Standard Requirements (ASTM C150)Potential Reactivity: Mortar Bar Expansion Method, 825.00$ Physical Testing of Type K Cement, Mortar 650.00$ 14-Day Exposure (ASTM C1260) Expansion (ASTM C806)Potential Reactivity: Mortar Bar Expansion Method,875.00$ Partial Analysis or Specific Physical Tests Quotation 28-Day Exposure (ASTM C1260) Sulfates Resistance of Hydraulic 2,400.00$ Potential Reactivity: Concrete Bar Expansion,2,600.00$ Cement (ASTM C1012) - 6 months Method (ASTM C1293), 12 month Sulfates Resistance of Hydraulic 2,600.00$ Potential Reactivity: Concrete Bar Expansion,2,800.00$ Cement (ASTM C1012) - 12 months Method (ASTM C1293), 24 month 40005 40009 Task Task Code20151 20157 40006 Task Code Task Code Task Code 80143 80146 80147 70301 70303 80196 70304 7034430227 7031530229 30322 30201 70393 70396 30503 30505 30223 30225 Code30217 30219 70305 30207 30403 30209 30321 70309 70311 70313 30205 30230 30231 30203 30233 70317 30234 70319 70321 Task 20265 30232 30211 20263 70394 70378 70325 75004 70399 80106 70337 70398 30401 70343 80001 70341 70340 70391 70342 80194 Code 70339 80110 80111 Task Code80140 7033580123 30507 30508 80193 70331 80129 70333 Task Code80195 80100 80103 2 PSA21-1206CMI (continued) DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 Soils and Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued RatePotential Reactivity of Aggregate Combination, 950.00$ Wet Track Abrasion Test (ASTM D3910)160.00$ 14-Day Exposure, Mortar (ASTM C1567)Hveem Mix Design (Excluding Aggregate Quality Tests)3,400.00$ Potential Reactivity of Aggregate Combination,1,000.00$ Hveem Mix Design, with RAP (Excluding Aggregate 3,800.00$ 28-Day Exposure, Mortar (ASTM C1567)Quality Tests, RAP Qualification) R-Value: Soil (ASTM 2844, CTM 301)375.00$ Hveem Mix Design, with Lime (Excluding Aggregate 3,800.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301)400.00$ Quality Tests) Sand Equivalent (ASTM D2419, CTM 217)125.00$ Hveem Mix Design Caltrans Untreated Mix 4,650.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202)90.00$ (Including Aggregate Quality Tests) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422,250.00$ Hveem Mix Design Caltrans Lime Treated Mix 4,650.00$ CTM 203)(Including Aggregate Quality Tests) Sieve with Hydrometer: Sand to Clay (ASTM D422,240.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)3,400.00$ CTM 203)Marshall Mix Design with RAP (Excluding Aggregate 3,800.00$ Sieve Analysis Including Wash (ASTM C136, CTM 202)140.00$ Quality Tests) Sieve Analysis Without Wash (ASTM C136, CTM 202)100.00$ Marshall Mix Design with Lime (Excluding Aggregate 3,800.00$ Sieve Analysis: Split Sieve (ASTM C136, CTM 202)200.00$ Quality Tests) Sieve Analysis Without Wash: With Cobbles 225.00$ Open Grade Asphalt Concrete Mix Design 1,700.00$ (ASTM C136, CTM 202)(CTM 368, ASTM D7064) Soundness: Sodium or Magnesium Sulfate, 450.00$ Superpave Mix Design (Excluding Aggregate Quality Tests)4,900.00$ 5 Cycles (ASTM C88)Superpave Mix Design, with RAP 6,500.00$ Specific Gravity and Absorption: Coarse 100.00$ (Excluding Aggregate Quality Tests) (ASTM C127, CTM 206)Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,000.00$ Specific Gravity and Absorption: Fine 165.00$ (AASHTO T283, ASTM D4867) (ASTM C128, CTM 207)Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,100.00$ Swell/Settlement Potential: One Dimensional 105.00$ (AASHTO T324) (ASTM D4546)Raveling Test of Cold Mixed Emulsified Asphalt 200.00$ Triaxial Quotation (ASTM D7196) Unconfined Compression (ASTM D2166, CTM 221)135.00$ Marshall Stability, wet set, 3 replicates (AASHTO T245)350.00$ Unit Weight Per Cubic Foot (ASTM C29, CTM 212)125.00$ Marshall Stability, dry set, 3 replicates (AASHTO T245)300.00$ Voids in Aggregate with Known Specific Gravity 125.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ (ASTM C29, CTM 212)3 emulsion content (Caltrans LP-8) Lightweight Particle: Coarse (ASTM C123)400.00$ Superpave Mix Design, with Rubber 6,600.00$ Lightweight Particle: Fine (ASTM C123)400.00$ (Excluding Aggregate Quality Tests) Superpave Mix Design, with Additives 5,790.00$ (Excluding Aggregate Quality Tests) Asphalt Concrete Tests RateHMA Mixing and Preparation 125.00$ HMA Mixing and Preparation with Aggregate Treatment 175.00$ Brick Masonry Tests, ASTM C67 RateBulk Specific Gravity of Compacted Sample or 55.00$ Modulus of Rupture: Flexural 75.00$ Core: SSD (CTM 308C and ASTM D2726)Compression Strength 55.00$ Bulk Specific Gravity of Compacted Sample or 80.00$ Absorption: 5 Hour or 24 Hour 60.00$ Core: Parafin Coated (CTM 308A and ASTM D1188)Absorption (Boil): 1, 2 or 5 Hours 70.00$ Emulsion Residue, Evaporation (ASTM D244)150.00$ Initial Rate of Absorption 50.00$ Extraction: % Bitumen (CTM 382, ASTM D6307)150.00$ Efflorescence 70.00$ Extraction: % Bitumen and Gradation (CTM 382, 200.00$ Cores: Compression 65.00$ CTM 202, ASTM D6307, ASTM D5444)Shear Test on Brick Cores: 2 Faces 90.00$ Extraction: % Bitumen, Correction Factor 350.00$ (CTM 382, ASTM D6307) Chemical Extraction: % Bitumen and Sieve Analysis 245.00$ Concrete Block, ASTM C140 Rate (ASTM D2172 Method A or B, ASTM D5444)Compression 85.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 200.00$ Absorption/Moisture Content/Oven Dry Density 85.00$ (CTM 304, CTM 308, ASTM D1561, ASTM D1188)Linear Shrinkage (ASTM C426)225.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 200.00$ Web and Face Shell Measurements 45.00$ (CTM 304, CTM 366, ASTM D1560, ASTM D1561)Tension Test 155.00$ Lab Tested Maximum Density: Marshall, 210.00$ Core Compression 65.00$ 3 briquettes (ASTM D6926,ASTM D2726)Shear Test of Masonry Cores: 2 Faces 85.00$ Lab Tested Maximum Density: Marshall 215.00$ Efflorescence Tests 45.00$ 6'' Specimen, 3 briquettes (ASTM D5581, ASTM D2726) Lab Tested Maximum Density: Superpave Gyratory 80.00$ Masonry Prisms, ASTM C1314 RateCompacted Briquette, SSD, 1 briquette Compression Test: Composite Masonry 185.00$ (ASTM D6925, ASTM D2726)Prisms Up To 8" x 16" Lab Tested Maximum Density: Superpave Gyratory 90.00$ Compression Test: Composite Masonry 245.00$ Compacted Briquette, Parafin, 1 briquette Prisms Larger Than 8" x 16" (ASTM D6925, ASTM D1188)Prism Cord Modulus of Elasticity 525.00$ Maximum Theoretical Specific Gravity [RICE] 150.00$ Prism Cord Modulus of Elasticity with Transverse 650.00$ (CTM 309, ASTM D2041)Strain (for double-wythe specimen) Marshall Stability and Flow, Cored Sample, each 80.00$ (ASTM D6927) Marshall Stability and Flow, Premixed, 3 briquettes 230.00$ Mortar and Grout Rate(ASTM D6926, ASTM D6927)Compression: 2" x 4" Mortar Cylinders (ASTM C780)55.00$ Marshall Stability and Flow, Gyratory Compacted 230.00$ Compression: 3" x 3" x 6" Grout Prisms, 37.00$ Specimen Pre-Mixed, 3 briquettes Includes Trimming (ASTM C119) (ASTM D6925, ASTM D5581)Compression: 2" Cubes (ASTM C109)55.00$ Marshall Stability and Flow 6'' Specimen, Premixed, 230.00$ Compression: Cores (ASTM C42)65.00$ 3 briquettes (ASTM D5581) Moisture Content (CTM 370)85.00$ 70355 70397 70392 70345 70347 70361 70363 70365 70351 70353 Task Task Code Code 70349 70359 70357 Code 75070 75040 20311 Task Code 75032 20313 20315 Task Code 20303 20305 20307 20309 70369 30317 30319 75093 75096 75069 75063 75048 20323 Task 75084 75087 75028 75033 20351 20353 20301Code 75049 75106 75107 75051 75066 75031 30411 30412 75036 75030 75042 75057 70360 75114 75115 70367 75068 75067 70371 75111 75039 70373 75083 20335 75024 75027 20329 20331 20321 20327 20333 20339 Task Task 20347 Code75050 75052 75113 75109 20341 20343 20346 75075 75094 75095 20355 20357 75099 75090 75005 3 PSA21-1206CMI (continued) DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 Machining and Preparation of Tensile and Bend Masonry Specimen Preparation Rate Sample: Carbon Steel RateCutting of Cubes or Prisms 65.00$ Machinist: Initial Preparation from Mock-up, Etc. 95.00$ (Per Hour) Sawcut to Overall Width (Per 0.5" Thickness or 50.00$ Fireproofing Tests Rate Fraction Thereof)55.00$ Oven Dry Density (ASTM E605)65.00$ Machine to Test Configuration: Milled Specimens 70.00$ Machine to Test Configuration: Turned Specimens 135.00$ (Per 0.5" Thickness or Fraction Thereof) Gunite and Shotcrete Tests Rate Prepare Subsize Specimens (Per 0.5" Thickness 85.00$ Core Compression Including Trimming (ASTM C42)65.00$ or Fraction Thereof) Compression: Cubes (Includes Saw Cutting)85.00$ Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Charpy Impact Rate Lightweight Insulating Concrete, Etc.Rate Charpy Impact Ambient Temperature 90.00$ Compression Test (ASTM C495 and C472)47.00$ Charpy Impact Reduced Temperature 110.00$ Air Dry Density (ASTM C472)37.00$ Oven Dry Density (ASTM C495)62.00$ Machining of Charpy Samples: Carbon Steel RateCutting and Milling (Per 0.5" or Fraction Thereof) 80.00$ Reinforcing Steel, ASTM A615, A706 Rate Final Machining to Sample Configuration 90.00$ Tensile Test: # 11 or Smaller 60.00$ Bend Test: # 11 or Smaller 55.00$ Prestressing Wires and Tendons, Bend Test #14 or #18 325.00$ (ASTM A416)RateTensile Test: # 14 225.00$ Stress-Strain Analysis: Wire or Strands 180.00$ Tensile Test: # 18 325.00$ (Including Chart and Percent Offset) Tensile Test Only 135.00$ Reinforcing Steel - Welded or Coupled Tendons Specimens RateTensile Test: Welded/Coupled #11 and Smaller 70.00$ Polymer Matrix Composite MaterialsTensile Test: Welded/Coupled #14 250.00$ (Fiberwrap)RateTensile Test: Welded/Coupled #18 375.00$ Tensile Strength – Set of 5 Specimens/batch/1,350.00$ Weld: Macroetch 75.00$ direction (ASTM D3039) Slippage Test - Caltrans (CTM 670)190.00$ Tensile Strength – Additional Specimens 250.00$ Tensile Test: Welded Hoops #11 and Smaller 145.00$ (ASTM D3039) Heating Chamber Time – Per 24 hr period 95.00$ Metal and Steel Testing Rate Calibration Services and Universal Machine Tensile Strength: Up to 100K Pounds (Each)60.00$ Usage RateTensile Strength: Up to 200K Pounds (Each)70.00$ Calibration/Verification Services Quotation Tensile Strength: Up to 300K Pounds (Each)85.00$ Universal Test Machine Usage (Per Hour)350.00$ Tensile Strength: Up to 400K Pounds (Each)135.00$ Tensile Strength: 400K to 600K Pounds (Each)325.00$ Ceramic Tile Testing Division RateTensile Strength: Stress-Strain Percent Offset 170.00$ Weld: Macroetch 75.00$ Weld: Fracture 40.00$ Bend Test 55.00$ Flattening Test 70.00$ Hardness Test (ASTM E18)80.00$ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Bolt: Axial Tensile Test (Up to 7/8" diameter)45.00$ Engineering and Technical supports/Design of Prototypes and Special Bolt: Wedge Tensile Test (Up to 7/8" diameter)60.00$ Test Set-Up Quotation Bolt: Axial Tensile Test (Greater than 7/8" 65.00$ Fastener/Coupling Full Testing Program Per New Regulations: Tension, up to 1" diameter)Tension/Bend, Shear, Double Shear, 8 Compressions QuotationBolt: Wedge Tensile Test (Greater than 7/8" 80.00$ Fiberglass/Composite Materials Field Testing Program (ASTM D4065, up to 1" diameter)D1143, D4923, D2584, D4476, D1242, D7901, D7921, and D732)Quotation Bolt: Axial Tensile Test (Greater than 1" diameter)Quotation Field Testing of Structures and Structural Elements Quotation Bolt: Wedge Tensile Test (Greater than 1" diameter)Quotation In-Place Shear Testing Quotation Bolt: Proof Load Test (Up to 7/8")70.00$ Materials and/or Product Evaluation Per Specifications Quotation Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter)90.00$ Structural Dynamic Testing and Durability Analysis Quotation Bolt: Proof Load Test (Greater than 1")Quotation Nut: Proof Load Test (Up to 7/8")50.00$ Nut: Proof Load Test (Greater than 7/8" up to 1" diameter)70.00$ Nut: Proof Load Test (Greater than 1")Quotation Chemical Testing of Metal and Steel RateSteel Chemical Analysis 155.00$ Weight of Galvanized Coating (ASTM A90)75.00$ Epoxy Coating Thickness 80.00$ 20547 Task Task CodeTask 20371 20623 20373 20379 Task 20703 20757 Task 20615 20361 20365 Task Code 20759 Task Code Code 20780 20501 20503 20783 Code20401 20631 The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request. Code20801 20751 Task 20525 20504 20505 20507 Code20521 20701 20621 20545 Code 20755 20523 20705 20611 20640 20641 Task 20637 20638 20639 20636 20635 20531 20633 20803 Task 20632 20617 20753 Code Task Code20155 20619 80173 Task Code 20609 20707 Code 20601 20708 20603 20634 20630 Code80170 20605 Task 20607 20529 Task Code 20532 20706 80176 4 PSA21-1206CMI (continued) DocuSign Envelope ID: 8742D9A4-F996-412A-9004-2C13ED7D1FE6 The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 2/8/2021 Dealey, Renton & AssociatesDRA License 0020739600 Anton Boulevard, Suite 100Costa Mesa CA 92626 Cheryl Boden 714-427-6810 714-427-6818 cboden@dealeyrenton.com Great Midwest Insurance Company 18694 Travelers Property Casualty Company of America 25674Twining, Inc.PO BOX 47Long Beach CA 90801 Starstone National Insurance Company 25496 1151751289 B X 1,000,000 X 300,000 5,000 1,000,000 2,000,000 X Y Y 6301E077052 2/1/2021 2/1/2022 2,000,000 B 1,000,000 X XX Y Y 8104L111617 2/1/2021 2/1/2022 B X X 2,000,000YYCUP0J750759 2,000,000 2/1/2021 2/1/2022 C Y T10190480 2/1/2021 2/1/2022 X 1,000,000 1,000,000 1,000,000 A Professional LiabilityClaims Made AE-GM-0000066-01 2/1/2021 2/1/2022 $2,000,000$2,000,000 per claimannl. aggr. Umbrella policy is a follow-form to underlying General Liability/Auto Liability/Employers Liability.Re: Al Projects.The Carlsbad Municipal Water District (CMWD) and the City of Carlsbad and its officers, officials and employees are Additional Insured as respects to General& Auto Liability coverage as required by written contract. Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to GeneralLiability coverage.Separation of Insureds - Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first NamedInsured, this insurance applies:a. As if each Named Insured were the only Named Insured; andSee Attached... 30 Day Notice of Cancellation City of Carlsbad/CMWDc/o EXIGIS Insurance Compliance ServicesP.O. Box 947Murrieta CA 92564 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: 1 1 Dealey, Renton & Associates Twining, Inc.PO BOX 47Long Beach CA 90801 25 CERTIFICATE OF LIABILITY INSURANCE b. Separately to each insured against whom claim is made or suit is brought.Waiver of Subrogation included in Work Comp., General and Auto Liability coverage as required by written contract. Policy #6301E077052 COMM RCI L G NERAL IAB LI YE A E L I T T IS ENDORSEMENT CHANGES T E POLICY.PLEASE REA IT CA EF LLYHHD R U . BLANKET ADDITIONAL INSURED –A TOMA IC STA USUT T IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) Thi e dorseme t m dfie i surance prov ded under he f l o ing:s n n o i s n i t o l w COMM RCI L G NERAL IAB LI YCOVERAG PA TE A E L I T E R The fol owing is ad ed told SE TI N II –WHO IS AN (a)C O The Addi ional Insured –Owne s, Le -t r s INSU EDR:see or Contra tors –Scheduled Persos c n or Organizat o endorsem n CG 20 10in e tAny erson or o ganiza io tha :p r t n t 07 04 o CG 20 10 04 13, the Addi ionalrta.Yo agree in a writ en cont a t o ag ee ent toutrcr r m In ured –Owne s, Le see or Con ra -s r s s t ciclueas an a ditio al insured on thi Cov ragen d d n s e to s –Com le ed Ope ations endorserptr-Pa t anr;d m n CG 20 37 07 04 or CG 20 37 04 13,e tb.Ha not been added a an additio al in ured fossnsr or both o such endo seme ts wi h ei hefrnt t r the sam proje t by at a hm nt o an en orseec t c e f d -o ho e ed tio date ; orf t s i n smnunder thi Cov rage Pa t which includeet s e r s (b)Ei her or bot o the fol o ing the Addithf l w :-such perso or organi at on in the endorsem nt'snz i e tio al In ured –Owne s, Le sees o Con-n s r s rschedule;tra to s –Scheduled Person Or Organ -c r i i a insured but:s n ,za ion en orsem n CG 20 10, o the Ad-t d e t r a.On y with re pe t to lia ili y fo "bodily injury di ional Insured –Owl s c b t r t ne s, Le see ors s r"or Co tra tors –Com le ed Ope atio s en-n c p t r n"prope ty dam ge that o cur , or fo "perso alra" c s r n do sem nt CG 20 37, wi hout a edit oretninijuycaused by an o f n e that is com it ed,n r "f e s m t da e o uch endo sem nt pe i ie ;t f s r e s cf dsubsequent to the signing of that contract or ag ee ent and while that pa t o the cont a t ormrfrcr the person o o gan zat on i an addit onal inr r i i s i - ag ee ent s in efe t andrmi f c;sure only i the in ury or dama e i ca sed,d f j g s u b.On y a de cri ed in Paragraph be i whole o in part by al s s b -n r , cts o om ssions ori f(1),(2)or (3) y u or you subcont a tor in the pe fo man eor r c r r clow, whichev r appl e :e i s o "y u work"to whi h the writ en cont act oforc t r r(1)If the wri ten cont act or ag ee ent speci i a-t r r m fc l ag ee ent ap lie ; ormpsrlyrequireyou to provde addi ional insureds i t (3)If ne ther aragraphiP (1)nor (2)abov appl e :e i scovrage to tha person or organi ation byetz the se o :u f (a)The perso or o ganizat o is a addinrin n - tio al i sured only if a d to the ex entn n ,n t(a)The Additional Insured –Owners, Les- that the injury o dama e i ca sed by,r g s useeoContactors–(Form B) en orsesr r d - a t or omi sions o y u o y u subcon-cs s f o r o rmnG20 10 11 85; oretC tra to in the pe fo ma ce o "y ur workcr r r n f o "(b)Ei her or bot o the fol o ing the Addithf l w :-to whi h the wri ten co tra t o agree-c t n c rtioalInured–Owne s, Le sees o Con-n s r s r m nt applie ; andestratos–Scheduled Person Or Organ-c r i (b)Su h pe son o organiza io does notcr r t nzationendorsement CG 20 10 10 01, or qual fy a an addi ional insured with rei s t -the Addit onal Insured –Owne s, Le seeirs s spe t to the independent acts or om s-c ior Co tra tors –Com leted Ope ationsncpr sio s o uch erson or organizationnf s p .endo sem nt G 20 37 0 01;r e C 1 The insurance prov ded to such addi ional i sured isitnthe person o o ganzat on i an addit onal inr r i i s i - subje t o hefo lowing p ovsion :c t t l r i ssureonlyifthe inju y or dama e ari e outdrgs s o "y u work"to whi h the writ en cont act oforc t r r a.If the Lim t o Insurance o thi Cov rage Partis f f s e ag ee ent ap lie ;r m p s shown i the De larat on ex eed the m nim mnc i s c i u (2)If the wri ten cont act or ag ee ent speci i a-t r r m fc l l mt req ired by the wri ten co t act o agree-i is u t n r r ly require you to provde addi ional insureds i t m n , the i surance provded to the addit o al i -e t n i i n n cov rage to tha person or organi ation byetz sure wi l be lim ted to such m nim m requi eddl i i u r the se o :u f l mt . For the purpo es o de erm ni g whethei is s f t i n r CG 6 04 02 19D ©2017 T e Travelers IndemnityCompany.All rights rehserved.Pa e 1 o 2gf Policy #6301E077052 COMM RCI L G NERAL IAB LI YE A E L I T ths lim tation , the mi im m lim ts requi ed i a claimi i n u i r n . To the ex ent po sible sucht s , by the written co tra t or agreem nt wil be con-no ice should innceltcl de:u si e ed to incl de the m nim m lim t o any Umdruiui s f -(a)How,when and where the "o cur en ecrc " brel a or Ex ess lia il ty cov rage requi ed fo thel c b i e r r or o fe se took la e;f n p c addi ional insured by that written cont a t otrcr (b)The nam s and add e se o any inj reders s f uag ee ent Thi prov sion wil not increa e therm. s i l s pe sons an witne se ;andrds slmtoinurance escribed in Sect oni is f s d i III –Lim ti s (c)The nature and loca ion o any injury ot f rOfI surancen. dama e a i i g out o the "o cur en e ogrsnf c r c "rb.The in uran e prov ded to such a dit onal insureds c i d i o fe se.f ndoenotapplytos :(2)If a claim is ma e o "sui" i brought agai stdrt s n(1)Any "bodiy inju y ,"property dam ge olr"a "r the ad it onal nsureddi i :"pe sonal injury arising out o the provd ng,r "f i i (a)Im e ia ely re ord the o themdt c for faiure to prov de, any pro e sional archil i f s - cla m or "suit an the date re eiv d; andi "d c ete tu al, e gineer ng or surv yin se v ce ,c r n i e g r i s i clu ing:n d (b)No i y us a soon a pra ticable an seetf s s c d to i that we re eiv wri ten not ce o thet c e t i f(a)The prepari g, approv ng,or fa l ng toni ii cla m or "suit a soon ai " s sprepae o approv ,ma s, shop draw-r r e p i g , opin on , repo ts, surv ys, fiel o -n s i s r e d r (3)Im ed ately send us copie o a l legal pamis f l - de s or change o de s, o the prepari g,pe s re eiv d in r r r r n r c e co ne tion wi h the claim onc t r approv n , o fai ing to prepare or ap-"sui ", coope ate wi h us i g r l t r t in the inv stigat onei prov , drawings and spe i i a ion ; and o the claim o deecfc t s f r fense agai stn the "suit , and othe wi e com ly with all pol cy"r s p i( )b Su ervso y,in pe t on, archi ect ral opirs ci t u r condi ion .t sengineerinatvte.g ci i i s (4)Te der the de en e and indem i y o anynf s n t f(2)Any "bodily inj ry or "property dam geu"a " cla m or "sui"to any prov der o o her insur-i t i f tcaused by "work a d included in the"n an e whi h woud cov r such addit onal i -c c l e i n"produ ts-om leted ope ation hazard"unc c p r s - le s the wri ten con ra t or ag ee ent spe if -sure fo a s t t c r m c i d r loss we cov r. Howev r, this co -e e n cal y require you to provde such cov ragel s i e di ion does no a fe t whethe the insurancet t f c r fo that addit o al in ured during the pol cyrinsi prov ded to such addi ional insured is prim ryita pe iodr.to oher i suran e av ila le to such ad itonaltnca b d i i sured whi h cov rs that person o organizancer -c.The addito al insured m st com ly with the i n u p tio a a nam d in ured a descri ed in Pa -n s e s s b rlowing utie :d s ag aphr 4., Ot er In urance o Se tionhs , f c IV –(1)G v us written no ice a soon a pra tica leiet s s c b Co m rcial General Lia il ty ondit on .m e b i C i so a "o cur en e or an o fe se which mayfncrc " f n Pa e 2 o 2gf ©2017 T e Travelers IndemnityCompany.All rights rehserved.CG 6 04 02 19D fol- your or settlement practicable. specifics applies result ÝÑÓÓÛÎÝ×ßÔ ßËÌÑ Ì¸· »²¼±®»³»²¬ ³±¼·º·» ·²«®¿²½» °®±ª·¼»¼ «²¼»® ¬¸» º±´´±©·²¹æ ÞËÍ×ÒÛÍÍ ßËÌÑ ÝÑÊÛÎßÙÛ ÚÑÎÓ Ýß Ìí ëí ðî ïë Ì Ì Ýß Ì Ý ß ß Ì 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º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ Þîô Ý±²ó ½»¿´³»²¬ô ·®»°®»»²¬¿¬·±²ô ® ®¿«¼ô ±º ÝÌ Ê Š Þ ßÌ ÝÌæ Ì¸» «²·²¬»²¬·±²¿´ ±³··±² ±ºô ±® «²·²¬»²¬·±²¿´ »®®±® ·²ô ¿²§ ·²º±®³¿¬·±² ¹·ª»² ¾§ §±« ¸¿´´ ²±¬ °®»¶«¼·½» §±«® ®·¹¸¬ «²¼»® ¬¸· ·²«®¿²½»ò Ø±©ó »ª»® ¬¸· °®±ª··±² ¼±» ²±¬ ¿ºº»½¬ ±«® ®·¹¸¬ ¬± ½±´ó ´»½¬ ¿¼¼·¬·±²¿´ °®»³·«³ ±® »¨»®½·» ±«® ®·¹¸¬ ±º ½¿²½»´´¿¬·±² ±® ²±²ó®»²»©¿´ò ÐÑÔ×ÝÇÒËÓÞÛÎæ COMMERCIAL GENERAL LIABILITY ISSUED DATE: ÌØ×ÍÛÒÜÑÎÍÛÓÛÒÌÝØßÒÙÛÍÌØÛÐÑÔ×ÝÇòÐÔÛßÍÛÎÛßÜ×ÌÝßÎÛÚËÔÔÇò Éß×ÊÛÎÑÚÌÎßÒÍÚÛÎÑÚÎ×ÙØÌÍÑÚÎÛÝÑÊÛÎÇ ßÙß×ÒÍÌÑÌØÛÎÍÌÑËÍ Ì¸·»²¼±®»³»²¬³±¼·º·»·²«®¿²½»°®±ª·¼»¼«²¼»®¬¸»º±´´±©·²¹æ ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇÝÑÊÛÎßÙÛÐßÎÌ   ø×º²±»²¬®§¿°°»¿®¿¾±ª»ô·²º±®³¿¬·±²®»¯«·®»¼¬±½±³°´»¬»¬¸·»²¼±®»³»²¬©·´´¾»¸±©²·²¬¸»Ü»½´¿®¿¬·±² ¿¿°°´·½¿¾´»¬±¬¸·»²¼±®»³»²¬ò÷ Ì¸» ÌÎßÒÍÚÛÎ ÑÚ Î×ÙØÌÍ ÑÚ ÎÛÝÑÊÛÎÇ ¼¿³¿¹»¿®··²¹±«¬±º§±«®±²¹±·²¹±°»®¿¬·±²±® ßÙß×ÒÍÌ ÑÌØÛÎÍ ÌÑ ËÍ Ý±²¼·¬·±² øÍ»½¬·±² ×Êó þ§±«®©±®µþ¼±²»«²¼»®¿½±²¬®¿½¬©·¬¸¬¸¿¬°»®±² ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇ ÝÑÒÜ×Ì×ÑÒÍ÷ ±® ±®¹¿²·¦¿¬·±² ¿²¼ ·²½´«¼»¼ ·² ¬¸» þ°®±¼«½¬ó ·¿³»²¼»¼¾§¬¸»¿¼¼·¬·±²±º¬¸»º±´´±©·²¹æ ½±³°´»¬»¼±°»®¿¬·±²¸¿¦¿®¼òþÌ¸·©¿·ª»®¿°°´·» ±²´§¬± ¬¸»°»®±² ±®±®¹¿²·¦¿¬·±² ¸±©² ·² ¬¸»É»©¿·ª»¿²§®·¹¸¬±º®»½±ª»®§©»³¿§¸¿ª»¿¹¿·²¬Í½¸»¼«´»¿¾±ª»ò¬¸»°»®±²±®±®¹¿²·¦¿¬·±²¸±©²·²¬¸»Í½¸»¼«´» ¿¾±ª»¾»½¿«»±º°¿§³»²¬©»³¿µ»º±®·²¶«®§±® Ý±°§®·¹¸¬ô×²«®¿²½»Í»®ª·½»Ñºº·½»ô×²½òôïççî Ð¿¹»ï±ºï Any person or organization that you agree in a written contract 2/8/20216301E077052 PO I Y UMBE :L C N R T IS ENDORSEMENT CHANGES T E POLICY. PLEASE REA IT CA EFULLY.H H D R TOTA AGGREGA E LIMIT A D