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Home My WebLink About2016-09-27; City Council; Resolution 2016-196RESOLUTION NO. 2016-196 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, AUTHORIZING EXECUTION OF PROFESSIONAL SERVICE AGREEMENTS FOR AS-NEEDED MATERIALS TESTING SERVICES WITH LEIGHTON CONSULTING, INC. AND SCST, INC. EXHIBIT 3 WHEREAS, the City Council of the City of Carlsbad, California has determined the need for the materials testing services requested by the Construction Management and Inspection Division of the Public Works Department for construction projects within the city on an ongoing, as-needed basis in order to maintain service levels; and WHEREAS, the Purchasing Officer authorized competitive negotiations for these services pursuant to Carlsbad Municipal Code section 3.28.070; and WHEREAS, the Construction Management & Inspection Division of the Public Works Department solicited, received, and reviewed responses to a Request for Qualifications for materials testing services consistent with Carlsbad Municipal Code section 3.28.070; and WHEREAS, based on evaluation of proposals received, staff recommends the city enter into Agreements with Leighton Consulting, Inc., and SCST, Inc.; and WHEREAS, staff recommends that each Agreement be in an amount not to exceed $600,000 per year; and WHEREAS, City Council approved sufficient funds with the Fiscal Year 2016-2017 Operating and CIP Budgets to cover the first Agreement year; and WHEREAS, expenditures for these professional services in subsequent fiscal years are subject to availability of council-approved funding from the Public Works Operating Budget and the city's Capital Improvement Program. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1. That the above recitations are true and correct. 2. That the Mayor of Carlsbad is hereby authorized and directed to execute the Professional Service Agreements attached hereto with Leighton Consulting, Inc. (Attachment A.!L and SCST, Inc. (Attachment A.2). EXHIBIT 3 3. That the City Manager is hereby authorized to execute Amendments to extend the Agreements for three additional one year periods or parts thereof in an amount not to exceed $600,000 per year. PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 27th day of September, 2016, by the following vote, to wit: AYES: Hall, Wood, Schumacher, Blackburn, Packard. NOES: None. ABSENT: None. MATI HALL, Mayor ~(b£u,;:_~~ BARBAENGLESON, City Clerk) (SEAL) AGREEMENT FOR AS-NEEDED MATERIALS TESTING SERVICES (LEIGHTON CONSULTING, INC.) THIS AGRE MENT is made and entered into as of the ~ day of ------"~~...:::...>:~~="--.....t,--' 20_lk by and between the CITY OF CARLSBAD, a municipal corpora ion, ("City"), and L IGHTON CONSULTING, INC., a California Corporation, ("Contractor"). RECITALS A. City requires the professional services of an engineering firm that is experienced in materials testing. B. Contractor has the necessary experience in providing professional services and advice related to materials testing of private as well as municipal projects. C. Contractor has submitted a proposal to City 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. 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 one year from the date first above written. The City Manager may amend the Agreement to extend it for three additional one 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. TIME IS OF THE ESSENCE Time is of the essence for each and every provision of this Agreement. 5. COMPENSATION The total fee payable for the Services to be performed during the initial Agreement term will be six hundred thousand dollars ($600,000). No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. If the City elects to extend the Agreement, the amount shall not exceed six hundred thousand dollars ($600,000) per Agreement year. The City reserves the right to withhold a ten percent (1 0%) retention until City has accepted the work and/or Services specified in Exhibit "A". City Attorney Approved Version 2/29/16 1 Incremental payments, if applicable, should be made as outlined in attached Exhibit "A". 6. 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. 7. 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. 8. 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. 9. OTHER CONTRACTORS The City reserves the right to employ other Contractors in connection with the Services. 10. INDEMNIFICATION Contractor agrees to indemnify and hold harmless the City and its officers, officials, employees and City Attorney Approved Version 2/29/16 2 volunteers from and against all claims, damages, losses and expenses including attorneys fees arising out of the performance of the work described herein caused by any negligence, recklessness, or willful misconduct 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. 11. 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-:VII"; 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. 11.1 Coverage and Limits. Contractor will maintain the types of coverage and minimum limits indicated below, unless the 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. 11.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit. 11.1.2 Automobile Liability. (if the use of an automobile is involved for Contractor's work for City). $1,000,000 combined single-limit per accident for bodily injury and property damage. 1 0.1.3 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. 11.1.4 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. City Attorney Approved Version 2/29/16 3 11.2 Additional Provisions. Contractor will ensure that the policies of insurance required under this Agreement contain, or are endorsed to contain, the following provisions: 11.2.1 The City will be named as an additional insured on Commercial General Liability which shall provide primary coverage to the City. 11.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. 11.2.3 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. 11.3 Providing Certificates of Insurance and Endorsements. Prior to City's execution of this Agreement, Contractor will furnish certificates of insurance and endorsements to City. 11.4 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. 11.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements. 12. 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. 13. 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. 14. 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. 15. 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. 16. NOTICES City Attorney Approved Version 2/29/16 4 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. For City Name Fred Gaines Jr. Title Management Analyst Department Transportation/CM&I City of Carlsbad Address 1635 Faraday Ave Carlsbad, CA 92039 Phone No. 760-602-7557 For Contractor Name Title Pl-f&SiOENT ,. CEO Address I 7 78/ COi,;.JAN tP.V/riC CA 9Z0/L1-00('19 Phone No. ( 90q) 52 7·-8 7 71 Email ,_~.:,, n.:;co@ /<l!..,ql~fci1Jrct.!p. t em U ' I 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. 17. 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 four categories. 18. 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. 19. DISCRIMINATION AND HARASSMENT PROHIBITED Contractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment. 20. 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 City Attorney Approved Version 2/29/16 5 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. 