DESIGNA ED PROJECTLTNT AND LOCA ION AGGREGA E LIMITSTT COMM RCI L G NERAL IAB LI Y COVERAG PA TE A E L I T E R SCHEDU E – LI ITS O N URANCE AND DES GNAT D PRO ECTS AND LO ATIONL M F I S I E J C S L MIT F INSURANCEISO To al Aggrega e Li it $t t m (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnated P oj ct Agg eg te Limi $i r e r a t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d ocatio Agg ega e Lim t $i e L n r t i (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Ge eral Agg egate L mi $n r i t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d P o ects:i e r j Des gnat d Locatio s:i e n P O ISION a.R V S In ureds;s b.Cla m made o "suit " brought;i s r s1. c.Pe sons o making claimr r s or ring ng "suits"; obir d."Proe ts" o "lo ation ".j c r c s 3.The folo ing re la es Paragraphlwpc 2.of SE TI N II – LI IT F INSU AN ECOIMSOR C : 2.The fo lo ing re la es Paragraphlwpc 1.of 2. a.SE TI N II – LI IT F INSU AN ECOIMSOR C : 1. CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 1 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s This endorsement modifies insurance provided under the following: organizations The General Aggregate Limit (Other Than Products-Completed Operations) shown in the Declarations is replaced by the Limits of Insurance shown in the Schedule – Limits Of Insurance And Designated Projects And Locations. The Limits of Insurance shown in the Declarations or the Schedule – Limits Of Insurance And Designated Projects And Locations, whichever apply, and the rules below fix the most we will pay regardless of the number of: The Total Aggregate Limit shown in the Schedule – Limits Of Insurance And Designated Projects And Locations is the most we will pay for the sum of all amounts under the Designated Project Aggregate Limit, all amounts under the Designated Location Aggregate Limit and all amounts under the General Aggregate Limit. This includes: P-630-1E077052 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 02-01-21 41,000,000 2,000,000 2,000,000 2,000,000 EACH "PROJECT" FOR WHICH YOU HAVE AGREED, IN A WRITTEN CONTRACT WHICH IS IN EFFECT DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT, PROVIDED THAT THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. EACH PREMISES OWNED BY OR RENTED TO YOU. COMM RCI L G NERAL IAB LI YE A E L I T (1)Da a es under Cov ragemge A, ex eptc (b) dama e o "bod ly inju ygs f i r " or "property dam ge incl ded in thea"u "product -com leted ope ationsspr Su h pay e ts will not reduce thecmnhazad";r Ge eral Aggregate Lim t de cri edni s b (2)Da a es unde Cov ragemgre B; and i Pa agraphnr 2.d.below, the De ignated Proje t Aggrega e Lim tsc t i(3)Medcal ex en es under Cov rageipse fo any other "project o ther"rC.De ignated Lo at on Aggregatesc ib.Su je t to the Total Aggregate Lim tbci Lim t.idecried i Paragraphsb n 2.a.abov , thee c.Su je t to the Total Aggregate Lim tbciDeignatedProjet Aggrega e Lim tsc t i de cri ed i Paragraphsb n 2.a.abov , theeshown in the Schedule –Lim t Ofis De ignated Lo at on Aggregate Lim ts c i iInurance And Designated Proje ts Andsc shown in the Schedule –Lim t OfisLoatios applie and is fur he subje tcns t r c In urance And Designated Proje ts Andsctoalo he fol owing prov sion :l ft l i s Lo atio s applie and is fur he subje tcns t r c(1)The De ignated Proje t Aggregatesc to al o he fol owing prov sion :l f t l i s Limt is the m st we wil pay for theiol (1)The Designated Lo ation Aggregatecsumo:f Lim t is the m st we wil pay for theiol(a)Da a es unde Cov ragemgre A sum o :fbeause o "bodily inj ry anc f u "d (a)Da a es unde Cov ragemgre A"prope ty dama e ca sed byrg"u be ause o "bodily inj ry anc f u "d"o cur en e "; andcrc s "prope ty dama e ca sed byrg"u(b)Med cal ex enses undeipr "o cur en e "; andcrc sCovrageeCfo"bodily injuryr"(b)Med cal ex enses undeiprcaused y a ci ent ;b c d s Cov ragee C fo "bod ly injuryri "that can be att ibuted only tor caused y a ciden s;b c toperatios at a ingle "proje t".n s c that can be att ibuted only tor(2)The De ignated Proje t Aggregatesc operatio s at a single "loca ion".n t Limt ap lie se arately to eachipsp (2)The De ignated Lo ation Aggregates c"proect .j "Lim t ap lie se arately to eachipsp "lo ation .c "(3)The Designated Project Aggregate Limt doe no apply to dam gei s t a s (3)The De ignated Lo ation Aggregates c be ause o "bodily injury oc f "r Lim t doe no apply to dam gei s t a s "proper y dama e incl ded in thetg"u be ause o "bodily injury oc f "r "product -com leted ope ationsspr "proper y dama e incl ded in thetg"u haza d". Instead, the Products-r "product -com leted ope ationsspr Co p eted Operatio s Aggregatemln haza d".Instead, the Products-r Limt de cribed i Paragraphi s n 3.Co p eted Operatio s Aggregatemln Lim t de cribed i Paragraphi s n 3.beow applie tosuch dama e .l s g s be ow applie to such dama e .l s g s(4)The De ignated Proje t Aggregatesc (4)The De ignated Lo ation Aggregates cLimt doe no apply to dam gei s t a s Lim t doe no apply to dama ei s t g sundeCovragereB. Instead, the unde Cov ragere B. Instead, theGeeral Aggregate Lim t de cri edni s b Ge eral Aggregate Lim t de cri edni s biPaagrapnrh2.d.below applie tos i Pa agrapnrh 2.d.below applie tossuch am ges.d a such am ges.d a (5)Any payme ts m de fo dam ge on a r a s r (5)Any payme ts m de fo dam ge on a r a s r m dcal ex ense to whi h theeips c m dcal ex ense to whi h theeips c De ignated Proje t Aggrega e Lim tsc t i De ignated Lo at on A gregate im ts c i g L i appl e will redu e:i s c appl e will redu e:i s c (a)The o al Aggrega e Lim t andTt t i ;(a)The o al Aggrega e Lim t andTt t i ; Pa e 2 of 3g © 2017 The Travelers Company.All rights reserved.CG 4 68 02 9D1 Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s because The Designated Project Aggre- gate Limit for the applicable "project". COMM RCI L G NERAL IAB LI YE A E L I T 4.The folo ing re la es Paragraphlwpc 3.of(b)The Designated Location Aggre- ga e Lim t fo the appli a let i r c b SE TI N II – LI IT F INSU AN ECOIMSOR C : "lo a ion".c t 3.The Products-Com leted Operat on Aggrepi s - ga e Limt shown in the De la at on i thet i c r i s sSuch payments will not reduce the Ge eral Aggregate Lim t de cri ed m st we wil pay unde Cni s b o l r ov ragee A for dama e be ause ogs c fbelow, the "bodiy injuryl "in Paragraph 2.d.or De ignated Proje t Aggrega e Lim t "prope ty dama e" included in the "s c t i r g products- com le ed opera ion hazard". Anypt t sor the Designated Location Ag regate Lim t fo any othe paym nts ma e fo such dama e wilgirre d r g s l not re uce the To al Aggregate Lim t thedti ,"location". Ge eral Aggregate Lim t the De ignatedni, sd.Su je t to the Total Aggregate Lim tbci Pro ect Aggregate Lim t for a y "proje t"ojincrdecried i Paragraphsb n 2.a.abov , thee the De ignated Lo atio Aggregate Lim t fos c n i rGeeralAggegate Li i shown in thenrmt any"lo ation".cSchedue –Limt Of Insurance Andl i s De ignated Proje t And Locationsscs 5.The fol owing i a ded to thel s d D FIN TIONEIS appl e a d is fur he subje t to all of the Se tio , bu only foi s n t r c c n t r purpo e o the De ignateds s f s fo lowi g provsions:l n i Lo atio and De ignated Proje t shown in thecnsc Schedu e – Lim ts Of Insurance And De ignatedl i s(1)The Gene al Aggregate Limt i theri s Pro ect A d Lo at on :j s n c i smstwewilpay o he um o :o l f r t s f "Lo a ion" m a s any de ignated lo atio shownc t e n s c n(a)Da a es unde Cov ragemgre A i the Schedule –Lim t Of Insurance Andnisbeause o "bodily i ju y anc f n r "d "prope ty dama e ca sed by De ignated Proje ts And Lo ations that irg"u s c c s owned by or rented to you. For the purpo es os f"occurrences", and medical ex ense under Cov ragepse C for de ermnin the appli ab e aggregate l m t ot i g c l i i f "bo ily inj ry caused byd u "i suran e, each "lo atio "that i cludes anccn n a cident , that cannot bec s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t at ri uted only to operaton at atbi s or prem se who e conne tion is interr pted onlyi s s c u si gle "proje t or a singlenc"by a street roa way or waterway or by a right,d ,- "lo a ion";andc t o -way o a rai road,wil be considered a singlef f l l "lo a ion".c t(b)Damages under Coverage B. (2)The General Aggregate Limt doe "Proe t" me ns any de ignated project showi s j c a s n in no apply to dama es fo "bodilytgr the Schedule –Lim t Of In ura ce Andis s n i ju y o "property dama e"n r "r g De ignated Proje ts And Loca ions that i awaysc t s i clu ed in the "products-co ple edn d m t fro premse owned by or rented to you and ami s t operatio s hazard . Instead,then"whi h you a e perfo m ng ope atio s pursuant tocr r i r n Pro ucts-Comp eted Ope ationsdlr a cont act o agreem nt.For the purpose or r e s f Ag regate Lim t descri ed ingib de ermnin the appli ab e aggregate l m t ot i g c l i i fPaagaphr r 3.below applie to suchs i suran e, each "proje t that i cludes ancc"ndamae.g s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t (3)Any payme ts m de fo dam ge on a r a s r or prem se who e conne tion is interr pted onlyi s s c u m d cal ex ense to whi h theeips c by a street roa way or waterway or by a right,d ,- Ge eral Aggregate Limt applie wilni s l o -way o a rai road,wil be considered a singlef f l l re uced: (a)The o al Aggrega e Lim t andTt t i ; (b)The ene al A gregate Li i.G r g m t Su h pay e ts will not reduce thecmn De ignated Proje t Aggrega e Lim tsc t i fo any "proje t"or the De ignatedrc s Lo atio Aggrega e Lim t fo anycnt i r "lo a ion".c t CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 3 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s "project". Policy #8104L111617 Policy #8104L111617 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be __*__% of the California workers’ compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2% of the premium developed in the State of California, but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/01/2021 Policy No. T10190480 Insured 20 Endorsement No. Policy Effective Date 02/01/2021Insurance Company Twining, Inc.; Twining Consulting, Inc. StarStone National Insurance Company Countersigned By ______________________________________ WC 04 03 06 (Ed. 4-84) ©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved. WC040306 Workers' Compensation and Employers' Liability Insurance Policy Waiver of Our Right to Recover From Others Endorsement - California WC 04 03 06 If the following information is not complete, refer to the appropriate Schedule attached to the policy. Policy NumberInsured: Producer: Dealey, Renton & Associates Effective Date Schedule Person or Organization Job Description Additional Premium % We have the right to recover our payments from any- one liable for an injury- covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segre- gating the remuneration of your employees while en- gaged in the work described in the Schedule. The additional premium for this endorsement shall be the percentage, as shown in the Schedule applicable to this endorsement, of the California workers' compensation premium otherwise due on such remuneration. __________________________________________________________ Authorized Representative Twining, Inc.T10190480 2/1/2021 City of Carlsbad/CMWD c/o EXIGIS Insurance Compliance Services P.O. Box 947 Murrieta CA 92564 PSA21-1206CMI City Attorney Approved Version 7/19/17 1 PROJECT TASK DESCRIPTION AND FEE ALLOTMENT NO. 2 PROJECT NO. 5503-15 This second Project Task Description and Fee Allotment, is entered into on _________________________________________, pursuant to an Agreement between TWINING, INC., a California corporation, ("Contractor") and the CITY OF CARLSBAD, ("City") dated Aug. 18, 2020, (the “Agreement”), the terms of which are incorporated herein by this reference. 1. CONTRACTOR'S OBLIGATIONS Contractor shall provide Materials Testing and Special Inspection Services in accordance with the City of Carlsbad Engineering Standards, 2016 Edition, the Standard Specifications for Public Works Construction, 2018 Edition and the supplements thereto as published by the “Green Book” Committee of Public Works Standards and the proposal dated Nov. 4, 2020, (“proposal”), attached as Appendix "A" for the Highland Drive and Chinquapin Avenue Sewer Replacement, (the “Project"). The Project services shall include Materials Testing and Special Inspection Services. 2. PROGRESS AND COMPLETION Contractor's receipt of this Project Task Description and Fee Allotment, signed by the City Manager or Director and a Purchase Order from the City’s Purchasing Department, constitutes notification to proceed to the Contractor. Contractor shall begin work within five (5) working days after receiving this fully executed document and a City Purchase Order. Contractor shall complete the work within one hundred twenty (120) working days thereafter. Working days are defined in section 6-7.2 “Working Day” of the Standard Specifications for Public Works Construction (Green Book). Extensions of time for this Task Description may be granted if requested and agreed to in writing by the Director or City Manager. In no event shall Contractor work beyond the term or authorized compensation of the Master Agreement, as amended by this Project Task Description and Fee Allotment. 3. FEES TO BE PAID TO THE CONTRACTOR Contractor’s compensation for the Project is shown in Table 1, "Fee Allotment", herein. Fees shall be paid on the basis of time and materials for each task group shown in Table 1. Progress payments shall be based on work days. Appendix "A", attached, prepared by Contractor and reviewed by City, shows the parties’ intent as to the elements, scope and extent of the task groups. Contractor acknowledges that performance of any and all tasks by the Contractor constitutes acknowledgment by Contractor that such tasks are those defined in Appendix "A". Additional task groups, not shown in Table 1 or Appendix “A”, will be performed by the Contractor only upon authorization of the City through the mechanism of a separate Project Task Description and Fee Allotment and Purchase Order. In the event that City directs Contractor to curtail or eliminate all, or portions of the task groups identified in Table 1 or Appendix A, then the Contractor shall only invoice the City for work actually performed. The maximum total cost of Contractor's services for this Project Task Description and Fee Allotment is $18,245.00. DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E November 20, 2020 PSA21-1206CMI City Attorney Approved Version 7/19/17 2 4. PREVAILING WAGE RATES Any construction, alteration, demolition, repair, and maintenance work, including work performed during design and preconstruction such as inspection and land surveying work, cumulatively exceeding $1,000 and performed under this Agreement are subject to state prevailing wage laws. The general prevailing rate of wages, for each craft or type of worker needed to execute the contract, shall be those as determined by the Director of Industrial Relations pursuant to the Section 1770, 1773 and 1773.1 of the California Labor Code. Pursuant to Section 1773.2 of the California Labor code, a current copy of applicable wage rates is on file in the office of the City Engineer. Contractor shall not pay less than the said specified prevailing rates of wages to all such workers employed by him or her in the execution of the Agreement. Contractor and any subcontractors shall comply with Section 1776 of the California Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require any subcontractors to comply with Section 1776. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E PSA21-1206CMI City Attorney Approved Version 7/19/17 3 TABLE 1 FEE ALLOTMENT MATERIALS TESTING AND SPECIAL INSPECTION SERVICES TASK GROUP TIME & MATERIALS Materials Testing and Special Inspection Services $18,245.00 TOTAL (Not-to-Exceed) $18,245.00 CONTRACTOR Twining, Inc. Twining, Inc. (name of Contractor) (name of Contractor) By: By: (sign here) (sign here) Amy Owens, Secretary Edward M. Twining, Jr., Chairman (print name/title) (print name/title) If Contractor is a corporation, this document must be signed by one individual from each column: Column A Chairman, President or Vice-President Column B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. CITY OF CARLSBAD, a municipal corporation of the State of California By: ________________________________ Date: _________________________ Paz Gomez, Deputy City Manager, Public Works, as authorized by the City Manager APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ____________________________ Assistant City Attorney DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E November 20, 2020 15950 Bernardo Center Drive, Suite J San Diego CA 92127 Tel 858.974.3750 Fax 858.974.3752 November 4, 2020 Proposal: 20-2501 Ms. Emily Hasegawa, PE Municipal Project Manager City of Carlsbad 1635 Faraday Ave, Carlsbad, CA92008. Subject: Proposal to Provide Materials Testing and Special Inspection Service Project: Chinquapin Highland Sewer Replacement Ms. Hasegawa, Twining is grateful for this opportunity and we look forward to working with you on this project. We believe our skillset and expertise make us a unique fit for this project. Project Understanding: The Sewer Replacement project includes replacing the existing 252 linear feet of sewer main with 6” SDR-26 PVC gravity sewer pipe. The projects include modifications to installation of sewer pipe system, other ancillary concrete and soil backfill work related to sewer system piping and asphalt work. The construction schedule for the Sewer replacement project was not provided to us during preparation of this proposal. Since, we are unable to review a schedule for the Sewer Replacement project at the time of proposal preparation, we have used experience on similar projects to prepare our cost proposal. Scope of Service: Earthwork Pipe bedding Aggregate Base Structural Concrete Bituminous Material Notes and Assumptions: Project will be billed on a time and materials basis All rates will be billed in accordance with Master Contract’s terms and conditions and schedule of fees. No overtime or night work was assumed in our estimate. PSA21-1206CMI Appendix "A"DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E Twining is truly excited to work with your firm in support of the project and we appreciate the opportunity to provide this proposal to you. We are confident that our firm will provide quality service at the best possible cost to you as we continue to demonstrate our high level of service and commitment to a successful project. If you have any questions regarding our submittal, feel free to contact Andrew Suarez at (858) 385-1711 or directly at (619) 207-9098. Sincerely, Andrew Suarez Sharif Mohiuddin Branch Manager Senior Staff Engineer Attachments: i.Cost Proposals (2 pages) ii.Distribution Sheet PSA21-1206CMI Appendix "A" (continued DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E Project Name: Chinquapin and Highland Sewer ReplacementTwining, San DiegoProposal No: 20-2501Date: 11-04-2020Description of WorkAssumptionsAverage ManpowerAnticipated DaysTotalDIVISION 1: SITE CONSTRUCTION / SOILSoils TechnicianGrading / Backfill1188 Hours 100.00$ 8,800.00$ Project Manager6 Hours 135.00$ 810.00$ Sieve With Wash4 Test(s) 140.00$ 560.00$ R-Value2 Test(s) 375.00$ 750.00$ Sand Equivalent2 Test(s) 125.00$ 250.00$ Expansion Index1 Test(s) 150.00$ 150.00$ Durability Index1 Test(s) 210.00$ 210.00$ Atterberg Limit1 Test(s) 150.00$ 150.00$ Max Density3 Test(s) 175.00$ 525.00$ SUB-TOTAL12,205.00$ DIVISION 2: CONCRETEConcrete Quality Control (ACI Technician)Foundation / Miscellaneous Structure4 32 Hours 100.00$ 3,200.00$ Compression Strength: 6" x 12" or 4" x 8" Cylinders18 Tests 25.00$ 450.00$ Project Manager4 Hours 135.00$ 540.00$ SUB-TOTAL4,190.00$ DIVISION 3: ASPHALTAsphalt InspectorAsphalt Field Inspector18 Hours 100.00$ 800.00$ Asphalt Inspector (Overtime)Asphalt Field Inspector2 Hours 150.00$ 300.00$ Extraction & Gradation1 Test(s) 200.00$ 200.00$ Lab Tested Max Density1 Test(s) 200.00$ 200.00$ Theoratical Max Density1 Test(s) 150.00$ 150.00$ Stability1 Test(s) 200.00$ 200.00$ SUB-TOTAL1,850.00$ GRAND TOTAL18,245.00$ REMARKS: This proposal is based on the plans and specifications dated 6/12/18 . The schedule has not been provided to us during our proposal preparation.Assuming 8 - 8 hours shift including travelPSA21-1206CMIAppendix "A" (continued)DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E PROJECT SET UP AND REPORT DISTRIBUTION * 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. TWINING PROJECT MANAGER: PERMIT NO: PROJECT NAME: JOBSITE CONTACT: JOBSITE ADDRESS: PHONE: CA. PREVAILING WAGE YES NO / DAVIS BACON YES NO / PROJECT LABOR AGREEMENT (PLA) YES NO INSURANCE REQUIRED YES NO / CERTIFIED PAYROLL YES NO / ADVERTISED DATE 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 P/R / 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 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 if 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 if hard copies of reports are required to party above.* STRUCT. ENGINEER ARCHITECT 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 if hard copies of reports are required to party above.