21. 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 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. 22. 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. 23. 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. City Attorney Approved Version 2/29/16 6 24. JURISDICTION 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. 25. 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. 26. 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. 27. 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. CONTRACTOR CITY OF CARLSBAD, a municipal corporation of the State of California AUTHORIZED TO SIGN.fCity Manager or Mayor -er Divisi011 Di1 eetor as authorized by the City Manager)] rHOMAS c. BeNSON, .JR., PRES/Oe!-17 !ceo (print name/title) 1 ATTEST: ~ (sign flere) --;;~c:.E .JJ1 kuu~ (print name/title) (!~{) City Clerk If required by City, proper notarial acknowledgment of execution by contractor must be attached. !f a corporation, Agreement must be signed by one corporate officer from each of the following two groups. City Attomey Approved Version 2/29/16 7 Group A Chairman, President, or Vice-President Group 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. APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ----l..-~::....::.__,;;,_______::::::....____ Assistant City Attorney ~ufy AGREEMENT FOR AS-NEEDED MATERIALS TESTING SERVICES (LEIGHTON CONSULTING, INC.) City Attorney Approved Version 2/29/16 8 EXHIBIT "A" SCOPE OF SERVICES Contractor shall perform as-needed materials testing services in accordance with the city's Request for Qualifications with Fee Proposal dated April 25, 2016. The agreed upon billing rates for services outlined in said proposal are attached hereto. Any rate increases are subject to negotiation and approval by city staff. If the use of subcontractors is approved by the City, they shall be billed at cost plus 10%. City Attorney Approved Version 2/29/16 9 2016 PROFESSIONAL FEE SCHEDULE CLASSIFCA nON $."1R Techrto.an 17 T echn~C~a~~ 11 ' Speciallrspedcr e.5 Senor T ecmi::lar ! Sella Specllllnspedor e.5 Pn!lllliling Wage fFcld S:.l$1 ~life'l;ft Tes1er:•' 104 Prev11hng >IJage 1Buld•119 • (;cnstructo> :nsped;>': • 104 Prev11111g Wage !Scu<cl! ifiSPIY.la NOT .'l"d Sal IUI~o" Oi..IV1 ' 1(!9 Sys1em ~ & Mamlenanoe Soeo<Mt 126 Nc.n Destrudr..e l ~g 126 ()epu!y Inspector 128 F 111kl ' L.aboralcry Supe!'\'l!iOr 126 Source lnspedllr 1 104 Source lrlspectof II 106 So:Jrce inspedl)r Ill 109 CUSSIFICit T10N Ptn,ect Adl"'mtSiratorlWord ~'Oispakher lnfor!'lator 5t:eoalisl CAD Ollera1a G:S Speo;a~~Sl ~ El"tjjilleef I~' Soentist Se"•or Stall E ~gneer I GeoiD,] is! I Scientist ~~ .'l.ai:JOralo!'f Uanaget PrQ!eCI En!jlneet .' Geologl$!1 Sc~Crtl$1 Sen!IY P!UfCd Ert;~ineef I Geologist i Soenbst A.s&OCiale Pmopa1 Sentet Pl<lnopal • Soo ;lry,aolng 1'1~ r • "'""' an!l CoM<ta•s G£0TECHNICAL LABORA TOAY TESTING MEl'HOO $/T£Sl METHOO ClASSIF!CA~ & NlEX PROP£RT1ES CS!folrli8 Been119 RatCJ :CBR ASTM 0 188J;, ~ofsamole 10 -31X)IIll Mois1l.fe coo1en1 (ASTU 0 22161 2(1 1 j:OI!!I l.!olslure & densty 1ASTf.t 0 2937) ~ sall'(lles 30 R Value \CT\1 301) ll'!lreated 1Jomll!1! & densty iASTM 0 2937) ~Illy t.lbll or cuttng <10 R-Value iCTU 301) lmle or cement trea1ed sols Altef'OEr9 lmlls (4$TIJ D 43181 31XJinls 150 SOL CHBISTRY & CORROSMTY Single !XJII'II 1100 pas!IC 85 1*1 Me11!00 A (ASTM 4972 or CTM 643) o\ltertlefg !~~ruts (~n1c ASTM D 2487 • 4318) 180 Eledncal "GSl$1Mty -9l'lgle !XJI'll -as recevea moi5tu1e ~ 72 99 108 122 126 135 153 l5J 176 !84 194 225 SfTEST 500 185 310 340 45 45 'lrs.JiJ oassilcabc.n as non-pasllc (AS TM 0 /4811) 1C l.llnm~tn te$1$1M(y 3 'OO<Siure :;cntent p;JOrts (AST\l G 187/CTM 643; 90 Particle sue pH • rnrumum ~n~slwily (CTM ll4J) 130 Seve oot, 1/i ind11D #200. (AST\4 D 691J.'CTM 201! 