* PSA21-1206CMI Appendix "A" {continued)DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E Schedule of Fees Personnel Rates: Per Hour Unless Otherwise Noted Engineering and Consulting Personnel Rate Equipment Usage (Daily Unless Otherwise Noted)RateSenior Principal Advisor/Consultant 300.00$ Skidmore 40.00$ Principal Engineer/Geologist 200.00$ Torque Wrench, Small 15.00$ Metallurgical Engineer 190.00$ Torque Wrench, Large 25.00$ Registered Geotechnical Engineer 195.00$ Torque Multiplier 40.00$ Technical Advisor 195.00$ Air Meter 20.00$ Material Scientist, Welding/NDT Consultant 205.00$ Brass Mold 20.00$ Registered Geologist/Certified Engineering Geologist 165.00$ Nuclear Gauge (Per Hour)WAIVED Senior Engineer/Geologist 175.00$ Pull Test Equipment 60.00$ Registered Civil Engineer 170.00$ Concrete/Asphalt Coring Equipment 250.00$ Roofing/Waterproofing Consultant 195.00$ Pachometer 55.00$ Project Engineer/Manager 135.00$ Floor Flatness (Dipstick)45.00$ Quality Control Manager 155.00$ Schmidt Hammer 20.00$ Senior Staff Engineer/Geologist 150.00$ Vapor Emission Test Kits 30.00$ Staff Engineer/Geologist 145.00$ Relative Humidity Probe 60.00$ Quality Control Administrator 135.00$ UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Metallurgical Technician 110.00$ Fireproofing Adhesion/Cohesion (Per Test)35.00$ CADD Operator/Draftsperson 97.00$ A Scan Ultrasonic Equipment and Consumables 75.00$ Field Supervisor 130.00$ Magnetic Particle Equipment and Consumables 40.00$ Safety Supervisor 130.00$ Liquid Penetrant Consumables 35.00$ Laboratory Manager 115.00$ Phased Array Ultrasonic Equipment (Per Hour)60.00$ Laboratory Technician 95.00$ Ground Penetrating Radar 300.00$ Expert Witness Testimony 525.00$ Impact Echo 350.00$ Qualified SWPPP Developer 150.00$ Ultrasonic Tomography 450.00$ Qualified SWPPP Practitioner 135.00$ Inertial Profiler (Per Hour)260.00$ Vibration Engineer 175.00$ Project Dedicated Vehicle 110.00$ Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Half-cell Potential Equipment Set 350.00$ Field Inspection Personnel Rate Concrete Electrical Resistivity Meter 160.00$ Concrete/Reinforced Steel Inspector 100.00$ Field Hardness (Steel)100.00$ Prestressed/Post Tensioned Inspector 100.00$ Coating Thickness Gauge 100.00$ Concrete ICC Inspector 100.00$ Temperature Control Curing Box (Per Month)450.00$ Drilled-In-Anchor Inspector 100.00$ Temperature Matching Curing Box (Per Month)520.00$ Gunite/Shotcrete Inspector 100.00$ Masonry Inspector 100.00$ Structural Steel/Welding Inspector 100.00$ Specimen Pick-Up RateAWS Certified Welding Inspector 100.00$ Standard Sample: Concrete Cylinders (Each)WAIVED Fireproofing Inspector 100.00$ Standard Sample: Mortar/Grout Cubes and Cores, WAIVED Lead Inspector 110.00$ Fireproofing, Rebar, and Epoxy Prisms (Each) Firestop Special Inspector - IFC Premier 110.00$ Oversize Sample: Masonry Prisms, Shotcrete Panels, 50.00$ Firestop Special Inspector - IQP 110.00$ Flexural Beams (Each) L.A. Deputy Grading Inspector 120.00$ Technician for Specimen Pick-Up Not Listed Above 95.00$ Asphalt Field and Plant Inspector/Technician 100.00$ (Per Hour, 2-Hour Minimum) Pile Driving Inspector 100.00$ Technician for Specimen Pick-Up Before 5:00 a.m. 120.00$ Soils Technician 100.00$ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Concrete Quality Control (ACI/Caltrans Technician)100.00$ (Per Hour, 2-Hour Minimum Plus Mileage) Wood Framing Inspector 100.00$ Roofing/Waterproofing Inspector 122.00$ Mechanical Inspector 140.00$ Jobsite Trailer, Mobile or On-site Laboratory RateElectrical Inspector 140.00$ Mobile laboratory for rapid strength concrete 450.00$ Plumbing Inspector 140.00$ (per shift not exceeding 12 hours) Building Inspector 135.00$ All others by quotation Vibration Monitoring Technician 108.00$ Field Engineering Technician 120.00$ Concrete Tests (Field Made Specimens)Rate6" x 12" Cylinder: Compression Strength 25.00$ Shop Inspection Personnel Rate (ASTM C39) Structural Steel Fabrication Inspector 110.00$ 4" x 8" Cylinder: Compression Strength 25.00$ Batch Plant Quality Control Technician/Inspector 110.00$ (ASTM C39) Glue-Laminated Fabrication Inspector Quotation Density of Structural Lightweight Concrete 77.00$ Pre-Cast Concrete/Pipe Fabrication Inspector 116.00$ Equilibrium or Oven Dry Method (ASTM C567) Core Compression including Trimming (ASTM C42)62.00$ 6" x 6" x 18" Flexural Beams Not Exceeding 85.00$ Non-Destructive Testing Personnel Rate Referenced Size (ASTM C78, C293 or CTM 523) NDE Ultrasonic Testing Technician 115.00$ Splitting Tensile Strength (ASTM C496)90.00$ NDE Magnetic Particle Testing Technician 115.00$ Modulus of Elasticity Test (ASTM C469)240.00$ NDE Dye Penetrant Testing Technician 115.00$ Rapid Chloride Permeability Test: Cylinders or 490.00$ Combination NDE Technician/Welding Inspector 115.00$ Cores (ASTM C1202) Radiographic Testing (crew of 2)315.00$ Density, Absorption, and Voids in Hardened 450.00$ NDE Engineer 180.00$ Concrete (ASTM C642) Task Code 10115 10501 95362 95368 95369 70000 95315 10010 95321 10011 95324 10026 95318 10001 95309 10017 95312 60003 95327 10013 95336 30000 95330 70003 95343 10003 95333 10009 95348 10019 95351 90001 95300 70107 95303 10005 95341 10007 95342 10015 95339 90005 95345 91010 91000 95349 91030 95306 20000 95307 98000 95347 10103 10105 Task 10109 Code 10111 20102 95357 Task 95364 Code 95367 10101 95372 30001 95370 95371 10117 2010770109 75001 2010970103 10113 20101 10201 10203 20103/ 10207 20104 10519 95360 10521 10523 50003 Task 70101 10107 60001 Task 10515 Code 30002 10122 10325 10328 20205 20207Task Code Task Code Code 2020210301 10309 20203 20201 20209 10403 20211 10405 80003 80006 10305 10409 10020 10401 Task Code 1 PSA21-1206CMI (continued) DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E Concrete Tests (Field Made Specimens), Continued Rate Physical and Chemical Analysis of Fly Ash RateFlexural Toughness (ASTM C1609, Formerly 800.00$ Chemical Analysis of Fly Ash per 650.00$ ASTM C1018)Standard Requirements (ASTM C618) Double Punch Strength of Fiber Reinforced Concrete 450.00$ Physical Testing of Fly Ash per Standard Requirements 650.00$ Coefficient of Thermal Expansion of Concrete 500.00$ (ASTM C618) (CRD 39, AASHTO T336)Partial Analysis or Specific Physical Tests Quotation Chemical Analysis and Physical Testing of Fly Ash per 1,100.00$ Standard Requirements (ASTM C1618) Concrete Specimen Preparation RateSawing of Specimens (Each)32.00$ Physical Testing of Chemical Admixtures forCoring of Specimens in Lab (Each)32.00$ Concrete RateQualification of Admixture per ASTM C494 Quotation Laboratory Trial Batch: Concrete, Cement and Mortar RateCompression Test Cylinders Made and Tested in 50.00$ Soils and Aggregate Tests RateLaboratory (ASTM C192, C35)Abrasion: LA Rattler (ASTM C131)195.00$ 6" x 6" x 18" Flexural Beams Made and Tested in 90.00$ Abrasion: LA Rattler (ASTM C535)195.00$ Laboratory (ASTM C192, C78)Atterberg Limits/Plasticity Index (ASTM D4318, CTM204)150.00$ Splitting Tensile Strength Cylinders Made and Tested 110.00$ California Bearing Ratio Excluding Maximum Density 550.00$ in Laboratory (ASTM C192, C496)(ASTM D1883): Soil Modulus of Elasticity Test Cylinders Made and Tested in 260.00$ California Bearing Ratio Excluding Maximum Density 650.00$ Laboratory (ASTM C192, C469)(ASTM D1883): Cement-Treated Soil Density of Structural Lightweight Concrete Made in the 95.00$ Cement-Treated Soil/Base Mix Design: includes three trial 3,200.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567)cement contents with three unconfined compressive strength Laboratory Trial Batch (ASTM C192)475.00$ specimens per cement content Laboratory Trial Batch: Packaged Dry Concrete 950.00$ Chloride and Sulfate Content (CTM 417, CTM 422)150.00$ Including Verification of Slump, Air Content, Plastic Unit Clay Lumps and Friable Particles (ASTM C142)175.00$ Weight, Six Cylinders for Compressive Strength (ASTM Cleanness Value: 1" x #4 (CTM 227)175.00$ C387 and C192)Cleanness Value: 1.5" x .75" (CTM 227)275.00$ Drying Shrinkage Up to 28 Days: Three 3" x 3" or 490.00$ Collapse Potential/Index (ASTM D5333)175.00$ 4" x 4" Bars, Five Readings up to 28 Dry Days Compressive Strength of Molded Soil-Cement 105.00$ (ASTM C157)Cylinders (ASTM D1633) Additional Reading, Per Set of Three Bars 45.00$ Consolidation Test: Full Cycle (ASTM 2435, CTM 219)195.00$ Storage over Ninety (90) Days, Per Set of 30.00$ Consolidation Test: Time Rate per Load Increment 45.00$ Three Bars, Per Month (ASTM D2435, CTM 219) Setting Time Up to 7 Hours (ASTM C403)130.00$ Corrosivity Series: Sulfate, CI, pH, Resistivity 245.00$ Bleeding (ASTM C232)130.00$ (CTM 643, 417, and 422) Concrete Restrained Expansion (ASTM C878)520.00$ Crushed/Fractured Particles (ASTM D5821, CTM 205)175.00$ Mix, Make and Test Mortar or Grout Specimens for 450.00$ Direct Shear Test: Remolded and/or Residual 245.00$ Compressive Strength: Set of 6 (ASTM C878)(ASTM D3080) Non-Shrink Grout: Height Change after Final 450.00$ Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080)225.00$ Set (ASTM C1090)Direct Shear Test: Undisturbed - Fast [CU] 195.00$ Non-Shrink Grout: Height Change at Early 800.00$ (ASTM D3080) Age (ASTM C827)Durability Index: Per Method - A,B,C, or D 210.00$ Cracking Resistance, Set of Three Rings, 5,000.00$ (CTM 229, ASTM D3744) Laboratory Trial Batching, Test Until Cracking or Expansion Index (ASTM D4829, UBC 18-2)150.00$ up to 28 Days (ASTM 1581)Fine Aggregate Angularity 190.00$ Evaluation of Pre-Packaged Masonry Mortars 1,100.00$ (AASHTO T304, ASTM C1252, CTM 234) (ASTM C270)Flat and Elongated Particle (ASTM D4791)225.00$ Creep, ASTM C512 (One Age of Loading, 12 Months 7,000.00$ Flat or Elongated Particle (ASTM D4791)195.00$ Duration of Testing)Maximum Density: Methods A/B/C 175.00$ (ASTM D1557, D698, CTM 216) Chemical Analysis and Petrographic Maximum Density: Check Point 65.00$ Examination of Concrete Rate (ASTM D1557, D698) Chemical Analysis for Acid Soluble Chlorides 250.00$ Maximum Density: AASHTO C [Modified] 195.00$ (ASTM C1152) (includes sample prep)(AASHTO T-180) Chloride Diffusion Coefficient of Cementitious 2,200.00$ Moisture Content (ASTM D2216,CTM 226)25.00$ Mixtures by Bulk Diffusion (ASTM C1556)Moisture and Density: Ring Sample (ASTM D2937)30.00$ Petrographic Examination of Hardened 1,700.00$ Moisture and Density: Shelby Tube Sample 40.00$ Concrete (ASTM 856) (Comprehensive)(ASTM D2937) Moisture-Density Relations of Soil-Cement 275.00$ Mixtures Premixed in the Field (ASTM D558) Physical and Chemical Analysis of Cement Rate Moisture-Density Relations of Soil-Cement Mixtures 350.00$ Physical Testing and Chemical Analysis of Portland 1,200.00$ Mixed in the Lab (ASTM D558) Cement per Standard Requirements (ASTM C150)Organic Impurities (ASTM C40, CTM 213)90.00$ Chemical Analysis of Portland Cement per 650.00$ Permeability (ASTM D5084)Quotation Standard Requirements (ASTM C150)Potential Reactivity: Chemical Method (ASTM C289 - 525.00$ Physical Testing of Portland Cement per 650.00$ Discontinued Method) Standard Requirements (ASTM C150)Potential Reactivity: Mortar Bar Expansion Method, 825.00$ Physical Testing of Type K Cement, Mortar 650.00$ 14-Day Exposure (ASTM C1260) Expansion (ASTM C806)Potential Reactivity: Mortar Bar Expansion Method,875.00$ Partial Analysis or Specific Physical Tests Quotation 28-Day Exposure (ASTM C1260) Sulfates Resistance of Hydraulic 2,400.00$ Potential Reactivity: Concrete Bar Expansion,2,600.00$ Cement (ASTM C1012) - 6 months Method (ASTM C1293), 12 month Sulfates Resistance of Hydraulic 2,600.00$ Potential Reactivity: Concrete Bar Expansion,2,800.00$ Cement (ASTM C1012) - 12 months Method (ASTM C1293), 24 month 40005 40009 Task Task Code20151 20157 40006 Task Code Task Code Task Code 80143 80146 80147 70301 70303 80196 70304 7034430227 7031530229 30322 30201 70393 70396 30503 30505 30223 30225 Code30217 30219 70305 30207 30403 30209 30321 70309 70311 70313 30205 30230 30231 30203 30233 70317 30234 70319 70321 Task 20265 30232 30211 20263 70394 70378 70325 75004 70399 80106 70337 70398 30401 70343 80001 70341 70340 70391 70342 80194 Code 70339 80110 80111 Task Code80140 7033580123 30507 30508 80193 70331 80129 70333 Task Code80195 80100 80103 2 PSA21-1206CMI (continued) DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E Soils and Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued RatePotential Reactivity of Aggregate Combination, 950.00$ Wet Track Abrasion Test (ASTM D3910)160.00$ 14-Day Exposure, Mortar (ASTM C1567)Hveem Mix Design (Excluding Aggregate Quality Tests)3,400.00$ Potential Reactivity of Aggregate Combination,1,000.00$ Hveem Mix Design, with RAP (Excluding Aggregate 3,800.00$ 28-Day Exposure, Mortar (ASTM C1567)Quality Tests, RAP Qualification) R-Value: Soil (ASTM 2844, CTM 301)375.00$ Hveem Mix Design, with Lime (Excluding Aggregate 3,800.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301)400.00$ Quality Tests) Sand Equivalent (ASTM D2419, CTM 217)125.00$ Hveem Mix Design Caltrans Untreated Mix 4,650.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202)90.00$ (Including Aggregate Quality Tests) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422,250.00$ Hveem Mix Design Caltrans Lime Treated Mix 4,650.00$ CTM 203)(Including Aggregate Quality Tests) Sieve with Hydrometer: Sand to Clay (ASTM D422,240.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)3,400.00$ CTM 203)Marshall Mix Design with RAP (Excluding Aggregate 3,800.00$ Sieve Analysis Including Wash (ASTM C136, CTM 202)140.00$ Quality Tests) Sieve Analysis Without Wash (ASTM C136, CTM 202)100.00$ Marshall Mix Design with Lime (Excluding Aggregate 3,800.00$ Sieve Analysis: Split Sieve (ASTM C136, CTM 202)200.00$ Quality Tests) Sieve Analysis Without Wash: With Cobbles 225.00$ Open Grade Asphalt Concrete Mix Design 1,700.00$ (ASTM C136, CTM 202)(CTM 368, ASTM D7064) Soundness: Sodium or Magnesium Sulfate, 450.00$ Superpave Mix Design (Excluding Aggregate Quality Tests)4,900.00$ 5 Cycles (ASTM C88)Superpave Mix Design, with RAP 6,500.00$ Specific Gravity and Absorption: Coarse 100.00$ (Excluding Aggregate Quality Tests) (ASTM C127, CTM 206)Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,000.00$ Specific Gravity and Absorption: Fine 165.00$ (AASHTO T283, ASTM D4867) (ASTM C128, CTM 207)Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,100.00$ Swell/Settlement Potential: One Dimensional 105.00$ (AASHTO T324) (ASTM D4546)Raveling Test of Cold Mixed Emulsified Asphalt 200.00$ Triaxial Quotation (ASTM D7196) Unconfined Compression (ASTM D2166, CTM 221)135.00$ Marshall Stability, wet set, 3 replicates (AASHTO T245)350.00$ Unit Weight Per Cubic Foot (ASTM C29, CTM 212)125.00$ Marshall Stability, dry set, 3 replicates (AASHTO T245)300.00$ Voids in Aggregate with Known Specific Gravity 125.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ (ASTM C29, CTM 212)3 emulsion content (Caltrans LP-8) Lightweight Particle: Coarse (ASTM C123)400.00$ Superpave Mix Design, with Rubber 6,600.00$ Lightweight Particle: Fine (ASTM C123)400.00$ (Excluding Aggregate Quality Tests) Superpave Mix Design, with Additives 5,790.00$ (Excluding Aggregate Quality Tests) Asphalt Concrete Tests RateHMA Mixing and Preparation 125.00$ HMA Mixing and Preparation with Aggregate Treatment 175.00$ Brick Masonry Tests, ASTM C67 RateBulk Specific Gravity of Compacted Sample or 55.00$ Modulus of Rupture: Flexural 75.00$ Core: SSD (CTM 308C and ASTM D2726)Compression Strength 55.00$ Bulk Specific Gravity of Compacted Sample or 80.00$ Absorption: 5 Hour or 24 Hour 60.00$ Core: Parafin Coated (CTM 308A and ASTM D1188)Absorption (Boil): 1, 2 or 5 Hours 70.00$ Emulsion Residue, Evaporation (ASTM D244)150.00$ Initial Rate of Absorption 50.00$ Extraction: % Bitumen (CTM 382, ASTM D6307)150.00$ Efflorescence 70.00$ Extraction: % Bitumen and Gradation (CTM 382, 200.00$ Cores: Compression 65.00$ CTM 202, ASTM D6307, ASTM D5444)Shear Test on Brick Cores: 2 Faces 90.00$ Extraction: % Bitumen, Correction Factor 350.00$ (CTM 382, ASTM D6307) Chemical Extraction: % Bitumen and Sieve Analysis 245.00$ Concrete Block, ASTM C140 Rate (ASTM D2172 Method A or B, ASTM D5444)Compression 85.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 200.00$ Absorption/Moisture Content/Oven Dry Density 85.00$ (CTM 304, CTM 308, ASTM D1561, ASTM D1188)Linear Shrinkage (ASTM C426)225.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 200.00$ Web and Face Shell Measurements 45.00$ (CTM 304, CTM 366, ASTM D1560, ASTM D1561)Tension Test 155.00$ Lab Tested Maximum Density: Marshall, 210.00$ Core Compression 65.00$ 3 briquettes (ASTM D6926,ASTM D2726)Shear Test of Masonry Cores: 2 Faces 85.00$ Lab Tested Maximum Density: Marshall 215.00$ Efflorescence Tests 45.00$ 6'' Specimen, 3 briquettes (ASTM D5581, ASTM D2726) Lab Tested Maximum Density: Superpave Gyratory 80.00$ Masonry Prisms, ASTM C1314 RateCompacted Briquette, SSD, 1 briquette Compression Test: Composite Masonry 185.00$ (ASTM D6925, ASTM D2726)Prisms Up To 8" x 16" Lab Tested Maximum Density: Superpave Gyratory 90.00$ Compression Test: Composite Masonry 245.00$ Compacted Briquette, Parafin, 1 briquette Prisms Larger Than 8" x 16" (ASTM D6925, ASTM D1188)Prism Cord Modulus of Elasticity 525.00$ Maximum Theoretical Specific Gravity [RICE] 150.00$ Prism Cord Modulus of Elasticity with Transverse 650.00$ (CTM 309, ASTM D2041)Strain (for double-wythe specimen) Marshall Stability and Flow, Cored Sample, each 80.00$ (ASTM D6927) Marshall Stability and Flow, Premixed, 3 briquettes 230.00$ Mortar and Grout Rate(ASTM D6926, ASTM D6927)Compression: 2" x 4" Mortar Cylinders (ASTM C780)55.00$ Marshall Stability and Flow, Gyratory Compacted 230.00$ Compression: 3" x 3" x 6" Grout Prisms, 37.00$ Specimen Pre-Mixed, 3 briquettes Includes Trimming (ASTM C119) (ASTM D6925, ASTM D5581)Compression: 2" Cubes (ASTM C109)55.00$ Marshall Stability and Flow 6'' Specimen, Premixed, 230.00$ Compression: Cores (ASTM C42)65.00$ 3 briquettes (ASTM D5581) Moisture Content (CTM 370)85.00$ 70355 70397 70392 70345 70347 70361 70363 70365 70351 70353 Task Task Code Code 70349 70359 70357 Code 75070 75040 20311 Task Code 75032 20313 20315 Task Code 20303 20305 20307 20309 70369 30317 30319 75093 75096 75069 75063 75048 20323 Task 75084 75087 75028 75033 20351 20353 20301Code 75049 75106 75107 75051 75066 75031 30411 30412 75036 75030 75042 75057 70360 75114 75115 70367 75068 75067 70371 75111 75039 70373 75083 20335 75024 75027 20329 20331 20321 20327 20333 20339 Task Task 20347 Code75050 75052 75113 75109 20341 20343 20346 75075 75094 75095 20355 20357 75099 75090 75005 3 PSA21-1206CMI (continued) DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E Machining and Preparation of Tensile and Bend Masonry Specimen Preparation Rate Sample: Carbon Steel RateCutting of Cubes or Prisms 65.00$ Machinist: Initial Preparation from Mock-up, Etc. 95.00$ (Per Hour) Sawcut to Overall Width (Per 0.5" Thickness or 50.00$ Fireproofing Tests Rate Fraction Thereof)55.00$ Oven Dry Density (ASTM E605)65.00$ Machine to Test Configuration: Milled Specimens 70.00$ Machine to Test Configuration: Turned Specimens 135.00$ (Per 0.5" Thickness or Fraction Thereof) Gunite and Shotcrete Tests Rate Prepare Subsize Specimens (Per 0.5" Thickness 85.00$ Core Compression Including Trimming (ASTM C42)65.00$ or Fraction Thereof) Compression: Cubes (Includes Saw Cutting)85.00$ Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Charpy Impact Rate Lightweight Insulating Concrete, Etc.Rate Charpy Impact Ambient Temperature 90.00$ Compression Test (ASTM C495 and C472)47.00$ Charpy Impact Reduced Temperature 110.00$ Air Dry Density (ASTM C472)37.00$ Oven Dry Density (ASTM C495)62.00$ Machining of Charpy Samples: Carbon Steel RateCutting and Milling (Per 0.5" or Fraction Thereof) 80.00$ Reinforcing Steel, ASTM A615, A706 Rate Final Machining to Sample Configuration 90.00$ Tensile Test: # 11 or Smaller 60.00$ Bend Test: # 11 or Smaller 55.00$ Prestressing Wires and Tendons, Bend Test #14 or #18 325.00$ (ASTM A416)RateTensile Test: # 14 225.00$ Stress-Strain Analysis: Wire or Strands 180.00$ Tensile Test: # 18 325.00$ (Including Chart and Percent Offset) Tensile Test Only 135.00$ Reinforcing Steel - Welded or Coupled Tendons Specimens RateTensile Test: Welded/Coupled #11 and Smaller 70.00$ Polymer Matrix Composite MaterialsTensile Test: Welded/Coupled #14 250.00$ (Fiberwrap)RateTensile Test: Welded/Coupled #18 375.00$ Tensile Strength – Set of 5 Specimens/batch/1,350.00$ Weld: Macroetch 75.00$ direction (ASTM D3039) Slippage Test - Caltrans (CTM 670)190.00$ Tensile Strength – Additional Specimens 250.00$ Tensile Test: Welded Hoops #11 and Smaller 145.00$ (ASTM D3039) Heating Chamber Time – Per 24 hr period 95.00$ Metal and Steel Testing Rate Calibration Services and Universal Machine Tensile Strength: Up to 100K Pounds (Each)60.00$ Usage RateTensile Strength: Up to 200K Pounds (Each)70.00$ Calibration/Verification Services Quotation Tensile Strength: Up to 300K Pounds (Each)85.00$ Universal Test Machine Usage (Per Hour)350.00$ Tensile Strength: Up to 400K Pounds (Each)135.00$ Tensile Strength: 400K to 600K Pounds (Each)325.00$ Ceramic Tile Testing Division RateTensile Strength: Stress-Strain Percent Offset 170.00$ Weld: Macroetch 75.00$ Weld: Fracture 40.00$ Bend Test 55.00$ Flattening Test 70.00$ Hardness Test (ASTM E18)80.00$ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Bolt: Axial Tensile Test (Up to 7/8" diameter)45.00$ Engineering and Technical supports/Design of Prototypes and Special Bolt: Wedge Tensile Test (Up to 7/8" diameter)60.00$ Test Set-Up Quotation Bolt: Axial Tensile Test (Greater than 7/8" 65.00$ Fastener/Coupling Full Testing Program Per New Regulations: Tension, up to 1" diameter)Tension/Bend, Shear, Double Shear, 8 Compressions QuotationBolt: Wedge Tensile Test (Greater than 7/8" 80.00$ Fiberglass/Composite Materials Field Testing Program (ASTM D4065, up to 1" diameter)D1143, D4923, D2584, D4476, D1242, D7901, D7921, and D732)Quotation Bolt: Axial Tensile Test (Greater than 1" diameter)Quotation Field Testing of Structures and Structural Elements Quotation Bolt: Wedge Tensile Test (Greater than 1" diameter)Quotation In-Place Shear Testing Quotation Bolt: Proof Load Test (Up to 7/8")70.00$ Materials and/or Product Evaluation Per Specifications Quotation Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter)90.00$ Structural Dynamic Testing and Durability Analysis Quotation Bolt: Proof Load Test (Greater than 1")Quotation Nut: Proof Load Test (Up to 7/8")50.00$ Nut: Proof Load Test (Greater than 7/8" up to 1" diameter)70.00$ Nut: Proof Load Test (Greater than 1")Quotation Chemical Testing of Metal and Steel RateSteel Chemical Analysis 155.00$ Weight of Galvanized Coating (ASTM A90)75.00$ Epoxy Coating Thickness 80.00$ 20547 Task Task CodeTask 20371 20623 20373 20379 Task 20703 20757 Task 20615 20361 20365 Task Code 20759 Task Code Code 20780 20501 20503 20783 Code20401 20631 The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request. Code20801 20751 Task 20525 20504 20505 20507 Code20521 20701 20621 20545 Code 20755 20523 20705 20611 20640 20641 Task 20637 20638 20639 20636 20635 20531 20633 20803 Task 20632 20617 20753 Code Task Code20155 20619 80173 Task Code 20609 20707 Code 20601 20708 20603 20634 20630 Code80170 20605 Task 20607 20529 Task Code 20532 20706 80176 4 PSA21-1206CMI (continued) DocuSign Envelope ID: B6B38F3A-3086-4E0F-923C-C2DF35E8678E The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 8/13/2020 Dealey, Renton & AssociatesDRA License 0020739600 Anton Boulevard, Suite 100Costa Mesa CA 92626 Cheryl Boden 714-427-6810 714-427-6818 cboden@dealeyrenton.com Great Midwest Insurance Company 18694 Travelers Property Casualty Company of America 25674Twining, Inc.PO BOX 47Long Beach CA 90801 Starstone National Insurance Company 957825416 B X 1,000,000 X 300,000 5,000 1,000,000 2,000,000 X Y Y 6301E077052 2/1/2020 2/1/2021 2,000,000 B 1,000,000 X XX Y Y 8104L111617 2/1/2020 2/1/2021 B X X 2,000,000YYCUP0J750759 2,000,000 2/1/2020 2/1/2021 C Y T10190480 2/1/2020 2/1/2021 X 1,000,000 1,000,000 1,000,000 A Professional LiabilityClaims Made AE-GM-0000066-00 2/1/2020 2/1/2021 $2,000,000$2,000,000 per claimannl. aggr. Umbrella policy is a follow-form to underlying General Liability/Auto Liability/Employers Liability.Re: PSA21-1219CMI - CMWD - Master Agreement for As-Needed Materials Testing Services.The Carlsbad Municipal Water District (CMWD) and the City of Carlsbad and its officers, officials and employees are Additional Insured as respects to General& Auto Liability coverage as required by written contract. Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to GeneralLiability coverage.Separation of Insureds - Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first NamedInsured, this insurance applies:a. As if each Named Insured were the only Named Insured; andSee Attached... 30 Day Notice of Cancellation City of Carlsbad/CMWDc/o EXIGIS Insurance Compliance ServicesP.O. Box 947Murrieta CA 92564 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: 1 1 Dealey, Renton & Associates Twining, Inc.PO BOX 47Long Beach CA 90801 25 CERTIFICATE OF LIABILITY INSURANCE b. Separately to each insured against whom claim is made or suit is brought.Waiver of Subrogation included in Work Comp., General and Auto Liability coverage as required by written contract. 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Î×ÙØÌÍ ÑÚ ÎÛÝÑÊÛÎÇ ¼¿³¿¹»¿®··²¹±«¬±º§±«®±²¹±·²¹±°»®¿¬·±²±® ßÙß×ÒÍÌ ÑÌØÛÎÍ ÌÑ ËÍ Ý±²¼·¬·±² øÍ»½¬·±² ×Êó þ§±«®©±®µþ¼±²»«²¼»®¿½±²¬®¿½¬©·¬¸¬¸¿¬°»®±² ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇ ÝÑÒÜ×Ì×ÑÒÍ÷ ±® ±®¹¿²·¦¿¬·±² ¿²¼ ·²½´«¼»¼ ·² ¬¸» þ°®±¼«½¬ó ·¿³»²¼»¼¾§¬¸»¿¼¼·¬·±²±º¬¸»º±´´±©·²¹æ ½±³°´»¬»¼±°»®¿¬·±²¸¿¦¿®¼òþÌ¸·©¿·ª»®¿°°´·» ±²´§¬± ¬¸»°»®±² ±®±®¹¿²·¦¿¬·±² ¸±©² ·² ¬¸»É»©¿·ª»¿²§®·¹¸¬±º®»½±ª»®§©»³¿§¸¿ª»¿¹¿·²¬Í½¸»¼«´»¿¾±ª»ò¬¸»°»®±²±®±®¹¿²·¦¿¬·±²¸±©²·²¬¸»Í½¸»¼«´» ¿¾±ª»¾»½¿«»±º°¿§³»²¬©»³¿µ»º±®·²¶«®§±® Ý±°§®·¹¸¬ô×²«®¿²½»Í»®ª·½»Ñºº·½»ô×²½òôïççî Ð¿¹»ï±ºï Any person or organization that you agree in a written contract 8/13/20206301E077052 COMM RCI L G NERAL IAB LI YE A E L I T PO I Y UMBE :IS UE DATE:L C N R S T IS ENDORSEMENT CHANGES T E POLICY. PLEASE REA IT CA EFULLY.H H D R TOTA AGGREGA E LIMIT A D DESIGNA ED PROJECTLTNT AND LOCA ION AGGREGA E LIMITSTT COMM RCI L G NERAL IAB LI YCOVERAG PA TE A E L I T E R SCHEDU E – LI ITS O N URANCE AND DES GNAT D PRO ECTS AND LO ATIONL M F I S I E J C S L MIT F INSURANCEISO To al Aggrega e Li it $t t m (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnated P oj ct Agg eg te Limi $i r e r a t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d ocatio Agg ega e Lim t $i e L n r t i (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Ge eral Agg egate L mi $n r i t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d P o ects:i e r j Des gnat d Locatio s:i e n P O ISION a.R V S In ureds;s b.Cla m made o "suit " brought;i s r s1. c.Pe sons o making claimr r s or ring ng "suits"; obir d."Proe ts" o "lo ation ".j c r c s 3.The folo ing re la es Paragraphlwpc 2.of SE TI N II – LI IT F INSU AN ECOIMSOR C : 2.The folo ing re la es Paragraphlwpc 1.of 2. a.SE TI N II – LI IT F INSU AN ECOIMSOR C : 1. CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 1 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s This endorsement modifies insurance provided under the following: organizations The General Aggregate Limit (Other Than Products-Completed Operations) shown in the Declarations is replaced by the Limits of Insurance shown in the Schedule – Limits Of Insurance And Designated Projects And Locations. The Limits of Insurance shown in the Declarations or the Schedule – Limits Of Insurance And Designated Projects And Locations, whichever apply, and the rules below fix the most we will pay regardless of the number of: The Total Aggregate Limit shown in the Schedule – Limits Of Insurance And Designated Projects And Locations is the most we will pay for the sum of all amounts under the Designated Project Aggregate Limit, all amounts under the Designated Location Aggregate Limit and all amounts under the General Aggregate Limit. This includes: P-630-1E077052-TIL-20 02-06-20 41,000,000 2,000,000 2,000,000 2,000,000 EACH "PROJECT" FOR WHICH YOU HAVE AGREED, IN A WRITTEN CONTRACT WHICH IS IN EFFECT DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT, PROVIDED THAT THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. EACH PREMISES OWNED BY OR RENTED TO YOU. COMM RCI L G NERAL IAB LI YE A E L I T (1)Da a es under Cov ragemge A, ex eptc (b) dama e o "bod ly inju ygs f i r " or "property dam ge incl ded in thea"u "product -com leted ope ationsspr Su h pay e ts will not reduce thecmnhazad";r Ge eral Aggregate Lim t de cri edni s b (2)Da a es unde Cov ragemgre B; and i Pa agraphnr 2.d.below, the De ignated Proje t Aggrega e Lim tsc t i(3)Medcal ex en es under Cov rageipse fo any other "project o ther"rC.De ignated Lo at on Aggregatesc ib.Su je t to the Total Aggregate Lim tbci Lim t.idecried i Paragraphsb n 2.a.abov , thee c.Su je t to the Total Aggregate Lim tbciDeignatedProjet Aggrega e Lim tsc t i de cri ed i Paragraphsb n 2.a.abov , theeshown in the Schedule –Lim t Ofis De ignated Lo at on Aggregate Lim ts c i iInurance And Designated Proje ts Andsc shown in the Schedule –Lim t OfisLoatios applie and is fur he subje tcns t r c In urance And Designated Proje ts Andsctoalo he fol owing prov sion :l ft l i s Lo atio s applie and is fur he subje tcns t r c(1)The De ignated Proje t Aggregatesc to al o he fol owing prov sion :l f t l i s Limt is the m st we wil pay for theiol (1)The Designated Lo ation Aggregatecsumo:f Lim t is the m st we wil pay for theiol(a)Da a es unde Cov ragemgre A sum o :fbeause o "bodily inj ry anc f u "d (a)Da a es unde Cov ragemgre A"prope ty dama e ca sed byrg"u be ause o "bodily inj ry anc f u "d"o cur en e "; andcrc s "prope ty dama e ca sed byrg"u(b)Med cal ex enses undeipr "o cur en e "; andcrc sCovrageeCfo"bodily injuryr"(b)Med cal ex enses undeiprcaused y a ci ent ;b c d s Cov ragee C fo "bod ly injuryri "that can be att ibuted only tor caused y a ciden s;b c toperatios at a ingle "proje t".n s c that can be att ibuted only tor(2)The De ignated Proje t Aggregatesc operatio s at a single "loca ion".n t Limt ap lie se arately to eachipsp (2)The De ignated Lo ation Aggregates c"proect .j "Lim t ap lie se arately to eachipsp "lo ation .c "(3)The Designated Project Aggregate Limt doe no apply to dam gei s t a s (3)The De ignated Lo ation Aggregates c be ause o "bodily injury oc f "r Lim t doe no apply to dam gei s t a s "proper y dama e incl ded in thetg"u be ause o "bodily injury oc f "r "product -com leted ope ationsspr "proper y dama e incl ded in thetg"u haza d". Instead, the Products-r "product -com leted ope ationsspr Co p eted Operatio s Aggregatemln haza d".Instead, the Products-r Limt de cribed i Paragraphi s n 3.Co p eted Operatio s Aggregatemln Lim t de cribed i Paragraphi s n 3.beow applie tosuch dama e .l s g s be ow applie to such dama e .l s g s(4)The De ignated Proje t Aggregatesc (4)The De ignated Lo ation Aggregates cLimt doe no apply to dam gei s t a s Lim t doe no apply to dama ei s t g sundeCovragereB. Instead, the unde Cov ragere B. Instead, theGeeral Aggregate Lim t de cri edni s b Ge eral Aggregate Lim t de cri edni s biPaagrapnrh2.d.below applie tos i Pa agrapnrh 2.d.below applie tossuch am ges.d a such am ges.d a (5)Any payme ts m de fo dam ge on a r a s r (5)Any payme ts m de fo dam ge on a r a s r m dcal ex ense to whi h theeips c m dcal ex ense to whi h theeips c De ignated Proje t Aggrega e Lim tsc t i De ignated Lo at on A gregate im ts c i g L i appl e will redu e:i s c appl e will redu e:i s c (a)The o al Aggrega e Lim t andTt t i ;(a)The o al Aggrega e Lim t andTt t i ; Pa e 2 of 3g © 2017 The Travelers Company.All rights reserved.CG 4 68 02 9D1 Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s because The Designated Project Aggre- gate Limit for the applicable "project". COMM RCI L G NERAL IAB LI YE A E L I T 4.The folo ing re la es Paragraphlwpc 3.of(b)The Designated Location Aggre- ga e Lim t fo the appli a let i r c b SE TI N II – LI IT F INSU AN ECOIMSOR C : "lo a ion".c t 3.The Products-Com leted Operat on Aggrepi s - ga e Limt shown in the De la at on i thet i c r i s sSuch payments will not reduce the Ge eral Aggregate Lim t de cri ed m st we wil pay unde Cni s b o l r ov ragee A for dama e be ause ogs c fbelow, the "bodiy injuryl "in Paragraph 2.d.or De ignated Proje t Aggrega e Lim t "prope ty dama e" included in the "s c t i r g products- com le ed opera ion hazard". Anypt t sor the Designated Location Ag regate Lim t fo any othe paym nts ma e fo such dama e wilgirre d r g s l not re uce the To al Aggregate Lim t thedti ,"location". Ge eral Aggregate Lim t the De ignatedni, sd.Su je t to the Total Aggregate Lim tbci Pro ect Aggregate Lim t for a y "proje t"ojincrdecried i Paragraphsb n 2.a.abov , thee the De ignated Lo atio Aggregate Lim t fos c n i rGeeralAggegate Li i shown in thenrmt any"lo ation".cSchedue –Limt Of Insurance Andl i s De ignated Proje t And Locationsscs 5.The fol owing i a ded to thel s d D FIN TIONEIS appl e a d is fur he subje t to all of the Se tio , bu only foi s n t r c c n t r purpo e o the De ignateds s f s fo lowi g provsions:l n i Lo atio and De ignated Proje t shown in thecnsc Schedu e – Lim ts Of Insurance And De ignatedl i s(1)The Gene al Aggregate Limt i theri s Pro ect A d Lo at on :j s n c i smstwewilpay o he um o :o l f r t s f "Lo a ion" m a s any de ignated lo atio shownc t e n s c n(a)Da a es unde Cov ragemgre A i the Schedule –Lim t Of Insurance Andnisbeause o "bodily i ju y anc f n r "d "prope ty dama e ca sed by De ignated Proje ts And Lo ations that irg"u s c c s owned by or rented to you. For the purpo es os f"occurrences", and medical ex ense under Cov ragepse C for de ermnin the appli ab e aggregate l m t ot i g c l i i f "bo ily inj ry caused byd u "i suran e, each "lo atio "that i cludes anccn n a cident , that cannot bec s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t at ri uted only to operaton at atbi s or prem se who e conne tion is interr pted onlyi s s c u si gle "proje t or a singlenc"by a street roa way or waterway or by a right,d ,- "lo a ion";andc t o -way o a rai road,wil be considered a singlef f l l "lo a ion".c t(b)Damages under Coverage B. (2)The General Aggregate Limt doe "Proe t" me ns any de ignated project showi s j c a s n in no apply to dama es fo "bodilytgr the Schedule –Lim t Of In ura ce Andis s n i ju y o "property dama e"n r "r g De ignated Proje ts And Loca ions that i awaysc t s i clu ed in the "products-co ple edn d m t fro premse owned by or rented to you and ami s t operatio s hazard . Instead,then"whi h you a e perfo m ng ope atio s pursuant tocr r i r n Pro ucts-Comp eted Ope ationsdlr a cont act o agreem nt.For the purpose or r e s f Ag regate Lim t descri ed ingib de ermnin the appli ab e aggregate l m t ot i g c l i i fPaagaphr r 3.below applie to suchs i suran e, each "proje t that i cludes ancc"ndamae.g s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t (3)Any payme ts m de fo dam ge on a r a s r or prem se who e conne tion is interr pted onlyi s s c u m d cal ex ense to whi h theeips c by a street roa way or waterway or by a right,d ,- Ge eral Aggregate Limt applie wilni s l o -way o a rai road,wil be considered a singlef f l l re uced: (a)The o al Aggrega e Lim t andTt t i ; (b)The ene al A gregate Li i.G r g m t Su h pay e ts will not reduce thecmn De ignated Proje t Aggrega e Lim tsc t i fo any "proje t"or the De ignatedrc s Lo atio Aggrega e Lim t fo anycnt i r "lo a ion".c t CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 3 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s "project". ÝÑÓÓÛÎÝ×ßÔ ßËÌÑ ÌØ×Í ÛÒÜÑÎÍÛÓÛÒÌ ÝØßÒÙÛÍ ÌØÛ ÐÑÔ×ÝÇò ÐÔÛßÍÛ ÎÛßÜ ×Ì ÝßÎÛÚËÔÔÇò ÞÔßÒÕÛÌ ßÜÜ×Ì×ÑÒßÔ ×ÒÍËÎÛÜ Š ÐÎ×ÓßÎÇ ßÒÜ ÒÑÒóÝÑÒÌÎ×ÞËÌÑÎÇ É×ÌØ ÑÌØÛÎ ×ÒÍËÎßÒÝÛ w îðïê Ì¸» Ì®¿ª»´»® ×²¼»³²·¬§ Ý±³°¿²§ò ß´´ ®·¹¸¬ ®»»®ª»¼ò ×²½´«¼» ½±°§®·¹¸¬»¼ ³¿¬»®·¿´ ±º ×²«®¿²½» Í»®ª·½» Ñºº·½»ô ×²½ò ©·¬¸ ·¬ °»®³··±²ò Ð¿¹» ï ±º ï Ì¸· »²¼±®»³»²¬ ³±¼·º·» ·²«®¿²½» °®±ª·¼»¼ «²¼»® ¬¸» º±´´±©·²¹æ ÞËÍ×ÒÛÍÍ ßËÌÑ ÝÑÊÛÎßÙÛ ÚÑÎÓ  Ì¸» º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ ô  ô ±º  æ Ì¸· ·²½´«¼» ¿²§ °»®±² ±® ±®¹¿²·¦¿¬·±² ©¸± §±« ¿®» ®»¯«·®»¼ «²¼»® ¿ ©®·¬¬»² ½±²¬®¿½¬ ±® ¿¹®»»³»²¬ ¾»¬©»»² §±« ¿²¼ ¬¸¿¬ °»®±² ±® ±®¹¿²·¦¿¬·±²ô ¬¸¿¬ · ·¹²»¼ ¾§ §±« ¾»º±®» ¬¸» þ¾±¼·´§ ·²¶«®§þ ±® þ°®±°»®¬§ ¼¿³¿¹»þ ±½½«® ¿²¼ ¬¸¿¬ · ·² »ºº»½¬ ¼«®·²¹ ¬¸» °±´·½§ °»®·±¼ô ¬± ²¿³» ¿ ¿² ¿¼¼·¬·±²¿´ ·²«®»¼ º±® Ý±ª»®»¼ ß«¬± Ô·¿¾·´·¬§ Ý±ª»®¿¹»ô ¾«¬ ±²´§ º±® ¼¿³¿¹» ¬± ©¸·½¸ ¬¸· ·²«®¿²½» ¿°°´·» ¿²¼ ±²´§ ¬± ¬¸» »¨¬»²¬ ±º ¬¸¿¬ °»®±²ù ±® ±®¹¿²·¦¿¬·±²ù ´·¿¾·´·¬§ º±® ¬¸» ½±²¼«½¬ ±º ¿²±¬¸»® þ·²«®»¼þò Ì¸» º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ ô  ±º  æ Î»¹¿®¼´» ±º ¬¸» °®±ª··±² ±º °¿®¿¹®¿°¸ ¿ò ¿²¼ °¿®¿¹®¿°¸ ±º ¬¸· °¿®¬ ¬¸· ·²«®¿²½» · °®·³¿®§ ¬± ¿²¼ ²±²ó½±²¬®·¾«¬±®§ ©·¬¸ ¿°°´·½¿¾´» ±¬¸»® ·²«®¿²½» «²¼»® ©¸·½¸ ¿² ¿¼¼·¬·±²¿´ ·²«®»¼ °»®±² ±® ±®¹¿²·¦¿¬·±² · ¬¸» º·®¬ ²¿³»¼ ·²«®»¼ ©¸»² ¬¸» ©®·¬¬»² ½±²¬®¿½¬ ±® ¿¹®»»³»²¬ ¾»¬©»»² §±« ¿²¼ ¬¸¿¬ °»®±² ±® ±®¹¿²·¦¿¬·±²ô ¬¸¿¬ · ·¹²»¼ ¾§ §±« ¾»º±®» ¬¸» þ¾±¼·´§ ·²¶«®§þ ±® þ°®±°»®¬§ ¼¿³¿¹»þ ±½½«® ¿²¼ ¬¸¿¬ · ·² »ºº»½¬ ¼«®·²¹ ¬¸» °±´·½§ °»®·±¼ô ®»¯«·®» ¬¸· ·²«®¿²½» ¬± ¾» °®·³¿®§ ¿²¼ ²±²ó½±²¬®·¾«¬±®§ò Policy #8104L111617 Policy #8104L111617 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be __*__% of the California workers’ compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2% of the premium developed in the State of California, but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/01/2020 Policy No. T10190480 Insured Endorsement No. 20 Policy Effective Date 02/01/2020Insurance Company Twining, Inc.; Twining Consulting, Inc. StarStone National Insurance Company Countersigned By ______________________________________ WC 04 03 06 (Ed. 4-84) ©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved. WC040306 Workers' Compensation and Employers' Liability Insurance Policy Waiver of Our Right to Recover From Others Endorsement - California WC 04 03 06 If the following information is not complete, refer to the appropriate Schedule attached to the policy. Policy NumberInsured: Producer: Dealey, Renton & Associates Effective Date Schedule Person or Organization Job Description Additional Premium % We have the right to recover our payments from any- one liable for an injury- covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segre- gating the remuneration of your employees while en- gaged in the work described in the Schedule. The additional premium for this endorsement shall be the percentage, as shown in the Schedule applicable to this endorsement, of the California workers' compensation premium otherwise due on such remuneration. __________________________________________________________ Authorized Representative Twining, Inc.T10190480 2/1/2020 City of Carlsbad/CMWD c/o EXIGIS Insurance Compliance Services P.O. Box 947 Murrieta CA 92564 PSA21-1206CMI City Attorney Approved Version 7/19/17 1 PROJECT TASK DESCRIPTION AND FEE ALLOTMENT NO. 1 PROJECT NO. 5503-14 This first Project Task Description and Fee Allotment, is entered into on _________________________________________, pursuant to an Agreement between TWINING, INC., a California corporation, ("Contractor") and the CITY OF CARLSBAD, ("City") dated Aug. 18, 2020, (the “Agreement”), the terms of which are incorporated herein by this reference. 1.CONTRACTOR'S OBLIGATIONS Contractor shall provide Materials Testing and Special Inspection Services in accordance with the City of Carlsbad Engineering Standards, 2016 Edition, the Standard Specifications for Public Works Construction, 2018 Edition and the supplements thereto as published by the “Green Book” Committee of Public Works Standards and the proposal dated Nov. 4, 2020, (“proposal”), attached as Appendix "A" for the Poinsettia Sewage Lift Station Hydraulic Surge Protection, (the “Project"). The Project services shall include Materials Testing and Special Inspection Services. 2.PROGRESS AND COMPLETION Contractor's receipt of this Project Task Description and Fee Allotment, signed by the City Manager or Director and a Purchase Order from the City’s Purchasing Department, constitutes notification to proceed to the Contractor. Contractor shall begin work within five (5) working days after receiving this fully executed document and a City Purchase Order. Contractor shall complete the work within one hundred sixty (160) working days thereafter. Working days are defined in section 6-7.2 “Working Day” of the Standard Specifications for Public Works Construction (Green Book). Extensions of time for this Task Description may be granted if requested and agreed to in writing by the Director or City Manager. In no event shall Contractor work beyond the term or authorized compensation of the Master Agreement, as amended by this Project Task Description and Fee Allotment. 3.FEES TO BE PAID TO THE CONTRACTOR Contractor’s compensation for the Project is shown in Table 1, "Fee Allotment", herein. Fees shall be paid on the basis of time and materials for each task group shown in Table 1. Progress payments shall be based on work days. Appendix "A", attached, prepared byContractor and reviewed by City, shows the parties’ intent as to the elements, scope andextent of the task groups. Contractor acknowledges that performance of any and all tasksby the Contractor constitutes acknowledgment by Contractor that such tasks are thosedefined in Appendix "A". Additional task groups, not shown in Table 1 or Appendix “A”, will be performed by the Contractor only upon authorization of the City through the mechanism of a separate Project Task Description and Fee Allotment and Purchase Order. In the event that City directs Contractor to curtail or eliminate all, or portions of the task groups identified in Table 1 or Appendix A, then the Contractor shall only invoice the City for work actually performed. The maximum total cost of Contractor's services for this Project Task Description and Fee Allotment is $34,640.00. DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA November 10, 2020 PSA21-1206CMI City Attorney Approved Version 7/19/17 2 4.PREVAILING WAGE RATES Any construction, alteration, demolition, repair, and maintenance work, including workperformed during design and preconstruction such as inspection and land surveying work,cumulatively exceeding $1,000 and performed under this Agreement are subject to stateprevailing wage laws. The general prevailing rate of wages, for each craft or type of workerneeded to execute the contract, shall be those as determined by the Director of IndustrialRelations pursuant to the Section 1770, 1773 and 1773.1 of the California Labor Code.Pursuant to Section 1773.2 of the California Labor code, a current copy of applicable wagerates is on file in the office of the City Engineer. Contractor shall not pay less than the saidspecified prevailing rates of wages to all such workers employed by him or her in theexecution of the Agreement. Contractor and any subcontractors shall comply with Section1776 of the California Labor Code, which generally requires keeping accurate payrollrecords, verifying and certifying payroll records, and making them available for inspection.Contractor shall require any subcontractors to comply with Section 1776. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA PSA21-1206CMI City Attorney Approved Version 7/19/17 3 TABLE 1 FEE ALLOTMENT MATERIALS TESTING AND SPECIAL INSPECTION SERVICES TASK GROUP TIME & MATERIALS Materials Testing and Special Inspection Services $34,640.00 TOTAL (Not-to-Exceed) $34,640.00 CONTRACTOR Twining, Inc. Twining, Inc. (name of Contractor) (name of Contractor) By: By: (sign here) (sign here) Amy Owens, Secretary Edward M. Twining, Jr., Chairman (print name/title) (print name/title) If Contractor is a corporation, this document must be signed by one individual from each column: Column A Chairman, President or Vice-President Column B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. CITY OF CARLSBAD, a municipal corporation of the State of California By: ________________________________ Date: _________________________ Paz Gomez, Deputy City Manager, Public Works, as authorized by the City Manager APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ____________________________ Assistant City Attorney DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA November 10, 2020 15950 Bernardo Center Drive, Suite J San Diego CA 92127 Tel 858.974.3750 Fax 858.974.3752 November 4, 2020 Proposal: 20-2431 Ms. Emily Hasegawa, PE Municipal Project Manager City of Carlsbad 1635 Faraday Ave, Carlsbad, CA92008. Subject: Proposal to Provide Materials Testing and Special Inspection Service Project: Poinsettia Lift Station Hydraulic Surge Protection Ms. Hasegawa, Twining is grateful for this opportunity and we look forward to working with you on our first project. We believe our skillset and expertise make us a unique fit for this project. Project Understanding: We understand that the lift station project will consist of an upgrade of the existing Poinsettia Sewage Lift Station with a 4’-diameter surge tank with a foundation as well as air compressor connected by sewer main. The projects include modifications to existing structures, check valve replacements, installation of a vacuum relief valve, concrete pad, surge tank, air compressor and other site work including sewer system piping, electrical work, instrumentation, painting and asphalt work. Please note that the cost estimates for Surge protection job was prepared based on the provided construction schedule, however, we understand that if contractor goes over their estimated days of work we would also need more days inspection assumed during proposal preparation. Scope of Service: Earthwork Pipe bedding Aggregate Base Structural Concrete CLSM Bituminous Material Notes and Assumptions: Project will be billed on a time and materials basis All rates will be billed in accordance with Master Contract’s terms and conditions and schedule of fees. No overtime or night work was assumed in our estimate. PSA21-1206CMI Task 1 Appendix "A"DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA Twining is truly excited to work with your firm in support of the project and we appreciate the opportunity to provide this proposal to you. We are confident that our firm will provide quality service at the best possible cost to you as we continue to demonstrate our high level of service and commitment to a successful project. If you have any questions regarding our submittal, feel free to contact Andrew Suarez at (858) 385-1711 or directly at (619) 207-9098. Sincerely, Andrew Suarez Sharif Mohiuddin Branch Manager Senior Staff Engineer Attachments: i.Cost Proposals (2 pages) ii.Distribution Sheet PSA21-1206CMI Task 1 Appendix "A" (continued) DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA Project Name: Poinsettia Sewage Lift Surge Protection ImprovementTwining, San DiegoProposal No: 20-2431Date: 11-4-2020Description of WorkAssumptionsAverage ManpowerAnticipated DaysTotalDIVISION 1: SITE CONSTRUCTION / SOILSoils TechnicianGrading / Excavation 8 hours shift including travel540 Hours 100.00$ 4,000.00$ Soils Technician Utilities8 hours shift including travel540 Hours 100.00$ 4,000.00$ Project Manager5 Hours 135.00$ 675.00$ Sieve With Wash4 Tests 140.00$ 560.00$ R-Value1 Tests 375.00$ 375.00$ Sand Equivalent2 Tests 125.00$ 250.00$ Durability Index1 Tests 210.00$ 210.00$ Atterberg Limit1 Tests 150.00$ 150.00$ Max Density3 Tests 175.00$ 525.00$ SUB-TOTAL10,745.00$ DIVISION 2: CONCRETESpecial Inspector/Registered Deputy Inspector - Reinforced ConcretePost-installed anchors Assumed 4 hour shifts520 Hours 100.00$ 2,000.00$ Field Engineering Technician - Pull Testing216 Hours 100.00$ 1,600.00$ Pull Testing Equipment2 Days 60.00$ 120.00$ Concrete Quality Control (ACI Technician)Foundation / CLSM Considering 4 lift of CLSM648 Hours 100.00$ 4,800.00$ Compression Strength: 6" x 12" or 4" x 8" Cylinders36 Tests 25.00$ 900.00$ Project Manager4 Hours 135.00$ 540.00$ SUB-TOTAL9,960.00$ DIVISION 3: ASPHALTAsphalt InspectorAsphalt Field Inspector18 Hours 100.00$ 800.00$ Asphalt Inspector (Overtime)Asphalt Field Inspector2 Hours 150.00$ 300.00$ Extraction & Gradation1 Tests 200.00$ 200.00$ LA Rattlers1 Tests 195.00$ 195.00$ Crushed Particles1 Tests 175.00$ 175.00$ Fine Aggregate Angularity1 Tests 190.00$ 190.00$ Flat and Elongated Particles1 Tests 225.00$ 225.00$ Lab Tested Max Density1 Tests 200.00$ 200.00$ Theoratical Max Density1 Tests 150.00$ 150.00$ Correction Factor1 Tests 350.00$ 350.00$ Moisture Susceptibility (TSR)1 Tests 1,000.00$ 1,000.00$ Hamburg Wheel Track1 Tests 1,100.00$ 1,100.00$ Test on Flush Coat (Lump Sum)1 LS 1,400.00$ 1,400.00$ SUB-TOTAL6,285.00$ GRAND TOTAL26,990.00$ Soil Testing (Chemical)If contractor testing lab does not perform3 LS 2550 7,650.00$ SUB-TOTAL7,650.00$ $34,640.00REMARKS: This proposal is based on the plans and specifications dated 6/12/2018 along with the construction schedule provided by HKW Construction.Assuming Chemical test will be conducted by Contractor lab or SupplierALTERNATE GRAND TOTALPSA21-1206CMI Task 1Appendix "A" (continued)DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA PROJECT SET UP AND REPORT DISTRIBUTION * 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. TWINING PROJECT MANAGER: PERMIT NO: PROJECT NAME: JOBSITE CONTACT: JOBSITE ADDRESS: PHONE: CA. PREVAILING WAGE YES NO / DAVIS BACON YES NO / PROJECT LABOR AGREEMENT (PLA) YES NO INSURANCE REQUIRED YES NO / CERTIFIED PAYROLL YES NO / ADVERTISED DATE 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 P/R / 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 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 if 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 if hard copies of reports are required to party above.