135 SIJitate ccnleflt grawnetnc (CT\1 4 '7 8 Part Ill 70 Urge Stelle -6 IOOIID •200 \ASTM :.; fi9l J.'CTM 2il2) 175 Suhte saeen (H~ 3t: "iydrorneter onty (ASTM D 422) 11{) Cnlmle ton!enl (AASH"O 1291/CTI.f 422! lD S<e\11! • h)'(lr'Omeler (S3" S1eYe 4STM 0 422) 185 COil'l)S(Jfl $UIIe r'nlnii"UI"' ti!SISbvily 'SUH •. chlo'ide. pH iCTM 543) 245 Pefoel!lpassmg #200 sifMI. WI1S#1 only (ASTM w 114il'l 70 O!!Jani::: maltl!r content lAS'!'M 2974; 65 Specific~ lpass~f19 -.t AST\4 0 854/CN 207) '25 Speolic g-.rvlly-rocne [ASTM C 1271CTM i'OOi ~ #4 retaned 100 SHEAR STR:NG'TH T oCal poro6ily -on Shet!y tute sample (calculated ~ de-Jslty & 165 Peckel peoelt~eter 15 specific !1\M)') 01retl shear IAST\1 0 3C8C rroli 3 pools) r ota1 porosly -on otner Sllr"ll)e 155 Consa~dateo Jlldratned c 05 nc1V'11tr ICUl 285 SMnka;;e irnt15 (waJ me!IIOO ASTU:.; 49'31 12'6 Cc.nsdldatec! drained -<0.05 lr.o'\ll"'m :co; 345 Plllh:Jle disperslc.n \ASTM D 46H} 2:0 Reso:!ual shear EM 1110-2-1~1XA 50 Dispe~ve cll.ar~ (doutle hyd'umete< .o\S""M 0 4221 l 90 ;p~ce per each ad:litic.nal pass ~ shear) As 'eoetYed fi'OIStiPe & densty (cl'u"lV'carved sarnp;es) 60 RernOidmg :x hand !!'lmrr.og of ~s t.3 ponlsl 90 Sand Eq1118ien! (SE ASTM D 241S.'C1M 21 7) Hl5 Cfientlld or bled< !111nd !rrnMing (w houri 65 CCJ.tPACTlON & PAVEMENT SlllGRADE TESTS Single :JOrl1 shear ·o~ • ~qli!l ~hear iASTM 0 6467 I I.STM D 70081 820 S!andard ~compaction, (ASiM 0 6.981 ' P<Jltll$ '"'cl' diameter mold {&Ae!hods A & 61 160 CONSCUlA T10fC & EJG>A.NSIOWSW£U TESTS • 6 ru;t> ·:l~ meld !Method C 1 l1o C.~ICI' iASIM D 14351 195 ~ proctor •:::ol"'pactlon I AS r M () 1 ~0 I I 4 cants Eil'v"" attll!ional trne ;uve 45 - 4 nell dlilmtllllf mold !Methods A & B) 220 Ea;n attlmcl'lalload>unbad ...-o hl"'e 'elldng "a 6 .ncl! dlilmtllllf mold !Method Cl 245 bpa~~ lrdea lEI, -'S7M 0 4829) ~Ja Oled< pard (per pont) 65 Swell<'c~agse -Me1hcd A tAS'!'M 0 4546 A. JP 10 'i) bad/vnloads 290 Relallve C(lfflj:l3Clion of ll'!lreate:lltrei!l.ed !OOiis•aggreglii!!S (CTM 21 E 1 2S!l w.'O nme c1.r.es: Relalrve density !0 1ft Mad AS'M D 4/5J D 42541 235 Sm~ loact sweWcdlaase Melhcd B (AS1'M D 4546 8. seat load & 105 nuooale Cl'l) 1 City Attorney Approved Version 2/29/16 10 METHOD SITEST TRIAXIAL TESTS Lncoofmed ~ slren!;t!l of CCi1esrle 9QJ 135 ('Mil' struslsnn r;oot ASThl 0 2166) lXIWlsolidaled Ul'IO"aned lnau OOmp~eS$tOn test oo cohest~e 170 soils (uSACE Q test. ASTM D 2850. !:«confining slr!!ssl Consoldalell ul'<lrained triallal OOI"'J:ri!SS!On !leSt lor cones,_, sots 375 (ASH~ 0 l767. CU USACE R.O. test) r11tt1 back pressure saliTaliorl & :xn tGter pressure ll'lea~~Jrefl"ll!ll'l1 (per confining stress: Ccn~l!d dramE<I .-iiiiJai ccrntyeSS~cn test ~:co USACf s t~l wtth >'Oiume charge mell!!Uremenr Pn::e per St>l type below E\1 1'1Q-2-19C6(X) -Sard Ct' salty sand SI:Ms (per ccnfini~VJ stress! 315 -&It or clayey sand sols !per coofi111ng sa-ess) 000 Clay sols (per coofinmg s.cress:· 705 ·~l'l!e-stage 11181Cl31 (sand or sAty sard SQJs) 655 -ruee-54age tlli\OOCiliSIH or clayey sard SOlis I 8l5 -'"hree-scaoe tnilll<f tday !lOis) , 235 RemokJr.t,~ of lest speCJI'l'IMS ss I.ETHOO SfTESi HYMAULIC COtO.CTMTY TESTS T'ialla permeallilily in tle:Qble-wal perrresrneaerwlln ~re 3,0 saturation a1 cne ellet:tr.e stress (EPA 9100/ASlM 0 So084. fallmg head Metl'lcd c: Eadl adCI!IoncUfled!'