* STRUCT. ENGINEER ARCHITECT 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 if hard copies of reports are required to party above.* PSA21-1206CMI Task 1 Appendix "A" (continued) Sharif Mohiuddin Poinsettia Lift Station Surge Protection n n n n September 2020 DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA Schedule of Fees Personnel Rates: Per Hour Unless Otherwise Noted Engineering and Consulting Personnel Rate Equipment Usage (Daily Unless Otherwise Noted)RateSenior Principal Advisor/Consultant 300.00$ Skidmore 40.00$ Principal Engineer/Geologist 200.00$ Torque Wrench, Small 15.00$ Metallurgical Engineer 190.00$ Torque Wrench, Large 25.00$ Registered Geotechnical Engineer 195.00$ Torque Multiplier 40.00$ Technical Advisor 195.00$ Air Meter 20.00$ Material Scientist, Welding/NDT Consultant 205.00$ Brass Mold 20.00$ Registered Geologist/Certified Engineering Geologist 165.00$ Nuclear Gauge (Per Hour)WAIVED Senior Engineer/Geologist 175.00$ Pull Test Equipment 60.00$ Registered Civil Engineer 170.00$ Concrete/Asphalt Coring Equipment 250.00$ Roofing/Waterproofing Consultant 195.00$ Pachometer 55.00$ Project Engineer/Manager 135.00$ Floor Flatness (Dipstick)45.00$ Quality Control Manager 155.00$ Schmidt Hammer 20.00$ Senior Staff Engineer/Geologist 150.00$ Vapor Emission Test Kits 30.00$ Staff Engineer/Geologist 145.00$ Relative Humidity Probe 60.00$ Quality Control Administrator 135.00$ UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Metallurgical Technician 110.00$ Fireproofing Adhesion/Cohesion (Per Test)35.00$ CADD Operator/Draftsperson 97.00$ A Scan Ultrasonic Equipment and Consumables 75.00$ Field Supervisor 130.00$ Magnetic Particle Equipment and Consumables 40.00$ Safety Supervisor 130.00$ Liquid Penetrant Consumables 35.00$ Laboratory Manager 115.00$ Phased Array Ultrasonic Equipment (Per Hour)60.00$ Laboratory Technician 95.00$ Ground Penetrating Radar 300.00$ Expert Witness Testimony 525.00$ Impact Echo 350.00$ Qualified SWPPP Developer 150.00$ Ultrasonic Tomography 450.00$ Qualified SWPPP Practitioner 135.00$ Inertial Profiler (Per Hour)260.00$ Vibration Engineer 175.00$ Project Dedicated Vehicle 110.00$ Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Half-cell Potential Equipment Set 350.00$ Field Inspection Personnel Rate Concrete Electrical Resistivity Meter 160.00$ Concrete/Reinforced Steel Inspector 100.00$ Field Hardness (Steel)100.00$ Prestressed/Post Tensioned Inspector 100.00$ Coating Thickness Gauge 100.00$ Concrete ICC Inspector 100.00$ Temperature Control Curing Box (Per Month)450.00$ Drilled-In-Anchor Inspector 100.00$ Temperature Matching Curing Box (Per Month)520.00$ Gunite/Shotcrete Inspector 100.00$ Masonry Inspector 100.00$ Structural Steel/Welding Inspector 100.00$ Specimen Pick-Up RateAWS Certified Welding Inspector 100.00$ Standard Sample: Concrete Cylinders (Each)WAIVED Fireproofing Inspector 100.00$ Standard Sample: Mortar/Grout Cubes and Cores, WAIVED Lead Inspector 110.00$ Fireproofing, Rebar, and Epoxy Prisms (Each) Firestop Special Inspector - IFC Premier 110.00$ Oversize Sample: Masonry Prisms, Shotcrete Panels, 50.00$ Firestop Special Inspector - IQP 110.00$ Flexural Beams (Each) L.A. Deputy Grading Inspector 120.00$ Technician for Specimen Pick-Up Not Listed Above 95.00$ Asphalt Field and Plant Inspector/Technician 100.00$ (Per Hour, 2-Hour Minimum) Pile Driving Inspector 100.00$ Technician for Specimen Pick-Up Before 5:00 a.m. 120.00$ Soils Technician 100.00$ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Concrete Quality Control (ACI/Caltrans Technician)100.00$ (Per Hour, 2-Hour Minimum Plus Mileage) Wood Framing Inspector 100.00$ Roofing/Waterproofing Inspector 122.00$ Mechanical Inspector 140.00$ Jobsite Trailer, Mobile or On-site Laboratory RateElectrical Inspector 140.00$ Mobile laboratory for rapid strength concrete 450.00$ Plumbing Inspector 140.00$ (per shift not exceeding 12 hours) Building Inspector 135.00$ All others by quotation Vibration Monitoring Technician 108.00$ Field Engineering Technician 120.00$ Concrete Tests (Field Made Specimens)Rate6" x 12" Cylinder: Compression Strength 25.00$ Shop Inspection Personnel Rate (ASTM C39) Structural Steel Fabrication Inspector 110.00$ 4" x 8" Cylinder: Compression Strength 25.00$ Batch Plant Quality Control Technician/Inspector 110.00$ (ASTM C39) Glue-Laminated Fabrication Inspector Quotation Density of Structural Lightweight Concrete 77.00$ Pre-Cast Concrete/Pipe Fabrication Inspector 116.00$ Equilibrium or Oven Dry Method (ASTM C567) Core Compression including Trimming (ASTM C42)62.00$ 6" x 6" x 18" Flexural Beams Not Exceeding 85.00$ Non-Destructive Testing Personnel Rate Referenced Size (ASTM C78, C293 or CTM 523) NDE Ultrasonic Testing Technician 115.00$ Splitting Tensile Strength (ASTM C496)90.00$ NDE Magnetic Particle Testing Technician 115.00$ Modulus of Elasticity Test (ASTM C469)240.00$ NDE Dye Penetrant Testing Technician 115.00$ Rapid Chloride Permeability Test: Cylinders or 490.00$ Combination NDE Technician/Welding Inspector 115.00$ Cores (ASTM C1202) Radiographic Testing (crew of 2)315.00$ Density, Absorption, and Voids in Hardened 450.00$ NDE Engineer 180.00$ Concrete (ASTM C642) Task Code 10115 10501 95362 95368 95369 70000 95315 10010 95321 10011 95324 10026 95318 10001 95309 10017 95312 60003 95327 10013 95336 30000 95330 70003 95343 10003 95333 10009 95348 10019 95351 90001 95300 70107 95303 10005 95341 10007 95342 10015 95339 90005 95345 91010 91000 95349 91030 95306 20000 95307 98000 95347 10103 10105 Task 10109 Code 10111 20102 95357 Task 95364 Code 95367 10101 95372 30001 95370 95371 10117 2010770109 75001 2010970103 10113 20101 10201 10203 20103/ 10207 20104 10519 95360 10521 10523 50003 Task 70101 10107 60001 Task 10515 Code 30002 10122 10325 10328 20205 20207Task Code Task Code Code 2020210301 10309 20203 20201 20209 10403 20211 10405 80003 80006 10305 10409 10020 10401 Task Code 1 PSA21-1206CMI (continued) DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA Concrete Tests (Field Made Specimens), Continued Rate Physical and Chemical Analysis of Fly Ash RateFlexural Toughness (ASTM C1609, Formerly 800.00$ Chemical Analysis of Fly Ash per 650.00$ ASTM C1018)Standard Requirements (ASTM C618) Double Punch Strength of Fiber Reinforced Concrete 450.00$ Physical Testing of Fly Ash per Standard Requirements 650.00$ Coefficient of Thermal Expansion of Concrete 500.00$ (ASTM C618) (CRD 39, AASHTO T336)Partial Analysis or Specific Physical Tests Quotation Chemical Analysis and Physical Testing of Fly Ash per 1,100.00$ Standard Requirements (ASTM C1618) Concrete Specimen Preparation RateSawing of Specimens (Each)32.00$ Physical Testing of Chemical Admixtures forCoring of Specimens in Lab (Each)32.00$ Concrete RateQualification of Admixture per ASTM C494 Quotation Laboratory Trial Batch: Concrete, Cement and Mortar RateCompression Test Cylinders Made and Tested in 50.00$ Soils and Aggregate Tests RateLaboratory (ASTM C192, C35)Abrasion: LA Rattler (ASTM C131)195.00$ 6" x 6" x 18" Flexural Beams Made and Tested in 90.00$ Abrasion: LA Rattler (ASTM C535)195.00$ Laboratory (ASTM C192, C78)Atterberg Limits/Plasticity Index (ASTM D4318, CTM204)150.00$ Splitting Tensile Strength Cylinders Made and Tested 110.00$ California Bearing Ratio Excluding Maximum Density 550.00$ in Laboratory (ASTM C192, C496)(ASTM D1883): Soil Modulus of Elasticity Test Cylinders Made and Tested in 260.00$ California Bearing Ratio Excluding Maximum Density 650.00$ Laboratory (ASTM C192, C469)(ASTM D1883): Cement-Treated Soil Density of Structural Lightweight Concrete Made in the 95.00$ Cement-Treated Soil/Base Mix Design: includes three trial 3,200.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567)cement contents with three unconfined compressive strength Laboratory Trial Batch (ASTM C192)475.00$ specimens per cement content Laboratory Trial Batch: Packaged Dry Concrete 950.00$ Chloride and Sulfate Content (CTM 417, CTM 422)150.00$ Including Verification of Slump, Air Content, Plastic Unit Clay Lumps and Friable Particles (ASTM C142)175.00$ Weight, Six Cylinders for Compressive Strength (ASTM Cleanness Value: 1" x #4 (CTM 227)175.00$ C387 and C192)Cleanness Value: 1.5" x .75" (CTM 227)275.00$ Drying Shrinkage Up to 28 Days: Three 3" x 3" or 490.00$ Collapse Potential/Index (ASTM D5333)175.00$ 4" x 4" Bars, Five Readings up to 28 Dry Days Compressive Strength of Molded Soil-Cement 105.00$ (ASTM C157)Cylinders (ASTM D1633) Additional Reading, Per Set of Three Bars 45.00$ Consolidation Test: Full Cycle (ASTM 2435, CTM 219)195.00$ Storage over Ninety (90) Days, Per Set of 30.00$ Consolidation Test: Time Rate per Load Increment 45.00$ Three Bars, Per Month (ASTM D2435, CTM 219) Setting Time Up to 7 Hours (ASTM C403)130.00$ Corrosivity Series: Sulfate, CI, pH, Resistivity 245.00$ Bleeding (ASTM C232)130.00$ (CTM 643, 417, and 422) Concrete Restrained Expansion (ASTM C878)520.00$ Crushed/Fractured Particles (ASTM D5821, CTM 205)175.00$ Mix, Make and Test Mortar or Grout Specimens for 450.00$ Direct Shear Test: Remolded and/or Residual 245.00$ Compressive Strength: Set of 6 (ASTM C878)(ASTM D3080) Non-Shrink Grout: Height Change after Final 450.00$ Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080)225.00$ Set (ASTM C1090)Direct Shear Test: Undisturbed - Fast [CU] 195.00$ Non-Shrink Grout: Height Change at Early 800.00$ (ASTM D3080) Age (ASTM C827)Durability Index: Per Method - A,B,C, or D 210.00$ Cracking Resistance, Set of Three Rings, 5,000.00$ (CTM 229, ASTM D3744) Laboratory Trial Batching, Test Until Cracking or Expansion Index (ASTM D4829, UBC 18-2)150.00$ up to 28 Days (ASTM 1581)Fine Aggregate Angularity 190.00$ Evaluation of Pre-Packaged Masonry Mortars 1,100.00$ (AASHTO T304, ASTM C1252, CTM 234) (ASTM C270)Flat and Elongated Particle (ASTM D4791)225.00$ Creep, ASTM C512 (One Age of Loading, 12 Months 7,000.00$ Flat or Elongated Particle (ASTM D4791)195.00$ Duration of Testing)Maximum Density: Methods A/B/C 175.00$ (ASTM D1557, D698, CTM 216) Chemical Analysis and Petrographic Maximum Density: Check Point 65.00$ Examination of Concrete Rate (ASTM D1557, D698) Chemical Analysis for Acid Soluble Chlorides 250.00$ Maximum Density: AASHTO C [Modified] 195.00$ (ASTM C1152) (includes sample prep)(AASHTO T-180) Chloride Diffusion Coefficient of Cementitious 2,200.00$ Moisture Content (ASTM D2216,CTM 226)25.00$ Mixtures by Bulk Diffusion (ASTM C1556)Moisture and Density: Ring Sample (ASTM D2937)30.00$ Petrographic Examination of Hardened 1,700.00$ Moisture and Density: Shelby Tube Sample 40.00$ Concrete (ASTM 856) (Comprehensive)(ASTM D2937) Moisture-Density Relations of Soil-Cement 275.00$ Mixtures Premixed in the Field (ASTM D558) Physical and Chemical Analysis of Cement Rate Moisture-Density Relations of Soil-Cement Mixtures 350.00$ Physical Testing and Chemical Analysis of Portland 1,200.00$ Mixed in the Lab (ASTM D558) Cement per Standard Requirements (ASTM C150)Organic Impurities (ASTM C40, CTM 213)90.00$ Chemical Analysis of Portland Cement per 650.00$ Permeability (ASTM D5084)Quotation Standard Requirements (ASTM C150)Potential Reactivity: Chemical Method (ASTM C289 - 525.00$ Physical Testing of Portland Cement per 650.00$ Discontinued Method) Standard Requirements (ASTM C150)Potential Reactivity: Mortar Bar Expansion Method, 825.00$ Physical Testing of Type K Cement, Mortar 650.00$ 14-Day Exposure (ASTM C1260) Expansion (ASTM C806)Potential Reactivity: Mortar Bar Expansion Method,875.00$ Partial Analysis or Specific Physical Tests Quotation 28-Day Exposure (ASTM C1260) Sulfates Resistance of Hydraulic 2,400.00$ Potential Reactivity: Concrete Bar Expansion,2,600.00$ Cement (ASTM C1012) - 6 months Method (ASTM C1293), 12 month Sulfates Resistance of Hydraulic 2,600.00$ Potential Reactivity: Concrete Bar Expansion,2,800.00$ Cement (ASTM C1012) - 12 months Method (ASTM C1293), 24 month 40005 40009 Task Task Code20151 20157 40006 Task Code Task Code Task Code 80143 80146 80147 70301 70303 80196 70304 7034430227 7031530229 30322 30201 70393 70396 30503 30505 30223 30225 Code30217 30219 70305 30207 30403 30209 30321 70309 70311 70313 30205 30230 30231 30203 30233 70317 30234 70319 70321 Task 20265 30232 30211 20263 70394 70378 70325 75004 70399 80106 70337 70398 30401 70343 80001 70341 70340 70391 70342 80194 Code 70339 80110 80111 Task Code80140 7033580123 30507 30508 80193 70331 80129 70333 Task Code80195 80100 80103 2 PSA21-1206CMI (continued) DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA Soils and Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued RatePotential Reactivity of Aggregate Combination, 950.00$ Wet Track Abrasion Test (ASTM D3910)160.00$ 14-Day Exposure, Mortar (ASTM C1567)Hveem Mix Design (Excluding Aggregate Quality Tests)3,400.00$ Potential Reactivity of Aggregate Combination,1,000.00$ Hveem Mix Design, with RAP (Excluding Aggregate 3,800.00$ 28-Day Exposure, Mortar (ASTM C1567)Quality Tests, RAP Qualification) R-Value: Soil (ASTM 2844, CTM 301)375.00$ Hveem Mix Design, with Lime (Excluding Aggregate 3,800.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301)400.00$ Quality Tests) Sand Equivalent (ASTM D2419, CTM 217)125.00$ Hveem Mix Design Caltrans Untreated Mix 4,650.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202)90.00$ (Including Aggregate Quality Tests) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422,250.00$ Hveem Mix Design Caltrans Lime Treated Mix 4,650.00$ CTM 203)(Including Aggregate Quality Tests) Sieve with Hydrometer: Sand to Clay (ASTM D422,240.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)3,400.00$ CTM 203)Marshall Mix Design with RAP (Excluding Aggregate 3,800.00$ Sieve Analysis Including Wash (ASTM C136, CTM 202)140.00$ Quality Tests) Sieve Analysis Without Wash (ASTM C136, CTM 202)100.00$ Marshall Mix Design with Lime (Excluding Aggregate 3,800.00$ Sieve Analysis: Split Sieve (ASTM C136, CTM 202)200.00$ Quality Tests) Sieve Analysis Without Wash: With Cobbles 225.00$ Open Grade Asphalt Concrete Mix Design 1,700.00$ (ASTM C136, CTM 202)(CTM 368, ASTM D7064) Soundness: Sodium or Magnesium Sulfate, 450.00$ Superpave Mix Design (Excluding Aggregate Quality Tests)4,900.00$ 5 Cycles (ASTM C88)Superpave Mix Design, with RAP 6,500.00$ Specific Gravity and Absorption: Coarse 100.00$ (Excluding Aggregate Quality Tests) (ASTM C127, CTM 206)Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,000.00$ Specific Gravity and Absorption: Fine 165.00$ (AASHTO T283, ASTM D4867) (ASTM C128, CTM 207)Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,100.00$ Swell/Settlement Potential: One Dimensional 105.00$ (AASHTO T324) (ASTM D4546)Raveling Test of Cold Mixed Emulsified Asphalt 200.00$ Triaxial Quotation (ASTM D7196) Unconfined Compression (ASTM D2166, CTM 221)135.00$ Marshall Stability, wet set, 3 replicates (AASHTO T245)350.00$ Unit Weight Per Cubic Foot (ASTM C29, CTM 212)125.00$ Marshall Stability, dry set, 3 replicates (AASHTO T245)300.00$ Voids in Aggregate with Known Specific Gravity 125.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ (ASTM C29, CTM 212)3 emulsion content (Caltrans LP-8) Lightweight Particle: Coarse (ASTM C123)400.00$ Superpave Mix Design, with Rubber 6,600.00$ Lightweight Particle: Fine (ASTM C123)400.00$ (Excluding Aggregate Quality Tests) Superpave Mix Design, with Additives 5,790.00$ (Excluding Aggregate Quality Tests) Asphalt Concrete Tests RateHMA Mixing and Preparation 125.00$ HMA Mixing and Preparation with Aggregate Treatment 175.00$ Brick Masonry Tests, ASTM C67 RateBulk Specific Gravity of Compacted Sample or 55.00$ Modulus of Rupture: Flexural 75.00$ Core: SSD (CTM 308C and ASTM D2726)Compression Strength 55.00$ Bulk Specific Gravity of Compacted Sample or 80.00$ Absorption: 5 Hour or 24 Hour 60.00$ Core: Parafin Coated (CTM 308A and ASTM D1188)Absorption (Boil): 1, 2 or 5 Hours 70.00$ Emulsion Residue, Evaporation (ASTM D244)150.00$ Initial Rate of Absorption 50.00$ Extraction: % Bitumen (CTM 382, ASTM D6307)150.00$ Efflorescence 70.00$ Extraction: % Bitumen and Gradation (CTM 382, 200.00$ Cores: Compression 65.00$ CTM 202, ASTM D6307, ASTM D5444)Shear Test on Brick Cores: 2 Faces 90.00$ Extraction: % Bitumen, Correction Factor 350.00$ (CTM 382, ASTM D6307) Chemical Extraction: % Bitumen and Sieve Analysis 245.00$ Concrete Block, ASTM C140 Rate (ASTM D2172 Method A or B, ASTM D5444)Compression 85.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 200.00$ Absorption/Moisture Content/Oven Dry Density 85.00$ (CTM 304, CTM 308, ASTM D1561, ASTM D1188)Linear Shrinkage (ASTM C426)225.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 200.00$ Web and Face Shell Measurements 45.00$ (CTM 304, CTM 366, ASTM D1560, ASTM D1561)Tension Test 155.00$ Lab Tested Maximum Density: Marshall, 210.00$ Core Compression 65.00$ 3 briquettes (ASTM D6926,ASTM D2726)Shear Test of Masonry Cores: 2 Faces 85.00$ Lab Tested Maximum Density: Marshall 215.00$ Efflorescence Tests 45.00$ 6'' Specimen, 3 briquettes (ASTM D5581, ASTM D2726) Lab Tested Maximum Density: Superpave Gyratory 80.00$ Masonry Prisms, ASTM C1314 RateCompacted Briquette, SSD, 1 briquette Compression Test: Composite Masonry 185.00$ (ASTM D6925, ASTM D2726)Prisms Up To 8" x 16" Lab Tested Maximum Density: Superpave Gyratory 90.00$ Compression Test: Composite Masonry 245.00$ Compacted Briquette, Parafin, 1 briquette Prisms Larger Than 8" x 16" (ASTM D6925, ASTM D1188)Prism Cord Modulus of Elasticity 525.00$ Maximum Theoretical Specific Gravity [RICE] 150.00$ Prism Cord Modulus of Elasticity with Transverse 650.00$ (CTM 309, ASTM D2041)Strain (for double-wythe specimen) Marshall Stability and Flow, Cored Sample, each 80.00$ (ASTM D6927) Marshall Stability and Flow, Premixed, 3 briquettes 230.00$ Mortar and Grout Rate(ASTM D6926, ASTM D6927)Compression: 2" x 4" Mortar Cylinders (ASTM C780)55.00$ Marshall Stability and Flow, Gyratory Compacted 230.00$ Compression: 3" x 3" x 6" Grout Prisms, 37.00$ Specimen Pre-Mixed, 3 briquettes Includes Trimming (ASTM C119) (ASTM D6925, ASTM D5581)Compression: 2" Cubes (ASTM C109)55.00$ Marshall Stability and Flow 6'' Specimen, Premixed, 230.00$ Compression: Cores (ASTM C42)65.00$ 3 briquettes (ASTM D5581) Moisture Content (CTM 370)85.00$ 70355 70397 70392 70345 70347 70361 70363 70365 70351 70353 Task Task Code Code 70349 70359 70357 Code 75070 75040 20311 Task Code 75032 20313 20315 Task Code 20303 20305 20307 20309 70369 30317 30319 75093 75096 75069 75063 75048 20323 Task 75084 75087 75028 75033 20351 20353 20301Code 75049 75106 75107 75051 75066 75031 30411 30412 75036 75030 75042 75057 70360 75114 75115 70367 75068 75067 70371 75111 75039 70373 75083 20335 75024 75027 20329 20331 20321 20327 20333 20339 Task Task 20347 Code75050 75052 75113 75109 20341 20343 20346 75075 75094 75095 20355 20357 75099 75090 75005 3 PSA21-1206CMI (continued) DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA Machining and Preparation of Tensile and Bend Masonry Specimen Preparation Rate Sample: Carbon Steel RateCutting of Cubes or Prisms 65.00$ Machinist: Initial Preparation from Mock-up, Etc. 95.00$ (Per Hour) Sawcut to Overall Width (Per 0.5" Thickness or 50.00$ Fireproofing Tests Rate Fraction Thereof)55.00$ Oven Dry Density (ASTM E605)65.00$ Machine to Test Configuration: Milled Specimens 70.00$ Machine to Test Configuration: Turned Specimens 135.00$ (Per 0.5" Thickness or Fraction Thereof) Gunite and Shotcrete Tests Rate Prepare Subsize Specimens (Per 0.5" Thickness 85.00$ Core Compression Including Trimming (ASTM C42)65.00$ or Fraction Thereof) Compression: Cubes (Includes Saw Cutting)85.00$ Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Charpy Impact Rate Lightweight Insulating Concrete, Etc.Rate Charpy Impact Ambient Temperature 90.00$ Compression Test (ASTM C495 and C472)47.00$ Charpy Impact Reduced Temperature 110.00$ Air Dry Density (ASTM C472)37.00$ Oven Dry Density (ASTM C495)62.00$ Machining of Charpy Samples: Carbon Steel RateCutting and Milling (Per 0.5" or Fraction Thereof) 80.00$ Reinforcing Steel, ASTM A615, A706 Rate Final Machining to Sample Configuration 90.00$ Tensile Test: # 11 or Smaller 60.00$ Bend Test: # 11 or Smaller 55.00$ Prestressing Wires and Tendons, Bend Test #14 or #18 325.00$ (ASTM A416)RateTensile Test: # 14 225.00$ Stress-Strain Analysis: Wire or Strands 180.00$ Tensile Test: # 18 325.00$ (Including Chart and Percent Offset) Tensile Test Only 135.00$ Reinforcing Steel - Welded or Coupled Tendons Specimens RateTensile Test: Welded/Coupled #11 and Smaller 70.00$ Polymer Matrix Composite MaterialsTensile Test: Welded/Coupled #14 250.00$ (Fiberwrap)RateTensile Test: Welded/Coupled #18 375.00$ Tensile Strength – Set of 5 Specimens/batch/1,350.00$ Weld: Macroetch 75.00$ direction (ASTM D3039) Slippage Test - Caltrans (CTM 670)190.00$ Tensile Strength – Additional Specimens 250.00$ Tensile Test: Welded Hoops #11 and Smaller 145.00$ (ASTM D3039) Heating Chamber Time – Per 24 hr period 95.00$ Metal and Steel Testing Rate Calibration Services and Universal Machine Tensile Strength: Up to 100K Pounds (Each)60.00$ Usage RateTensile Strength: Up to 200K Pounds (Each)70.00$ Calibration/Verification Services Quotation Tensile Strength: Up to 300K Pounds (Each)85.00$ Universal Test Machine Usage (Per Hour)350.00$ Tensile Strength: Up to 400K Pounds (Each)135.00$ Tensile Strength: 400K to 600K Pounds (Each)325.00$ Ceramic Tile Testing Division RateTensile Strength: Stress-Strain Percent Offset 170.00$ Weld: Macroetch 75.00$ Weld: Fracture 40.00$ Bend Test 55.00$ Flattening Test 70.00$ Hardness Test (ASTM E18)80.00$ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Bolt: Axial Tensile Test (Up to 7/8" diameter)45.00$ Engineering and Technical supports/Design of Prototypes and Special Bolt: Wedge Tensile Test (Up to 7/8" diameter)60.00$ Test Set-Up Quotation Bolt: Axial Tensile Test (Greater than 7/8" 65.00$ Fastener/Coupling Full Testing Program Per New Regulations: Tension, up to 1" diameter)Tension/Bend, Shear, Double Shear, 8 Compressions QuotationBolt: Wedge Tensile Test (Greater than 7/8" 80.00$ Fiberglass/Composite Materials Field Testing Program (ASTM D4065, up to 1" diameter)D1143, D4923, D2584, D4476, D1242, D7901, D7921, and D732)Quotation Bolt: Axial Tensile Test (Greater than 1" diameter)Quotation Field Testing of Structures and Structural Elements Quotation Bolt: Wedge Tensile Test (Greater than 1" diameter)Quotation In-Place Shear Testing Quotation Bolt: Proof Load Test (Up to 7/8")70.00$ Materials and/or Product Evaluation Per Specifications Quotation Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter)90.00$ Structural Dynamic Testing and Durability Analysis Quotation Bolt: Proof Load Test (Greater than 1")Quotation Nut: Proof Load Test (Up to 7/8")50.00$ Nut: Proof Load Test (Greater than 7/8" up to 1" diameter)70.00$ Nut: Proof Load Test (Greater than 1")Quotation Chemical Testing of Metal and Steel RateSteel Chemical Analysis 155.00$ Weight of Galvanized Coating (ASTM A90)75.00$ Epoxy Coating Thickness 80.00$ 20547 Task Task CodeTask 20371 20623 20373 20379 Task 20703 20757 Task 20615 20361 20365 Task Code 20759 Task Code Code 20780 20501 20503 20783 Code20401 20631 The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request. Code20801 20751 Task 20525 20504 20505 20507 Code20521 20701 20621 20545 Code 20755 20523 20705 20611 20640 20641 Task 20637 20638 20639 20636 20635 20531 20633 20803 Task 20632 20617 20753 Code Task Code20155 20619 80173 Task Code 20609 20707 Code 20601 20708 20603 20634 20630 Code80170 20605 Task 20607 20529 Task Code 20532 20706 80176 4 PSA21-1206CMI (continued) DocuSign Envelope ID: 603643CF-019E-4768-ACE9-75A21541CBAA The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 8/13/2020 Dealey, Renton & AssociatesDRA License 0020739600 Anton Boulevard, Suite 100Costa Mesa CA 92626 Cheryl Boden 714-427-6810 714-427-6818 cboden@dealeyrenton.com Great Midwest Insurance Company 18694 Travelers Property Casualty Company of America 25674Twining, Inc.PO BOX 47Long Beach CA 90801 Starstone National Insurance Company 957825416 B X 1,000,000 X 300,000 5,000 1,000,000 2,000,000 X Y Y 6301E077052 2/1/2020 2/1/2021 2,000,000 B 1,000,000 X XX Y Y 8104L111617 2/1/2020 2/1/2021 B X X 2,000,000YYCUP0J750759 2,000,000 2/1/2020 2/1/2021 C Y T10190480 2/1/2020 2/1/2021 X 1,000,000 1,000,000 1,000,000 A Professional LiabilityClaims Made AE-GM-0000066-00 2/1/2020 2/1/2021 $2,000,000$2,000,000 per claimannl. aggr. Umbrella policy is a follow-form to underlying General Liability/Auto Liability/Employers Liability.Re: PSA21-1219CMI - CMWD - Master Agreement for As-Needed Materials Testing Services.The Carlsbad Municipal Water District (CMWD) and the City of Carlsbad and its officers, officials and employees are Additional Insured as respects to General& Auto Liability coverage as required by written contract. Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to GeneralLiability coverage.Separation of Insureds - Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first NamedInsured, this insurance applies:a. As if each Named Insured were the only Named Insured; andSee Attached... 30 Day Notice of Cancellation City of Carlsbad/CMWDc/o EXIGIS Insurance Compliance ServicesP.O. Box 947Murrieta CA 92564 ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: 1 1 Dealey, Renton & Associates Twining, Inc.PO BOX 47Long Beach CA 90801 25 CERTIFICATE OF LIABILITY INSURANCE b. Separately to each insured against whom claim is made or suit is brought.Waiver of Subrogation included in Work Comp., General and Auto Liability coverage as required by written contract. 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Ñºº·½»ô ×²½ò ©·¬¸ ·¬ °»®³··±²ò «½¸ ½±²¬®¿½¬ò Ì¸» ©¿·ª»® ¿°°´·» ±²´§ ¬± ¬¸» °»®±² ±® ±®¹¿²·¦¿¬·±² ¼»·¹²¿¬»¼ ·² «½¸ ½±²¬®¿½¬ò ÌÌß    Ì¸» º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ Þîô Ý±²ó ½»¿´³»²¬ô ·®»°®»»²¬¿¬·±²ô ® ®¿«¼ô ±º ÝÌ Ê Š Þ ßÌ ÝÌæ Ì¸» «²·²¬»²¬·±²¿´ ±³··±² ±ºô ±® «²·²¬»²¬·±²¿´ »®®±® ·²ô ¿²§ ·²º±®³¿¬·±² ¹·ª»² ¾§ §±« ¸¿´´ ²±¬ °®»¶«¼·½» §±«® ®·¹¸¬ «²¼»® ¬¸· ·²«®¿²½»ò Ø±©ó »ª»® ¬¸· °®±ª··±² ¼±» ²±¬ ¿ºº»½¬ ±«® ®·¹¸¬ ¬± ½±´ó ´»½¬ ¿¼¼·¬·±²¿´ °®»³·«³ ±® »¨»®½·» ±«® ®·¹¸¬ ±º ½¿²½»´´¿¬·±² ±® ²±²ó®»²»©¿´ò Project #6301E077052 ÐÑÔ×ÝÇÒËÓÞÛÎæ COMMERCIAL GENERAL LIABILITY ISSUED DATE: ÌØ×ÍÛÒÜÑÎÍÛÓÛÒÌÝØßÒÙÛÍÌØÛÐÑÔ×ÝÇòÐÔÛßÍÛÎÛßÜ×ÌÝßÎÛÚËÔÔÇò Éß×ÊÛÎÑÚÌÎßÒÍÚÛÎÑÚÎ×ÙØÌÍÑÚÎÛÝÑÊÛÎÇ ßÙß×ÒÍÌÑÌØÛÎÍÌÑËÍ Ì¸·»²¼±®»³»²¬³±¼·º·»·²«®¿²½»°®±ª·¼»¼«²¼»®¬¸»º±´´±©·²¹æ ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇÝÑÊÛÎßÙÛÐßÎÌ   ø×º²±»²¬®§¿°°»¿®¿¾±ª»ô·²º±®³¿¬·±²®»¯«·®»¼¬±½±³°´»¬»¬¸·»²¼±®»³»²¬©·´´¾»¸±©²·²¬¸»Ü»½´¿®¿¬·±² ¿¿°°´·½¿¾´»¬±¬¸·»²¼±®»³»²¬ò÷ Ì¸» ÌÎßÒÍÚÛÎ ÑÚ Î×ÙØÌÍ ÑÚ ÎÛÝÑÊÛÎÇ ¼¿³¿¹»¿®··²¹±«¬±º§±«®±²¹±·²¹±°»®¿¬·±²±® ßÙß×ÒÍÌ ÑÌØÛÎÍ ÌÑ ËÍ Ý±²¼·¬·±² øÍ»½¬·±² ×Êó þ§±«®©±®µþ¼±²»«²¼»®¿½±²¬®¿½¬©·¬¸¬¸¿¬°»®±² ÝÑÓÓÛÎÝ×ßÔÙÛÒÛÎßÔÔ×ßÞ×Ô×ÌÇ ÝÑÒÜ×Ì×ÑÒÍ÷ ±® ±®¹¿²·¦¿¬·±² ¿²¼ ·²½´«¼»¼ ·² ¬¸» þ°®±¼«½¬ó ·¿³»²¼»¼¾§¬¸»¿¼¼·¬·±²±º¬¸»º±´´±©·²¹æ ½±³°´»¬»¼±°»®¿¬·±²¸¿¦¿®¼òþÌ¸·©¿·ª»®¿°°´·» ±²´§¬± ¬¸»°»®±² ±®±®¹¿²·¦¿¬·±² ¸±©² ·² ¬¸»É»©¿·ª»¿²§®·¹¸¬±º®»½±ª»®§©»³¿§¸¿ª»¿¹¿·²¬Í½¸»¼«´»¿¾±ª»ò¬¸»°»®±²±®±®¹¿²·¦¿¬·±²¸±©²·²¬¸»Í½¸»¼«´» ¿¾±ª»¾»½¿«»±º°¿§³»²¬©»³¿µ»º±®·²¶«®§±® Ý±°§®·¹¸¬ô×²«®¿²½»Í»®ª·½»Ñºº·½»ô×²½òôïççî Ð¿¹»ï±ºï Any person or organization that you agree in a written contract 8/13/20206301E077052 COMM RCI L G NERAL IAB LI YE A E L I T PO I Y UMBE :IS UE DATE:L C N R S T IS ENDORSEMENT CHANGES T E POLICY. PLEASE REA IT CA EFULLY.H H D R TOTA AGGREGA E LIMIT A D DESIGNA ED PROJECTLTNT AND LOCA ION AGGREGA E LIMITSTT COMM RCI L G NERAL IAB LI YCOVERAG PA TE A E L I T E R SCHEDU E – LI ITS O N URANCE AND DES GNAT D PRO ECTS AND LO ATIONL M F I S I E J C S L MIT F INSURANCEISO To al Aggrega e Li it $t t m (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnated P oj ct Agg eg te Limi $i r e r a t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d ocatio Agg ega e Lim t $i e L n r t i (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Ge eral Agg egate L mi $n r i t (O h r ha P od c s-Com leted Op rati nsteT n r u t p e o ) Des gnat d P o ects:i e r j Des gnat d Locatio s:i e n P O ISION a.R V S In ureds;s b.Cla m made o "suit " brought;i s r s1. c.Pe sons o making claimr r s or ring ng "suits"; obir d."Proe ts" o "lo ation ".j c r c s 3.The folo ing re la es Paragraphlwpc 2.of SE TI N II – LI IT F INSU AN ECOIMSOR C : 2.The folo ing re la es Paragraphlwpc 1.of 2. a.SE TI N II – LI IT F INSU AN ECOIMSOR C : 1. CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 1 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s This endorsement modifies insurance provided under the following: organizations The General Aggregate Limit (Other Than Products-Completed Operations) shown in the Declarations is replaced by the Limits of Insurance shown in the Schedule – Limits Of Insurance And Designated Projects And Locations. The Limits of Insurance shown in the Declarations or the Schedule – Limits Of Insurance And Designated Projects And Locations, whichever apply, and the rules below fix the most we will pay regardless of the number of: The Total Aggregate Limit shown in the Schedule – Limits Of Insurance And Designated Projects And Locations is the most we will pay for the sum of all amounts under the Designated Project Aggregate Limit, all amounts under the Designated Location Aggregate Limit and all amounts under the General Aggregate Limit. This includes: P-630-1E077052-TIL-20 02-06-20 41,000,000 2,000,000 2,000,000 2,000,000 EACH "PROJECT" FOR WHICH YOU HAVE AGREED, IN A WRITTEN CONTRACT WHICH IS IN EFFECT DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT, PROVIDED THAT THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. EACH PREMISES OWNED BY OR RENTED TO YOU. COMM RCI L G NERAL IAB LI YE A E L I T (1)Da a es under Cov ragemge A, ex eptc (b) dama e o "bod ly inju ygs f i r " or "property dam ge incl ded in thea"u "product -com leted ope ationsspr Su h pay e ts will not reduce thecmnhazad";r Ge eral Aggregate Lim t de cri edni s b (2)Da a es unde Cov ragemgre B; and i Pa agraphnr 2.d.below, the De ignated Proje t Aggrega e Lim tsc t i(3)Medcal ex en es under Cov rageipse fo any other "project o ther"rC.De ignated Lo at on Aggregatesc ib.Su je t to the Total Aggregate Lim tbci Lim t.idecried i Paragraphsb n 2.a.abov , thee c.Su je t to the Total Aggregate Lim tbciDeignatedProjet Aggrega e Lim tsc t i de cri ed i Paragraphsb n 2.a.abov , theeshown in the Schedule –Lim t Ofis De ignated Lo at on Aggregate Lim ts c i iInurance And Designated Proje ts Andsc shown in the Schedule –Lim t OfisLoatios applie and is fur he subje tcns t r c In urance And Designated Proje ts Andsctoalo he fol owing prov sion :l ft l i s Lo atio s applie and is fur he subje tcns t r c(1)The De ignated Proje t Aggregatesc to al o he fol owing prov sion :l f t l i s Limt is the m st we wil pay for theiol (1)The Designated Lo ation Aggregatecsumo:f Lim t is the m st we wil pay for theiol(a)Da a es unde Cov ragemgre A sum o :fbeause o "bodily inj ry anc f u "d (a)Da a es unde Cov ragemgre A"prope ty dama e ca sed byrg"u be ause o "bodily inj ry anc f u "d"o cur en e "; andcrc s "prope ty dama e ca sed byrg"u(b)Med cal ex enses undeipr "o cur en e "; andcrc sCovrageeCfo"bodily injuryr"(b)Med cal ex enses undeiprcaused y a ci ent ;b c d s Cov ragee C fo "bod ly injuryri "that can be att ibuted only tor caused y a ciden s;b c toperatios at a ingle "proje t".n s c that can be att ibuted only tor(2)The De ignated Proje t Aggregatesc operatio s at a single "loca ion".n t Limt ap lie se arately to eachipsp (2)The De ignated Lo ation Aggregates c"proect .j "Lim t ap lie se arately to eachipsp "lo ation .c "(3)The Designated Project Aggregate Limt doe no apply to dam gei s t a s (3)The De ignated Lo ation Aggregates c be ause o "bodily injury oc f "r Lim t doe no apply to dam gei s t a s "proper y dama e incl ded in thetg"u be ause o "bodily injury oc f "r "product -com leted ope ationsspr "proper y dama e incl ded in thetg"u haza d". Instead, the Products-r "product -com leted ope ationsspr Co p eted Operatio s Aggregatemln haza d".Instead, the Products-r Limt de cribed i Paragraphi s n 3.Co p eted Operatio s Aggregatemln Lim t de cribed i Paragraphi s n 3.beow applie tosuch dama e .l s g s be ow applie to such dama e .l s g s(4)The De ignated Proje t Aggregatesc (4)The De ignated Lo ation Aggregates cLimt doe no apply to dam gei s t a s Lim t doe no apply to dama ei s t g sundeCovragereB. Instead, the unde Cov ragere B. Instead, theGeeral Aggregate Lim t de cri edni s b Ge eral Aggregate Lim t de cri edni s biPaagrapnrh2.d.below applie tos i Pa agrapnrh 2.d.below applie tossuch am ges.d a such am ges.d a (5)Any payme ts m de fo dam ge on a r a s r (5)Any payme ts m de fo dam ge on a r a s r m dcal ex ense to whi h theeips c m dcal ex ense to whi h theeips c De ignated Proje t Aggrega e Lim tsc t i De ignated Lo at on A gregate im ts c i g L i appl e will redu e:i s c appl e will redu e:i s c (a)The o al Aggrega e Lim t andTt t i ;(a)The o al Aggrega e Lim t andTt t i ; Pa e 2 of 3g © 2017 The Travelers Company.All rights reserved.CG 4 68 02 9D1 Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s because The Designated Project Aggre- gate Limit for the applicable "project". COMM RCI L G NERAL IAB LI YE A E L I T 4.The folo ing re la es Paragraphlwpc 3.of(b)The Designated Location Aggre- ga e Lim t fo the appli a let i r c b SE TI N II – LI IT F INSU AN ECOIMSOR C : "lo a ion".c t 3.The Products-Com leted Operat on Aggrepi s - ga e Limt shown in the De la at on i thet i c r i s sSuch payments will not reduce the Ge eral Aggregate Lim t de cri ed m st we wil pay unde Cni s b o l r ov ragee A for dama e be ause ogs c fbelow, the "bodiy injuryl "in Paragraph 2.d.or De ignated Proje t Aggrega e Lim t "prope ty dama e" included in the "s c t i r g products- com le ed opera ion hazard". Anypt t sor the Designated Location Ag regate Lim t fo any othe paym nts ma e fo such dama e wilgirre d r g s l not re uce the To al Aggregate Lim t thedti ,"location". Ge eral Aggregate Lim t the De ignatedni, sd.Su je t to the Total Aggregate Lim tbci Pro ect Aggregate Lim t for a y "proje t"ojincrdecried i Paragraphsb n 2.a.abov , thee the De ignated Lo atio Aggregate Lim t fos c n i rGeeralAggegate Li i shown in thenrmt any"lo ation".cSchedue –Limt Of Insurance Andl i s De ignated Proje t And Locationsscs 5.The fol owing i a ded to thel s d D FIN TIONEIS appl e a d is fur he subje t to all of the Se tio , bu only foi s n t r c c n t r purpo e o the De ignateds s f s fo lowi g provsions:l n i Lo atio and De ignated Proje t shown in thecnsc Schedu e – Lim ts Of Insurance And De ignatedl i s(1)The Gene al Aggregate Limt i theri s Pro ect A d Lo at on :j s n c i smstwewilpay o he um o :o l f r t s f "Lo a ion" m a s any de ignated lo atio shownc t e n s c n(a)Da a es unde Cov ragemgre A i the Schedule –Lim t Of Insurance Andnisbeause o "bodily i ju y anc f n r "d "prope ty dama e ca sed by De ignated Proje ts And Lo ations that irg"u s c c s owned by or rented to you. For the purpo es os f"occurrences", and medical ex ense under Cov ragepse C for de ermnin the appli ab e aggregate l m t ot i g c l i i f "bo ily inj ry caused byd u "i suran e, each "lo atio "that i cludes anccn n a cident , that cannot bec s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t at ri uted only to operaton at atbi s or prem se who e conne tion is interr pted onlyi s s c u si gle "proje t or a singlenc"by a street roa way or waterway or by a right,d ,- "lo a ion";andc t o -way o a rai road,wil be considered a singlef f l l "lo a ion".c t(b)Damages under Coverage B. (2)The General Aggregate Limt doe "Proe t" me ns any de ignated project showi s j c a s n in no apply to dama es fo "bodilytgr the Schedule –Lim t Of In ura ce Andis s n i ju y o "property dama e"n r "r g De ignated Proje ts And Loca ions that i awaysc t s i clu ed in the "products-co ple edn d m t fro premse owned by or rented to you and ami s t operatio s hazard . Instead,then"whi h you a e perfo m ng ope atio s pursuant tocr r i r n Pro ucts-Comp eted Ope ationsdlr a cont act o agreem nt.For the purpose or r e s f Ag regate Lim t descri ed ingib de ermnin the appli ab e aggregate l m t ot i g c l i i fPaagaphr r 3.below applie to suchs i suran e, each "proje t that i cludes ancc"ndamae.g s prem se inv lv ng the sam o con ecting lo s,i s o i e r n t (3)Any payme ts m de fo dam ge on a r a s r or prem se who e conne tion is interr pted onlyi s s c u m d cal ex ense to whi h theeips c by a street roa way or waterway or by a right,d ,- Ge eral Aggregate Limt applie wilni s l o -way o a rai road,wil be considered a singlef f l l re uced: (a)The o al Aggrega e Lim t andTt t i ; (b)The ene al A gregate Li i.G r g m t Su h pay e ts will not reduce thecmn De ignated Proje t Aggrega e Lim tsc t i fo any "proje t"or the De ignatedrc s Lo atio Aggrega e Lim t fo anycnt i r "lo a ion".c t CG 4 68 02 9D1 © 2017 The Travelers Company.All rights reserved.Pa e 3 of 3g Includes copyrighted material of nsurance Services OfIfce,Inc. with its permis ion.i s "project". ÝÑÓÓÛÎÝ×ßÔ ßËÌÑ ÌØ×Í ÛÒÜÑÎÍÛÓÛÒÌ ÝØßÒÙÛÍ ÌØÛ ÐÑÔ×ÝÇò ÐÔÛßÍÛ ÎÛßÜ ×Ì ÝßÎÛÚËÔÔÇò ÞÔßÒÕÛÌ ßÜÜ×Ì×ÑÒßÔ ×ÒÍËÎÛÜ Š ÐÎ×ÓßÎÇ ßÒÜ ÒÑÒóÝÑÒÌÎ×ÞËÌÑÎÇ É×ÌØ ÑÌØÛÎ ×ÒÍËÎßÒÝÛ w îðïê Ì¸» Ì®¿ª»´»® ×²¼»³²·¬§ Ý±³°¿²§ò ß´´ ®·¹¸¬ ®»»®ª»¼ò ×²½´«¼» ½±°§®·¹¸¬»¼ ³¿¬»®·¿´ ±º ×²«®¿²½» Í»®ª·½» Ñºº·½»ô ×²½ò ©·¬¸ ·¬ °»®³··±²ò Ð¿¹» ï ±º ï Ì¸· »²¼±®»³»²¬ ³±¼·º·» ·²«®¿²½» °®±ª·¼»¼ «²¼»® ¬¸» º±´´±©·²¹æ ÞËÍ×ÒÛÍÍ ßËÌÑ ÝÑÊÛÎßÙÛ ÚÑÎÓ  Ì¸» º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ ô  ô ±º  æ Ì¸· ·²½´«¼» ¿²§ °»®±² ±® ±®¹¿²·¦¿¬·±² ©¸± §±« ¿®» ®»¯«·®»¼ «²¼»® ¿ ©®·¬¬»² ½±²¬®¿½¬ ±® ¿¹®»»³»²¬ ¾»¬©»»² §±« ¿²¼ ¬¸¿¬ °»®±² ±® ±®¹¿²·¦¿¬·±²ô ¬¸¿¬ · ·¹²»¼ ¾§ §±« ¾»º±®» ¬¸» þ¾±¼·´§ ·²¶«®§þ ±® þ°®±°»®¬§ ¼¿³¿¹»þ ±½½«® ¿²¼ ¬¸¿¬ · ·² »ºº»½¬ ¼«®·²¹ ¬¸» °±´·½§ °»®·±¼ô ¬± ²¿³» ¿ ¿² ¿¼¼·¬·±²¿´ ·²«®»¼ º±® Ý±ª»®»¼ ß«¬± Ô·¿¾·´·¬§ Ý±ª»®¿¹»ô ¾«¬ ±²´§ º±® ¼¿³¿¹» ¬± ©¸·½¸ ¬¸· ·²«®¿²½» ¿°°´·» ¿²¼ ±²´§ ¬± ¬¸» »¨¬»²¬ ±º ¬¸¿¬ °»®±²ù ±® ±®¹¿²·¦¿¬·±²ù ´·¿¾·´·¬§ º±® ¬¸» ½±²¼«½¬ ±º ¿²±¬¸»® þ·²«®»¼þò Ì¸» º±´´±©·²¹ · ¿¼¼»¼ ¬± Ð¿®¿¹®¿°¸ ô  ±º  æ Î»¹¿®¼´» ±º ¬¸» °®±ª··±² ±º °¿®¿¹®¿°¸ ¿ò ¿²¼ °¿®¿¹®¿°¸ ±º ¬¸· °¿®¬ ¬¸· ·²«®¿²½» · °®·³¿®§ ¬± ¿²¼ ²±²ó½±²¬®·¾«¬±®§ ©·¬¸ ¿°°´·½¿¾´» ±¬¸»® ·²«®¿²½» «²¼»® ©¸·½¸ ¿² ¿¼¼·¬·±²¿´ ·²«®»¼ °»®±² ±® ±®¹¿²·¦¿¬·±² · ¬¸» º·®¬ ²¿³»¼ ·²«®»¼ ©¸»² ¬¸» ©®·¬¬»² ½±²¬®¿½¬ ±® ¿¹®»»³»²¬ ¾»¬©»»² §±« ¿²¼ ¬¸¿¬ °»®±² ±® ±®¹¿²·¦¿¬·±²ô ¬¸¿¬ · ·¹²»¼ ¾§ §±« ¾»º±®» ¬¸» þ¾±¼·´§ ·²¶«®§þ ±® þ°®±°»®¬§ ¼¿³¿¹»þ ±½½«® ¿²¼ ¬¸¿¬ · ·² »ºº»½¬ ¼«®·²¹ ¬¸» °±´·½§ °»®·±¼ô ®»¯«·®» ¬¸· ·²«®¿²½» ¬± ¾» °®·³¿®§ ¿²¼ ²±²ó½±²¬®·¾«¬±®§ò Policy #8104L111617 Policy #8104L111617 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be __*__% of the California workers’ compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2% of the premium developed in the State of California, but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/01/2020 Policy No. T10190480 Insured Endorsement No. 20 Policy Effective Date 02/01/2020Insurance Company Twining, Inc.; Twining Consulting, Inc. StarStone National Insurance Company Countersigned By ______________________________________ WC 04 03 06 (Ed. 4-84) ©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved. WC040306 Workers' Compensation and Employers' Liability Insurance Policy Waiver of Our Right to Recover From Others Endorsement - California WC 04 03 06 If the following information is not complete, refer to the appropriate Schedule attached to the policy. Policy NumberInsured: Producer: Dealey, Renton & Associates Effective Date Schedule Person or Organization Job Description Additional Premium % We have the right to recover our payments from any- one liable for an injury- covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segre- gating the remuneration of your employees while en- gaged in the work described in the Schedule. The additional premium for this endorsement shall be the percentage, as shown in the Schedule applicable to this endorsement, of the California workers' compensation premium otherwise due on such remuneration. __________________________________________________________ Authorized Representative Twining, Inc.T10190480 2/1/2020 City of Carlsbad/CMWD c/o EXIGIS Insurance Compliance Services P.O. Box 947 Murrieta CA 92564 DocuSign Envelope ID: C7E5F09D-C4CF-4162-8E64-53A424AD3C80 PSA21-1206CM I MASTER AGREEMENT FOR AS NEEDED MATERIALS TESTING SERVICES TWINING, INC. THIS AGREEMENT is made and entered into as of the 18th day of August , 2020, by and between the CITY OF CARLSBAD, a municipal corporation, hereinafter referred to as "City", and TWINING, INC., a California corporation, hereinafter referred to as "Contractor." RECITALS A. City requires the professional services of an engineering firm that is experienced in materials testing. B. The professional services are required on a non-exclusive, project-by-project basis. C. Contractor has the necessary experience in providing professional services and advice related to as needed materials testing services. D. Contractor has submitted a proposal to City under Request for Qualifications (RFQ) 20-1030CMI and has affirmed its willingness and ability to perform such work. NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, City and Contractor agree as follows: 1. SCOPE OF WORK City retains Contractor to perform, and Contractor agrees to render, those services (the "Services") that are defined in attached Exhibit "A", which is incorporated by this reference in accordance with this Agreement's terms and conditions. Contractor's obligations with respect to any project granted to Contractor under this Agreement will be as specified in the Task Description for the project (see paragraph 5 below). 2. STANDARD OF PERFORMANCE While performing the Services, Contractor will exercise the reasonable professional care and skill customarily exercised by reputable members of Contractor's profession practicing in the Metropolitan Southern California Area, and will use reasonable diligence and best judgment while exercising its professional skill and expertise. 3. TERM The term of this Agreement will be effective for a period of three (3) years from date written above. The City Manager may amend the Agreement to extend it for two (2) additional one (1) year periods or parts thereof. Extensions will be based upon a satisfactory review of Contractor's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement. 4. PROGRESS AND COMPLETION The work for any project granted to Contractor pursuant to this Agreement will begin within ten (10) days after receipt of notification to proceed by City and be completed within the time specified in the Task Description for the project (see paragraph 5 below). Extensions of time for a specific Task Description may be granted if requested by Contractor and agreed to in writing by the City Manager or the Division Director as authorized by the City Manager ("Director"). The City Manager or Director will give allowance for documented and substantiated unforeseeable and unavoidable delays not caused by a lack of foresight on the part of Contractor, or delays caused 1 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI by City inaction or other agencies' lack of timely action. In no event shall a specific Task Description exceed the term of this Agreement. 5. COMPENSATION The cumulative total for all projects allowed pursuant to this Agreement will not exceed Six Hundred Thousand Dollars ($600,000) per Agreement year. If the City extends the Agreement pursuant to Section 3, the costs of services may increase by a maximum of 2%, if agreed to by both parties. Contractor shall not receive annual adjustments to Contractor's Schedule of Rates specified in Exhibit "A". Fees will be paid on a project-by-project basis and will be based on Contractor's Schedule of Rates specified in Exhibit "A". Prior to initiation of any project work by Contractor, City shall prepare a Project Task Description and Fee Allotment (the "Task Description") which, upon signature by Contractor and for City, the City Manager or Director, will be considered a part of this Agreement. The Task Description will include a detailed scope of services for the particular project being considered and a statement of Contractor's fee to complete the project in accordance with the specified scope of services. The Task Description will also include a description of the method of payment and will be based upon an hourly rate, percentage of project complete, completion of specific project tasks or a combination thereof. 6. STATUS OF CONTRACTOR Contractor will perform the Services in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling, and not as an employee of City. Contractor will be under control of City only as to the result to be accomplished, but will consult with City as necessary. The persons used by Contractor to provide services under this Agreement will not be considered employees of City for any purposes. The payment made to Contractor pursuant to the Agreement will be the full and complete compensation to which Contractor is entitled. City will not make any federal or state tax withholdings on behalf of Contractor or its agents, employees or subcontractors. City will not be required to pay any workers' compensation insurance or unemployment contributions on behalf of Contractor or its employees or subcontractors. Contractor agrees to indemnify City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers' compensation payment which City may be required to make on behalf of Contractor or any agent, employee, or subcontractor of Contractor for work done under this Agreement. At the City's election, City may deduct the indemnification amount from any balance owing to Contractor. 7. SUBCONTRACTING Contractor will not subcontract any portion of the Services without prior written approval of City. If Contractor subcontracts any of the Services, Contractor will be fully responsible to City for the acts and omissions of Contractor's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Contractor is for the acts and omissions of persons directly employed by Contractor. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Contractor and City. Contractor will be responsible for payment of subcontractors. Contractor will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Contractor's work unless specifically noted to the contrary in the subcontract and approved in writing by City. 8. OTHER CONTRACTORS The City reserves the right to employ other Contractors in connection with the Services. 9. INDEMNIFICATION Contractor agrees to indemnify and hold harmless the City and its officers, officials, employees and volunteers from and against all claims, damages, losses and expenses including attorneys City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CM1 fees arising out of the performance of the work described herein caused by any willful misconduct or negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The parties expressly agree that any payment, attorney's fee, costs or expense City incurs or makes to or on behalf of an injured employee under the City's self-administered workers' compensation is included as a loss, expense or cost for the purposes of this section, and that this section will survive the expiration or early termination of this Agreement. 10. INSURANCE Contractor will obtain and maintain for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the services by Contractor or Contractor's agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A-:VI I"; OR with a surplus line insurer on the State of California's List of Approved Surplus Line Insurers (LASLI) with a rating in the latest Best's Key Rating Guide of at least "A:X"; OR an alien non-admitted insurer listed by the National Association of Insurance Commissioners (NAIC) latest quarterly listings report. 10.1 Coverages and Limits. Contractor will maintain the types of coverages and minimum limits indicated below, unless Risk Manager or City Manager approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Contractor's indemnification obligations under this Agreement. City, its officers, agents and employees make no representation that the limits of the insurance specified to be carried by Contractor pursuant to this Agreement are adequate to protect Contractor. If Contractor believes that any required insurance coverage is inadequate, Contractor will obtain such additional insurance coverage, as Contractor deems adequate, at Contractor's sole expense. The full limits available to the named insured shall also be available and applicable to the City as an additional insured. 10.1.1 Commercial General Liability (CGL) Insurance. Insurance written on an "occurrence" basis, including personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. 10.1.2 Automobile Liability. (if the use of an automobile is involved for Contractor's work for City). $2,000,000 combined single-limit per accident for bodily injury and property damage. 10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code. Workers' Compensation will not be required if Contractor has no employees and provides, to City's satisfaction, a declaration stating this. 10.1.4 Professional Liability. Errors and omissions liability appropriate to Contractor's profession with limits of not less than $1,000,000 per claim. Coverage must be maintained for a period of five years following the date of completion of the work. 10.2. Additional Provisions. Contractor will ensure that the policies of insurance required under this Agreement contain, or are endorsed to contain, the following provisions: 3 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI 10.2.1 The City will be named as an additional insured on Commercial General Liability which shall provide primary coverage to the City. 10.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. 10.2.3 This insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent by certified mail pursuant to the Notice provisions of this Agreement. In the case of non-payment of premium to the Broker, the Contractor shall provide ten (10) days' written notice to the city. 10.3 Providing Certificates of Insurance, Endorsements and Waiver of Subrogation. Prior to City's execution of this Agreement, Contractor will furnish certificates of insurance, endorsements and waiver of subrogation endorsement to CMWD/City. 10.4 Failure to Maintain Coverage. If Contractor fails to maintain any of these insurance coverages, then City will have the option to declare Contractor in breach, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Contractor is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Contractor or deduct the amount paid from any sums due Contractor under this Agreement. 10.5 Submission of Insurance Policies. City reserves the right to require, at anytime, complete and certified copies of any or all required insurance policies and endorsements. 11. BUSINESS LICENSE Contractor will obtain and maintain a City of Carlsbad Business License for the term of the Agreement, as may be amended from time-to-time. 12. ACCOUNTING RECORDS Contractor will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Contractor will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Contractor will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. 13. OWNERSHIP OF DOCUMENTS All work product produced by Contractor or its agents, employees, and subcontractors pursuant to this Agreement is the property of City. In the event this Agreement is terminated, all work product produced by Contractor or its agents, employees and subcontractors pursuant to this Agreement will be delivered at once to City. Contractor will have the right to make one (1) copy of the work product for Contractor's records. 14. COPYRIGHTS Contractor agrees that all copyrights that arise from the services will be vested in City and Contractor relinquishes all claims to the copyrights in favor of City. 4 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI 15. NOTICES The name of the persons who are authorized to give written notice or to receive written notice on behalf of City and on behalf of Contractor under this Agreement are: For City: Jennifer Chapman For Contractor: Name Title Dept Address Phone Name Andrew Suarez Contract Administrator Title Project Manager Public Works/CM&I Address 2883 East Spring Street CITY OF CARLSBAD 1635 Faraday Avenue Phone Long Beach, CA 90806 858-974-3750 Carlsbad, CA 92008 Email asuarez@twininginc.com 760-602-2735 Each party will notify the other immediately of any changes of address that would require any notice or delivery to be directed to another address. 16. CONFLICT OF INTEREST Contractor shall file a Conflict of Interest Statement with the City Clerk in accordance with the requirements of the City of Carlsbad Conflict of Interest Code. The Contractor shall report investments or interests in all categories. Yes [Z] No LI 17. GENERAL COMPLIANCE WITH LAWS Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations. Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement. 18. DISCRIMINATION AND HARASSMENT PROHIBITED Contractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment. 19. DISPUTE RESOLUTION If a dispute should arise regarding the performance of the Services the following procedure will be used to resolve any questions of fact or interpretation not otherwise settled by agreement between the parties. Representatives of Contractor or City will reduce such questions, and their respective views, to writing. A copy of such documented dispute will be forwarded to both parties involved along with recommended methods of resolution, which would be of benefit to both parties. The representative receiving the letter will reply to the letter along with a recommended method of resolution within ten (10) business days. If the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will be forwarded to the City Manager. The City Manager will consider the facts and solutions recommended by each party and may then opt to direct a solution to the problem. In such cases, the action of the City Manager will be binding upon the parties involved, although nothing in this procedure will prohibit the parties from seeking remedies available to them at law. 5 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI 20. TERMINATION In the event of the Contractor's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Contractor by certified mail of the termination. If City decides to abandon or indefinitely postpone the work or services contemplated by this Agreement, City may terminate this Agreement upon written notice to Contractor. Upon notification of termination, Contractor has five (5) business days to deliver any documents owned by City and all work in progress to City at the address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Contractor has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. Either party upon tendering thirty (30) days written notice to the other party may terminate this Agreement. In this event and upon request of City, Contractor will assemble the work product and put it in order for proper filing and closing and deliver it to City. Contractor will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made. 21. COVENANTS AGAINST CONTINGENT FEES Contractor warrants that Contractor has not employed or retained any company or person, other than a bona fide employee working for Contractor, to solicit or secure this Agreement, and that Contractor has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to annul this Agreement without liability, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee. 22. CLAIMS AND LAWSUITS By signing this Agreement, Contractor agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Contractor acknowledges that if a false claim is submitted to City, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Contractor acknowledges that the filing of a false claim may subject Contractor to an administrative debarment proceeding as the result of which Contractor may be prevented to act as a Contractor on any public work or improvement for a period of up to five (5) years. Contractor acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement. 23. JURISDICTIONS AND VENUE Any action at law or in equity brought by either of the parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of San Diego, State of California, and the parties waive all provisions of law providing for a change of venue in these proceedings to any other county. 24. SUCCESSORS AND ASSIGNS It is mutually understood and agreed that this Agreement will be binding upon City and Contractor and their respective successors. Neither this Agreement nor any part of it nor any monies due or to become due under it may be assigned by Contractor without the prior consent of City, which shall not be unreasonably withheld. 6 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI 25. ENTIRE AGREEMENT This Agreement, together with any other written document referred to or contemplated by it, along with the purchase order for this Agreement and its provisions, embody the entire Agreement and understanding between the parties relating to the subject matter of it. In case of conflict, the terms of the Agreement supersede the purchase order. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties. III III /I/ /// /// /II III III /// /II III II/ III /I/ 7 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-4162-8E64-53A424AD3C80 PSA21-1206CMI 26. AUTHORITY The individuals executing this Agreement and the instruments referenced in it on behalf of Contractor each represent and warrant that they have the legal power, right and actual authority to bind Contractor to the terms and conditions of this Agreement. Executed by Contractor this 25th day of August , 2020. CONTRACTOR CITY OF CARLSBAD, a municipal TWINING, INC., a California corporation corporation of the State of California By: awtri 191Wt..a.S (sign here) By: Matt Hall, Mayor Amy Owens, Secretary (print name/title) ATTEST: for Barbara Engleson, City Clerk Edward M. Twining, Jr., Chairman (print name/title) Proper notarial acknowledgment of execution by Contractor must be attached. If a corporation, Agreement must be signed by one corporate officer from each of the following two groups: Group A Group B Chairman, Secretary, President, or Assistant Secretary, Vice-President CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. CITY OF CARLSBAD, a municipal corporation of the State of California APPROVED AS TO FORM: CELIA A. BREWER, City Attorney By: filVIVEL At• 11tiiittit4 jr. (signhere) BY: ssist nt City Attorney 8 City Attorney Approved Version 6/12/18 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI EXHIBIT "A" SCOPE OF SERVICES Contractor shall perform as-needed materials testing services in accordance with the city's Request for Qualifications (RFQ20-1030CMI) with Fee Proposal dated June 12, 2020. The agreed upon billing rates for services outlined in said proposal are attached hereto. For field services, the client will be charged for the hours actually worked in 2, 4, 6 and 8 hour increments. If the use of subcontractors is approved by the city, they shall be billed at cost plus no more than 10%. 9 City Attorney Approved Version 6/12/18 Equipment Usage (Daily Unless Otherwise Noted) Skidmore Torque Wrench, Small Torque Wrench, Large Torque Multiplier Air Meter Brass Mold Nuclear Gauge (Per Hour) Pull Test Equipment Concrete/Asphalt Coring Equipment Pachometer Floor Flatness (Dipstick) Schmidt Hammer Vapor Emission Test Kits Relative Humidity Probe UPV (Ultrasonic Pulse Velocity) Meter Fireproofing Adhesion/Cohesion (Per Test) A Scan Uitrasonic Equipment and Consumables Magnetic Particle Equipment and Consumables Liquid Penetrant Consumables Phased Array Ultrasonic Equipment (Per Hour) Ground Penetrating Radar Impact Echo Ultrasonic Tomography Inertial Profiler (Per Hour) Project Dedicated Vehicle Roller Compacted Concrete Vibrating Hammer/Tampling Plate Half-cell Potential Equipment Set Concrete Electrical Resistivity Meter Field Hardness (Steel) Coating Thickness Gauge Temperature Control Curing Box (Per Month) Temperature Matching Curing Box (Per Month) Specimen Pick-Up Standard Sample: Concrete Cylinders (Each) Standard Sample: Mortar/Grout Cubes and Cores, Fireproofing, Rebar, and Epoxy Prisms (Each) . Oversize Sample: Masonry Prisms, Shatcrete Panels, Flexural Beams (Each) Technician for Specimen Pick-Up Not Listed Above (Per Hour, 2-Hour Minimum) Technician for Specimen Pick-Up Before 5:00 a.m. or After 5:00 p.m. Monday thru Friday, or All Day Saturday (Per Hour, 2-Hour Minimum Plus Mileage) Jobsite Trailer, Mobile or On-site Laboratory Mobile laboratory for rapid strength concrete (per shift not exceeding 12 hours) All others by quotation Rate 40.00 15.00 $ • 25.00 40.00 20.00 20.00 WAIVED 60.00 $ 250.00 55.00 45.00 20.00 30.00 60.00 $ 350,00 35.00 - $ 75.00 40.00 it 35.00 it 60.00 it 300.00 it 350.00 it 450.00 it 260.00 it 110.00 70.00 $ 350.00 $ 160.00 it 100.00 $ 100.00 $ 450.00 $ 520.00 Rate WAIVED WAIVED $ 50.00 95.00 it 120.00 Rate it 450.00 Rate 25.00 it 25.00 77.00 it 62.00 $ 85.00 $ 90.00 it 240.00 it 490.00 450.00 Task Code 95318 95309 95312 95315 95321 95324 95343 95333 95348 95327 95336 95330 95341 95342 95339 95351 95300 95303 95306 95307 95347 95345 95362 95349 95357 95364 95367 95368 95369 95370 95371 95372 Task Code 20102 20101 20103/ 20104 20107 20109 Task Code 95360 Task Code 20201 20202 20203 20205 20207 Concrete Tests (Field Made Specimens) 6" x 12" Cylinder: Compression Strength (ASTM C39) 4" as' Cylinder Compression Strength (ASTM C39) Densfty of Structural Lightweight Concrete Equilibrium or Oven Dry Method (ASTM C567) Core Compression including Trimming (ASTM C42) 6" x 6" x 18" Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293 or CTM 523) 20209 Splitting Tensile Strength (ASTM C496) 20211 Modulus of Elasticity Test (ASTM C469) 80003 Rapid Chloride Permeability Test: Cylinders or Cores (ASTM C1202) • 80006 Density, Absorption, and Voids in Hardened Concrete (ASTM C642) DocuSign Envelope ID: C7E5F09D-C4CF-4162-8E64-53A424AD3C80 • • • • "TWINING Schedule of Fees Personnel Rates: Per Hour Unless Otherwise Noted Task Code Engineering and Consulting Personnel Rate 10026 Senior Principal Advisor/Consultant $ 300.00 10001 Principal Engineer/Geologist $ 200.00 10017 Metallurgical Engineer $ 190.00 70000 Registered Geotechnical Engineer $ 195.00 10010 Technical Advisor $ 195.00 10011 Material Scientist, Welding/NOT Consultant $ 205.00 70003 Registered Geologist/Certified Engineering Geologist $ 165.00 10003 Senior Engineer/Geologist $ 175.00 10009 Registered Civil Engineer $ 170.00 60003 Roofing/Waterproofing Consultant $ 195.00 10013 Project Engineer/Manager $ 135.00 30000 Quality Control Manager $ 155.00 10005 Senior Staff Engineer/Geologist $ 150.00 10007 Staff Engineer/Geologist $ 145.00 10015 Quality Control Administrator $ 135.00 10019 Metallurgical Technician $ 110.00 90001 GADD Operator/Draftsperson $ 97.00 70107 Field Supervisor $ 130.00, 91030 Safety Supervisor $ 130.00 20000 Laboratory Manager $ 115.00 98000 Laboratory Technician $ 95.00 90005 Expert Witness Testimony $ 525.00 91010 Qualified SWPPP Developer $ 150.00 91000 Qualified SWPPP Practitioner $ 135.00 30001 Vibration Engineer $ 175.00 Task Code Field Inspection Personnel Rate 10101 Concrete/Reinforced Steel Inspector $ 100.00 10103 Prestressed/Post Tensioned Inspector $ 100.00 10105 Concrete ICC Inspector $ 100.00 10109 Drilled-In-Anchor Inspector $ 100.00 10111 Gunite/Shotcrete Inspector $ 100.00 10113 Masonry Inspector $ 100.00 10201 Structural Steel/VVelding Inspector $ 100.00 10203 AWS Certified Welding Inspector $ 100.00 10207 Fireproofing Inspector $ 100.00 10501 Lead Inspector $ 110.00 10115 Firestop Special Inspector- IFC Premier $ 110.00 10117 Firestop Special Inspector - IQP $ 110.00 70109 LA Deputy Grading Inspector $ 120.00 75001 Asphalt Field and Plant Inspector/Technician $ 100.00 70103 Pile Driving Inspector $ 100.00 70101 Soils Technician $ 100.00 10107 Concrete Quality Control (ACl/Caltrans Technician) $ 100.00 10122 Wood Framing Inspector $ 100.00 60001 Roofing/Waterproofing Inspector $ 122.00 10515 Mechanical Inspector $ 140.00 10519 Electrical Inspector 140.00 10521 Plumbing Inspector $ 140.00 10523 Building Inspector $ 135.00 30002 Vibration Monitoring Technician $ 108.00 50003 Field Engineering Technician $ 120.00 Task Code Shop Inspection Personnel Rate 10301 Structural Steel Fabrication Inspector $ 110.00 10309 Batch Plant Quality Control Technician/Inspector $ 110.00 10325 Glue-Laminated Fabrication Inspector Quotation 10328 Pre-Cast Concrete/Pipe Fabrication Inspector $ 116.00 Task Code Non-Destructive Testing Personnel Rate 10401 NDE Ultrasonic Testing Technician $ 115.00 10403 NDE Magnetic Particle Testing Technician $ 115.00 10405 NDE Dye Penetrant Testing Technician 115.00 10305 Combination NDE Technician/Welding Inspector $ 115.00 10409 Radiographic Testing (crew of 2) $ 315.00 10020 NDE Engineer $ 180.00 PSA21-1206CMI Exhibit "A" (continued) Physical and Chemical Analysis of Fly Ash Chemical Analysis of Fly Ash per - Standard Requirements (ASTM 0618) Physical Testing of Fly Ash per Standard Requirements (ASTM 0618) Partial Analysis or Specific Physical Tests Chemical Analysis and Physical Testing of Fly Ash per Standard Requirements (ASTM 01618) Physical Testing of Chemical Admixtures for Concrete Qualification of Admixture per ASTM 0494 Soils and Aggregate Tests Abrasion: LA Rattler (ASTM 0131) Abrasion: LA Rattler (ASTM 0535) Atterberg Limits/Plasticity Index (ASTM D4318, CTM204) California Bearing Ratio Excluding Maximum Density (ASTM D1883): Soil California Bearing Ratio Excluding Maximum Density (ASTM 01883): Cement-Treated Soil Cement-Treated Soil/Base Mix Design: includes three trial cement contents with three unconfined compressive strength specimens per cement content Chloride and Sulfate Content (CTM 417, CTM 422) Clay Lumps and Friable Particles (ASTM 0142) Cleanness Value: 1" x #4 (CTM 227) Cleanness Value: 1.5" x .75" (CTM 227) Collapse Potential/Index (ASTM D5333) Compressive Strength of Molded Sail-Cement Cylinders (ASTM 01633) Consolidation Test: Full Cycle (ASTM 2435, CTM 219) Consolidation Test: Time Rate per Load Increment (ASTM 02435, CTM 219) Corrosivity Series: Sulfate, CI, pH, Resistivity (CTM 643, 417, and 422) Crushed/Fractured Particles (ASTM D5821, CTM 205) Direct Shear Test: Remolded and/or Residual (ASTM 03080) Direct Shear Test: Undisturbed - Slow [CD] (ASTM 03080) Direct Shear Test: Undisturbed - Fast [CU] (ASTM 03080) Durability Index: Per Method - ABC, or D (CTM 229, ASTM D3744) Expansion Index (ASTM D4829, UBC 18-2) Fine Aggregate Angularity (AASHTO T304, ASTM 01252, CTM 234) Flat and Elongated Particle (ASTM 04791) Flat or Elongated Particle (ASTM 04791) Maximum Density: Methods A/B/C (ASTM D1557, D698, CTM 216) Maximum Density: Check Point (ASTM 01557, 0698) Maximum Density: AASHTO C [Modified] (AASHTO T-180) Moisture Content (ASTM D2216,CTM 226) Moisture and Density: Ring Sample (ASTM D2937) Moisture and Density: Shelby Tube Sample (ASTM D2937) Moisture-Density Relations of Soil-Cement Mixtures Premixed in the Field (ASTM 0558) Moisture-Density Relations of Soil-Cement Mixtures Mixed lathe Lab (ASTM 0558) Organic Impurities (ASTM 040, CTM 213) Permeability (ASTM D5084) Potential Reactivity; Chemical Method (ASTM 0289 - Discontinued Method) Potential Reactivity: Mortar Bar Expansion Method, 14-Day Exposure (ASTM C1260) Potential Reactivity: Mortar Bar Expansion Method, 28-Day Exposure (ASTM 01260) Potential Reactivity: Concrete Bar Expansion, Method (ASTM 01293), 12 month Potential Reactivity: Concrete Bar Expansion, Method (ASTM 01293), 24 month Task Rate Code $ BorLoo 80140 $ 450.00 80143 $ 500.00 80146 80147 Rate $ 32.00 Task $ 32.00 Code 80196 Rate Task $ 50.00 Code 30503 § 90.00 30505 70301 $ 110.00 70303 $ 260.00 70304 $ 95.00 70344 $ 475.00 $ 950.00 70305 30403 30321 30322 $ 490.00 70393 70396 $ 45.00 70309 $ 30.00 70311 $ 130.00 70313 $ 130.00 $ 520.00 70315 $ 450.00 70317 $ 450.00 70319 70321 $ 800.00 70378 $ 5,000.00 70325 75004 $ 1,100.00 30507 $ 7,000.00 30$08 70331 70333 Rate $ 250.00 70335 $ 2,200.00 70337 70339 $ 1,700.00 70341 70340 Rate 70342 $ 1,200.00 30401 $ 650.00 70343 80001 $ 650.00 70394 $ 650.00 70391 Quotation $ 2,400.00 70398 $ 2,600.00 70399 Rate $ 650.00 650.00 Quotation $ 1,100.00 Rate Quotation Rate $ 195.00 195.00 $ 150.00 $ 550.00 $ 650.00 $ 3,200.00 $ 150.00 175.00 $ 175.00 275.00 $ 175.00 105.00 195.00 $ 45.00 245.00 $ 175.00 $ 245.00 $ 225.00 $ 195.00 210.00 $ 150.00 $ 190.00 $ 225.00 $ 195.00 $ 175.00 65.00 $ 195.00 $ 25.00 $ 30.00 $ 40.00 $ 275.00 350.00 $ 90.00 Quotation $ - 525.00 $ 825.00 $ 875.00 $ 2,600.00 $ 2,800.00 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 O. • • ''TWINING PSA21-1206CMI Exhibit "A" (continued) Task Concrete Tests (Field Made Specimens), Code Continued 40005 Flexural Toughness (ASTM C1609, Formerly ASTM C1018) 40006 Double Punch Strength of Fiber Reinforced Concrete 40009 Coefficient of Thermal Expansion of Concrete (CRD 39, AASHTO T336) Task Code Concrete Specimen Preparation 20151 Sawing of Specimens (Each) 20157 Coring of Specimens in Lab (Each) Task Laboratory Trial Batch: Concrete, Cement Code and Mortar 30217 Compression Test Cylinders Made and Tested in Laboratory (ASTM C192, C35) 30219 6" x 6" x 18" Flexural Beams Made and Tested in Laboratory (ASTM C192, 078) 30223 Splitting Tensile Strength Cylinders Made and Tested In Laboratory (ASTM C192, 0496) 30225 Modulus of Elasticity Test Cylinders Made and Tested in Laboratory (ASTM C192, C469) 30227 Density of Structural Lightweight Concrete Made in the Laboratory, Equilibrium or Oven Dry Method (ASTM C567) 30201 Laboratory Trial Batch (ASTM C192) 30203 Laboratory Trial Batch: Packaged Dry Concrete Including Verification of Slump, Air Content, Plastic Unit Weight, Six Cylinders for Compressive Strength (ASTM 0387 and 0192) 30205 Drying Shrinkage Up to 28 Days: Three 3" x 3" or 4" x 4" Bars, Five Readings opts 28 Dry Days (ASTM 0157) 30230 Additional Reading, Per Set of Three Bars 30231 Storage over Ninety (90) Days, Per Set of Three Bars, Per Month 30207 Setting Time Up to 7 Hours (ASTM 0403) 30209 Bleeding (ASTM C232) 30229 Concrete Restrained Expansion (ASTM 0878) 30211 Mix, Make and Test Mortar or Grout Specimens for Compressive Strength: Set of 6 (ASTM 0878) 20263 Non-Shrink Grout: Height Change after Final Set (ASTM C1090) 20265 Non-Shrink Grout: Height Change at Early Age (ASTM C827) 30232 Cracking Resistance, Set of Three Rings, Laboratory Trial Batching, Test Until Cracking or up to 28 Days (ASTM 1581) 30233 Evaluation of Pm-Packaged Masonry Mortars (ASTM 0270) 30234 Creep, ASTM C512 (One Age of Loading, 12 Months Duration of Testing) Task Chemical Analysis and Petrographic Code Examination of Concrete 80123 Chemical Analysis for Acid Soluble Chlorides (ASTM 01152) (includes sample prep) 80193 Chloride Diffusion Coefficient of Cementitious Mixtures by Bulk Diffusion (ASTM 01556) 80129 Petrographic Examination of Hardened Concrete (ASTM 856) (Comprehensive) Task Code Physical and Chemical Analysis of Cement 80195 Physical Testing and Chemical Analysis of Portland Cement per Standard Requirements (ASTM 0150) 80100 Chemical Analysis of Portland Cement per Standard Requirements (ASTM C150) 80103 Physical Testing of Portland Cement per Standard Requirements (ASTM 0150) 80194 Physical Testing of Type K Cement, Mortar Expansion (ASTM C806) 80106 Partial Analysis or Specific Physical Tests 80110 Sulfates Resistance of Hydraulic Cement (ASTM C1012) - 6 months 80111 Sulfates Resistance of Hydraulic Cement (ASTM 01012) -12 months 2 Task Code Soils and Aggregate Tests, Continued 70397 Potential Reactivity of Aggregate Combination, 14-Day Exposure, Mortar (ASTM C1567) 70392 Potential Reactivity of Aggregate Combination, 28-Day Exposure, Mortar (ASTM 01567) 70345 R-Value: Soil (ASTM 2844, CTM 301) 70347 R-Value: Aggregate Base (ASTM D2844, CTM 301) 70349 Sand Equivalent (ASTM 02419, CTM 217) 70351 Sieve #200 Wash Only (ASTM D1140, CTM 202) 70353 Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM 0422, CTM 203) 70355 Sieve with Hydrometer: Sand to Clay (ASTM 0422, CTM 203) 70357 Sieve Analysis Including Wash (ASTM 0136, CTM 202) 70359 Sieve Analysis Without Wash (ASTM C136, CTM 202) 70360 Sieve Analysis: Split Sieve (ASTM 0136, CTM 202) 70361 Sieve Analysis Without Wash: With Cobbles (ASTM C136, CTM 202) 70363 Soundness: Sodium or Magnesium Sulfate, 5 Cycles (ASTM C88) 70365 Specific Gravity and Absorption: Coarse (ASTM 0127, CTM 206) 70367 Specific Gravity and Absorption: Fine (ASTM 0128, CTM 207) 70369 Swell/Settlement Potential: One Dimensional (ASTM 04546) 70371 Triaxial 70373 Unconfined Compression (ASTM D2166, CTM 221) 30317 Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 30319 Voids in Aggregate with Known Specific Gravity (ASTM C29, CTM 212) 30411 Lightweight Particle: Coarse (ASTM C123) 30412 Lightweight Particle: Fine (ASTM C123) Task Code Asphalt Concrete Tests 75031 HMA MiAng and Preparation 75032 HMA Mixing and Preparation with Aggregate Treatment 75033 Bulk Specific Gravity of Compacted Sample or Core: SSD (CTM 3080 and ASTM 02726) 75036 Bulk Specific Gravity of Compacted Sample or Core: Parafin Coated (CTM 308A and ASTM 01188) 75040 Emulsion Residue, Evaporation (ASTM D244) 75024 Extraction: % Bitumen (CTM 382, ASTM 06307) 75027 Extraction: % Bitumen and Gradation (CTM 382, CTM 202, ASTM D6307, ASTM 05444) 75028 Extraction: % Bitumen, Correction Factor (CTM 382, ASTM 06307) 75030 Chemical Extraction: % Bitumen and Sieve Analysis (ASTM D2172 Method A or B, ASTM 05444) 75042 Lab Tested Maximum Density: Hveem, 3 briquettes (CTM 304, CTM 308, ASTM 01561, ASTM 01188) 75057 Hveem Stabilometer Test, Premixed, 3 briquettes (CTM 304, CTM 366, ASTM 01560, ASTM D1561) 75048 Lab Tested Maximum Density: Marshall, 3 briquettes (ASTM D6926,ASTM D2726) 75049 Lab Tested Maximum Density: Marshall 6" Specimen, 3 briquettes (ASTM 05581, ASTM 02726) 75050 Lab Tested Maximum Density: Superpave Gyratory Compacted Briquette, SSD, 1 briquette (ASTM 06925, ASTM 02726) 75052 Lab Tested Maximum Density: Superpave Gyratory Compacted Briquette, Parafin, 1 briquette (ASTM D6925, ASTM D1188) 75051 Maximum Theoretical Specific Gravity [RICE] (CTM 309, ASTM D2041) 75066 Marshall Stability and Flow, Cored Sample, each (ASTM 06927) 75069 Marshall Stability and Flow, Premixed, 3 briquettes (ASTM D6926, ASTM 06927) 75106 Marshall Stability and Flow, Gyratory Compacted Specimen Pre-Mixed, 3 briquettes (ASTM 06925, ASTM 05581) 75107 Marshall Stability and Flow 6" Specimen, Premised, 3 briquettes (ASTM 05581) 75063 Moisture Content (CTM 370) Rate it 950.00 $ 1,000.00 $ 375.00 $ 400.00 $ 125.00 $ 90.00 $ 250.00 $ 240.00 $ 140.00 $ 100.00 $ 200.00 $ 225.00 5 450.00 $ 100.00 $ 165.00 $ 105.00 Quotation $ 135.00 $ 125.00 $ 125.00 $ 400.00 . $ 400.00 Rate 125.00 175.00 55.00 $ 80.00 $ 150.00 $ 150.00 $ 200.00 $ 350.00 $ 245.00 $ 200.00 $ 200.00 $ 210.00 $ 215.00 $ 80.00 $ 90.00 $ 150.00 $ 80.00 $ 230.00 $ 230.00 $ 230.00 $ 85.00 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 00 • TWINING PSA21-1206CMI Exhibit "A" (continued) Task Code Asphalt Concrete Tests, Continued Rate 75005 Wet Track Abrasion Test (ASTM 03910) $ 160.00 75093 Hveem Mix Design (Excluding Aggregate Quality Tests) $ 3,400.00 75096 Hveem Mix Design, with RAP (Excluding Aggregate $ 3,800.00 Quality Tests, RAP Qualification) 75099 Hveem Mix Design, with Lime (Excluding Aggregate $ 3,800.00 Quality Tests) 75094 Hveem Mix Design Caltrans Untreated Mix $ 4,650.00 (Including Aggregate Quality Tests) 75095 Hveem Mix Design Caltrans Lime Treated Mix $ 4,650.00 (Including Aggregate Quality Tests) 75084 Marshall Mix Design (Excluding Aggregate Quality Tests) $ 3,400.00 75087 Marshall Mix Design with RAP (Excluding Aggregate $ 3,800.00 Quality Tests) 75090 Marshall Mix Design with Lime (Excluding Aggregate $ 3,800.00 Quality Tests) 75083 Open Grade Asphalt Concrete Mix Design $ 1,700.00 (CTM 368, ASTM D7064) 75109 Superpave Mix Design (Excluding Aggregate Quality Tests) $ 4,900.00 75113 Superpave Mix Design, with RAP $ 6,500.00 (Excluding Aggregate Quality Tests) 75075 Effect of Moisture on Asphalt Paving Mixtures, Pm-Mixed $ 1,000.00 (MW/TO T283, ASTM 04867) 75111 Hamburg Wheel Track Test, 20,000 passes, 4 briquettes $ 1,100.00 (AASHTO T324) 75039 Raveling Test of Cold Mixed Emulsified Asphalt $ 200.00 (ASTM D7196) 75067 Marshall Stability, wet set, 3 replicates (AASHTO T245) $ 350.00 75068 Marshall Stability, dry set, 3 replicates (AASHTO T245) $ 300.00 75070 Cold Recycled Asphalt Mix Design: 2 gradings each, 3 emulsion content (Caftans LP-8) $ 10,500.00 75114 Superpave Mix Design, with Rubber $ 6,600.00 (Excluding Aggregate Quality Tests) 75115 Superpave Mix Design, with Additives $ 5,790.00 (Excluding Aggregate Quality Tests) Task Code Brick Masonry Tests, ASTM C67 Rate 20301 Modulus of Rupture: Flexural $ 75.00 20303 Compression Strength $ 55.00 20305 Absorption: 5 Hour or 24 Hour $ 60.00 20307 Absorption (Boil): 1, 2 or 5 Hours $ 70.00 20309 Initial Rate of Absorption $ 50.00 20311 Efflorescence $ 70.00 20313 Cores: Compression $ 65.00 20315 Shear Test on Brick Cores: 2 Faces $ 90.00 Task Code Concrete Block, ASTM C140 Rate 20321 Compression $ 85.00 20323 Absorption/Moisture Content/Oven Dry Density 85.00 20327 Linear Shrinkage (ASTM 0426) $ 225.00 20335 Web and Face Shell Measurements 45.00 20329 Tension Test 5 155.00 20331 Core Compression $ 65.00 20333 Shear Test of Masonry Cores: 2 Faces 85.00 20339 Efflorescence Tests $ 45.00 Task Code Masonry Prisms, ASTM C1314 Rate 20341 Compression Test: Composite Masonry $ 185.00 Prisms Up To 8" x 16" 20343 Compression Test: Composite Masonry 245.00 Prisms Larger Than 8" o16" 20346 Prism Cord Modulus of Elasticity $ 525.00 20347 Prism Cord Modulus of Elasticity with Transverse $ 650.00 Strain (for double-wythe specimen) Task Code Mortar and Grout Rate 20351 Compression: 2"x 4" Mortar Cylinders (ASTM 0780) $ 55.00 20353 Compression: 3"x 3" x 6" Grout Prisms, Includes Trimming (ASTM 0119) $ 37.00 20355 Compression: 2" Cubes (ASTM 0109) $ 55.00 20357 Compression: Cores (ASTM C42) $ 65.00 3 Task Rate Code $ 65.00 20751 20753 Rate $ 65.00 20755 20757 Rate 20759 $ 65.00 $ 85.00 Task Code Rate 20621 $ 47.00 20623 $ 37.00 $ 62.00 Task Code 20780 Rate 20783 $ 60.00 $ 55.00 Task $ 325.00 Code $ 225.00 20701 $ 325.00 20703 20705 Rate $ 70.00 Task $ 250.00 Code $ 375.00 20706 $ 75.00 $ 190.00 20707 $ 145.00 20708 Machining and Preparation of Tensile and Bend Sample: Carbon Steel Machinist: Initial Preparation from Mock-up, Etc. (Per Hour) Sawcut to Overall Width (Per 0.5" Thickness or Fraction Thereof) Machine to Test Configuration: Milled Specimens Machine to Test Configuration: Tumed Specimens (Per 0.5" Thickness or Fraction Thereof) Prepare Subsize Specimens (Per 0.5" Thickness or Fraction Thereof) Charpy Impact Charpy Impact Ambient Temperature Charpy Impact Reduced Temperature Machining of Charp_y Samples: Carbon Steel Cutting and Milling (Per 0.5" or Fraction Thereof) Final Machining to Sample Configuration Prestressing Wires and Tendons, (ASTM A416) Stress-Strain Analysis: Wire or Strands (Including Chart and Percent Offset) Tensile Test Only Tendons Polymer Matrix Composite Materials (Fiberwrap) Tensile Strength - Set of 5 Specimens/batch/ direction (ASTM 03039) Tensile Strength - Additional Specimens (ASTM 03039) Heating Chamber Time - Per 24 hr period Rate $ 95.00 $ 50.00 $ 55.00 $ 70.00 $ 135.00 85.00 Rate 90.00 $ 110.00 Rate 80.00 90.00 Rate $ 180.00 $ 135.00 Rate $ 1,350.00 250.00 95.00 Rate Quotation $ 350.00 Rate Task Calibration Services and Universal Machine $ 60.00 Code Usage $ 70.00 20801 CalibrationNerification Services $ 85.00 20803 Universal Test Machine Usage (Per Hour) $ 135.00 $ 325.00 $ 170.00 $ 75.00 $ 40.00 $ 55.00 $ 70.00 $ 80.00 Cylic and Fatigue Testing Programs on Special Products/Parts $ 45.00 Engineering and Technical supports/Design of Prototypes and Special $ 60.00 Test Set-Up $ 65.00 Fastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Shear, Double Shear, 8 Compressions $ 80.00 Fiberglass/Composite Materials Field Testing Program (ASTM 04065, 01143, 04923, 02584, 04476, 01242, 07901, 07921, and 0732) Quotation Field Testing of Structures and Structural Elements Quotation In-Place Shear Testing $ 70.00 Materials and/or Product Evaluation Per Specifications $ 90.00 Structural Dynamic Testing and Durability Analysis Quotation $ 50.00 $ 70.00 Quotation Quotation Quotation Quotation Quotation Quotation Quotation Quotation Quotation Ceramic Tile Testing Division Rate The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 00 • • 'TWINING PSA21-1206CM1 Exhibit "A" (continued) Task Code Masonry Specimen Preparation 20155 Cutting of Cubes Sr Prisms Task Code Fireproofing Tests 20401 Oven Dry Density (ASTM E605) Task Code Gunite and Shotcrete Tests 20361 Core Compression Including Trimming (ASTM C42) 20365 Compression: Cubes (Includes Saw Cutting) Task Concrete Roof Fill: Gypsum, Vermiculite, Perlite, Code Lightweight Insulating Concrete, Etc. 20371 Compression Test (ASTM C495 and C472) 20373 Air Dry Density (ASTM C472) 20379 Oven Dry Density (ASTM C495) Task Code Reinforcing Steel, ASTM A615, A706 20501 Tensile Test: # 11 or Smaller 20503 Bend Test: #11 or Smaller 20504 Bend Test #14 or #18 20505 Tensile Test: # 14 20507 Tensile Test: # 18 Task Reinforcing Steel - Welded or Coupled Code Specimens 20521 Tensile Test Welded/Coupled #11 and Smaller 20523 Tensile Test: Welded/Coupled #14 20525 Tensile Test: Welded/Coupled #18 20529 Weld: Macroetch 20531 Slippage Test - Caftans (CTM 670) 20532 Tensile Test: Welded Hoops 811 and Smaller Task Code Metal and Steel Testing 20601 Tensile Strength: Up to 100K Pounds (Each) 20603 Tensile Strength: Up 10200K Pounds (Each) 20605 Tensile Strength: Up to 300K Pounds (Each) 20607 Tensile Strength: Up to 400K Pounds (Each) 20609 Tensile Strength: 400K to 600K Pounds (Each) 20611 Tensile Strength: Stress-Strain Percent Offset 20545 Weld: Macroetch 20547 Weld: Fracture 20615 Bend Test 20617 Flattening Test 20619 Hardness Test (ASTM E18) 20630 Bolt: Axial Tensile Test (Up to 7/8" diameter) 20631 Balt: Wedge Tensile Test (Up to 7/8 diameter) 20632 Bolt: Axial Tensile Test (Greater than 7/8" up to 1" diameter) 20633 Bolt: Wedge Tensile Test (Greater than 7/8" up to 1" diameter) 20634 Bolt: Axial Tensile Test (Greater than 1" diameter) 20635 Bolt: Wedge Tensile Test (Greater than 1" diameter) 20636 Bolt: Proof Load Test (Up to 7/8') 20637 Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter) 20638 Bolt: Proof Load Test (Greater than 1') 20639 Nut: Proof Load Test (Up to 7/81 20640 Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) 20641 Nut: Proof Load Test (Greater than 1') Task Code Chemical Testing of Metal and Steel Rate 80170 Steel Chemical Analysis $ 155.00 80173 Weight of Galvanized Coating (ASTM A90) $ 75.00 80176 Epoxy Coating Thickness $ 80.00 4 DocuSign Envelope ID: C7E5F09D-C4CF-41B2-8E64-53A424AD3C80 PSA21-1206CMI Add the following bold underlined language to 10.1.1 10.1.1 Commercial General Liability (CGL) Insurance. Insurance written on an "occurrence" basis, including personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. The limits for Commercial General Liability can be achieved through a combination of primary and excess or umbrella liability insurance, provided that such coverage will result in the same or greater coverage as the coverage required under this Section. City Attorney Approved Version 6/12/18 CANCELLATION 30 Day Notice of Cancellation CERTIFICATE HOLDER City of Carlsbad/CMWD do EXIGIS Insurance Compliance Services P.O. Box 947 Murrieta CA 92564 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE -- 7 (g) ACCORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Dealey, Renton & Associates DRA License 0020739 600 Anton Boulevard, Suite 100 Costa Mesa CA 92626 CONTACT ,..,, Cheryl „ NAME: mouen PHONE FAX tax. No. Extl: 714-427-6810 wc, wo); 714427-6818 E-MAIL ADDRESS: cboden@dealeyrenton.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Great Midwest Insurance Company 18694 INSURED Twining, Inc. PO BOX 47 Long Beach CA 90801 INSURER B: Travelers Property Casualty Company of America 25674 INSURER C: Starstone National Insurance Company INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 957825416 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVVITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR VVVD POLICY NUMBER POLICY EFF (MM/DDNYYY) POLICY EXP (MM/DD/YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY Y Y 6301E077052 2/1/2020 2/1/2021 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 300,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADVINJURY $ 1,000,000 GEN'L AGGREGATE POLICY OTHER: x LIMIT APPLIES 7IN1- PER: LOC GENERAL AGGREGATE $ 2,000,000 , PRODUCTS - COMP/OP AGO $ 2,000,000 $ B X X — AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS y — SCHEDULED AUTOS NON-OVVNED AUTOS Y Y 8104L111617 2/1/2020 2/1/2021 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X _ UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS-MADE Y Y CUP0J750759 2/1/2020 2/1/2021 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DED RETENTION $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A Y T10190480 2/1/2020 2/1/2021 X PER ER 0TH- E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 A Professional Liability Claims Made AE-GM-0000066-00 2/1/2020 2/1/2021 $2,000,000 per claim $2,000,000 annl. aggr. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Umbrella policy is a follow-form to underlying General Liability/Auto Liability/Employers Liability. Re: PSA21-1219CM1- CMWD - Master Agreement for As-Needed Materials Testing Services. The Carlsbad Municipal Water District (CMWD) and the City of Carlsbad and its officers, officials and employees are Additional Insured as respects to General & Auto Liability coverage as required by written contract. Coverage afforded the Additional Insured is Primary and Non-Contributory as respects to General Liability coverage. Separation of Insureds - Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and See Attached... © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC #: ACORE, ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY Dealey, Renton & Associates NAMED INSURED Twining, Inc. PO BOX 47 Long Beach CA 90801 POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE CERTIFICATE OF LIABILITY INSURANCE b. Separately to each insured against whom claim is made or suit is brought. Waiver of Subrogation included in Work Comp., General and Auto Liability coverage as required by written contract. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy #8104L111617 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO 1. The following is added to Paragraph Al., Who Is An Insured, of SECTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.5., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your CA T3 53 02 15 ©2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO permission, while performing duties related to the conduct of your busi- ness. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS The following replaces Subparagraph (5) in Para- graph B.7., Policy Period, Coverage Territory, of SECTION IV — BUSINESS AUTO CONDI- TIONS: (5) Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Cov- ered Autos Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. (a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (ii) Neither you nor any other involved "insured" will make any settlement without our consent. (iii) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "suit". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with our consent, but only up to the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE. (v) We will reimburse the "insured" for the reasonable expenses incurred with our consent for your investiga- tion of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE, and not in addition to such limit. Our duty to make such payments ends when we have used up the applicable limit of insurance in payments for damages, settlements or defense expenses. (b) This insurance is excess over any valid and collectible other insurance available to the "insured" whether primary, excess, contingent or on any other basis. (c) This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. Page 2 of 4 @ 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The following is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph A.4.b., Loss Of Use Expenses, of SEC- TION III — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. J. PERSONAL PROPERTY The following is added to Paragraph A.4., Cover- age Extensions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Personal Property We will pay up to $400 for "loss" to wearing ap- parel and other personal property which is: (1) Owned by an "insured"; and (2) In or on your covered "auto". This coverage applies only in the event of a total theft of your covered "auto". No deductibles apply to this Personal Property coverage. K. AIRBAGS The following is added to Paragraph B.3., Exclu- sions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one "loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV — BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- plies only when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident" or "loss". M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS: 5. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by CA T3 53 02 15 ©2015 The Travelers Indemnity Company. All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the person or organization designated in such contract. N. UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of SECTION IV — BUSINESS AUTO CONDITIONS: The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non-renewal. Page 4 of 4 © 2015 The Travelers Indemnity Compa ny. All rights reserved . CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. Project #6301E077052 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED —(Section II) is amended c) to include any person or organization that you agree in a "written contract requiring insurance" to include as an additional insured on this Cover- age Part, but: a) Only with respect to liability for "bodily injury", "property damage" or "personal injury"; and b) If, and only to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: a) In the event that the Limits of Insurance of this Coverage Part shown in the Declarations exceed the limits of liability required by the "written contract requiring insurance", the in- surance provided to the additional insured shall be limited to the limits of liability re- quired by that "written contract requiring in- surance". This endorsement shall not in- crease the limits of insurance described in Section III — Limits Of Insurance. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or sur- veying services, including: i. The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and ii. Supervisory, inspection, architectural or engineering activities. CG D2 46 08 05 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 The insurance provided to the additional in- sured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products-completed op- erations hazard" unless the "written contract requiring insurance" specifically requires you to provide such coverage for that additional insured, and then the insurance provided to the additional insured applies only to such "bodily injury" or "property damage" that oc- curs before the end of the period of time for which the "written contract requiring insur- ance" requires you to provide such coverage or the end of the policy period, whichever is earlier. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible "other insurance", whether primary, excess, contingent or on any other basis, that is available to the additional insured for a loss we cover under this endorsement. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, this insurance is primary to "other insurance" available to the additional insured which covers that person or organization as a named insured for such loss, and we will not share with that "other insurance". But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible "other in- surance", whether primary, excess, contingent or on any other basis, that is available to the addi- tional insured when that person or organization is an additional insured under such "other insur- ance". 4. As a condition of coverage provided to the additional insured by this endorsement: a) The additional insured must give us written notice as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, such notice should include: COMMERCIAL GENERAL LIABILITY i. How, when and where the "occurrence" or offense took place; ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the "occurrence" or offense. b) If a claim is made or "suit" is brought against the additional insured, the additional insured must: i. Immediately record the specifics of the claim or "suit" and the date received; and M. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit", and otherwise comply with all policy conditions. d) The additional insured must tender the de- fense and indemnity of any claim or "suit" to any provider of "other insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to "other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. Page 2 of 2 © 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05