<l! stress 120 Hand rnming r:i !101 sanpleS for hor,:rontal I< 6(1 Remold111g ri test specimens 5; Permelltltlly ol ;~raoul• soils !AS'"M D 24::4) 135 SOIL -CEMENT Mosture-<ltmsily curve u soil-oement mooures fAS-M D 5581 24D 'M!t-dly dlllilbil(y of sod-oemert MlK!ures !ASTM 0 5591' 1, 205 Cetn~ st'e!lgtl! of melded $011-<>ement c.,tlndefs (loSW D 60 1633) per cymder ' Soil-c8'11el'1t retrolded specrner1 (for shear strer;qtll 235 cooscMation. etc 1 ' ' Compacllar (ASTM 0 ~ rr.aximum density) shoud al5o be perftfmed -not induded in above pme CONSTRUCTION 11A TERIALS LASOAA TORY TEBnNG SAMPLE TRANSPORT SfmiP MET'HOO $'TEST Pdt·up & ~ry 115 11eoretica maltf'I1Ufll :le,Sity and specific 9"J"Ity <fl HMA 130 1~ per lfll <5il male radius !rQm l1!!9"ton ol'tce) (CTM 309/AASt;TO T209) METHOD SIT'EST lhodtrle$$ Of lletghl of ~aded llltumlnoi;S pa~Mg "Mture 40 specimens (ASThC 35491 ~ S'T'RENGn1 CW.AACTER:STICS Rubbenz9d aapllall (BO;l to aiXM! ralesl • 25% Concrete~ OOI'!'II)fm!OII (AS'V C 39) \6" x 1 2') 25 ComtyeSSlQ'l CCf'IC!'ele <:.'f ll'lii!IOnry ceres (tesbng only) 40 AGGAEGA TE PROPERTIES S6 llld'l <ll~elef (AST\1 ::: 42) Seve anatysa (fine & ~ aggegi!Ce ASTM C 136J CTM 2021 13~ T ~mllVl!l COJlcn!le cores ;per we! 20 '11111' fillell!l.an #200 tGS~ (ASTM C117) =exural streogtll ol corcre~e iSIIT1Pe beam well Jrd pt :oa:t111g 85 Ll. Ratllef -smaller coarse aggregate < 1. 5. {ASTM C 1311 100 AS Tr.t C 7&1CTM 5231 AASHTO T !16) F:exura snng!h ot corO"e!!e ~sun{:le beam wi center pl \oajlng, as LA Ralilef larger coarse aggtegi!Ce 1 3' lASTM C 5.351 2~ ASTM 293JCHJ 523) Ourabilty Index iDl en;~ 229) 200 Ncn shnni: grout cubes (2", ASTM C 109.'C ' 107! 25 Ck!iJ'lness 'r.We ol coa~ aggregate iC"'M 2271 210 Dryrtg Sllmkage (lct.ir 'eilOngs up to 90 aavs. 3 bars 400 UnitwegN <flag~ :CTM 212) 50 ASTIACI57) Sourdl'less magnesum :ASTI~ C !!<'!) 225 H()T MIJI. ASHPAL T (I<W.I Soul'<lness. sodum 650 Compacle:l AC ReSISia'l~l!' 1c MJis1 Damage {Ms.>HO T 2831 2100 Li<JW'1'!Pacted void CU~tent -fire aooresate t CT\t 234! .. 3C AASHTO -lJ.t: 1-\amturg Wllee!. 4 t.iqN:le'S (modtfiedliAASH:o T 324) 900 F>.11t & eiongatec ~es on co;ne i!11Jgf1!9ilte (CnA 23S•' 215 Gyratory Compacllcn (MSHTC • 3121 350 ASTM ::l4l9lJ E~lrac:1Jon b'f grutJon o~ percent asohaH i4.SH.4;::; 631Ji 150 Pertet1t of C!IJShed ca'tldes iCTM LC5.•AASHTO ~335l 135 !CTV 3&2!AA$HTO f3C.:Ii Organtc 1mpt.tthes n conae~e :sand (CT!.I 2,3:-00 >gniOOn O'fel1 oorredicn•cCJ'Tll(atior 11alues QVOia Spec;kf13Vt'y ~ "9f1"9ale iCTM 2\161 1(10 E.xtrattx:m by cartnf~J!;e percent asohall ·ASTt.l D 21121 150 Gradatioo rfl e.tracted ~gale iASTM 0 544-C•'CTP.I 2071 135 Soo;;rf~e ;rnvty -fine ag~regi111! (CTM 20 7) ·~ S1atltbll'lelllr value \CnJ 366) 265 Sand E~urtalenl (CT 2'7'AASHTO T 176) S.~m111WS mtxlure preparatJoniCTM lll41 !IC . .l,ppart!nl speoflc grw.,ty or lne aggregate .;c r M 208) •)() Mosture oonrent of asp/laft (C W 310:• 60 I.ICJSt:Jr~ OOMef'lt of aQY'eg,ales ey oven l)yl.-.g 4{) Bulk specific gravity ~mldoo svocmen cr co111s iASTU D ~ 18&· ~5 (Cfl.( 226•'1\ASI-'TO T255t C"M 308lAASHTO • 2751 CIS'f urrc:s mabie pa~,;:ies (ASH! C 142:• ~ .'"5 M;wmum denSity -Hveerr iC"\! 3<381 2\JC City Attorney Approved Version 2/29/16 11 METHOD SITES! METHOO S.'TEST MASONRY SlAB.()r+.GAADE MaSTUA£ EMIStiOH t<tT Mor.ar C)trders (2" by 4 . ASTM C 7801 iS l.lolsb..t'e test kll (ewudes labof 1D pe!tlnr. test. ASTI#I E 190.1) &o Giru1 ~~ (3' by 5' ASTM C W91 ~5 Mas01ry ceres o:JmtnS!'ion. ~· d>ameter !besb~ O'lly 40 ~"'TMC 471 cvu Cl)ll"()f11S$l011ID S!l118' X a· I 16' (3 requred ASTM c 1401 45 CVU MOsture content litl!i«j::l!oo' & 1.1111 Wl!!glll tS reQ<Jifell 40 REINFORCING STEEl. Rebar tensile 11!51. up 1D '«!. 10 {ASTM A 370; 45 Rebarl8nsile test '«! 11 & CMr i.ASTM A 37Jl !00 Rebar llelld test. UP t:l No 11 (ASTU A 3!01 45 ASTMC 140'1 STEEl CJ.IU li1ear tl'flng si!M!c<IO!I (ASTM C 4261 1 !5 CVU gllllled pt'SI'TlS (::ol'!lp!8SSIJtl II!St S!T l 8' X 16' 180 ASiM E 44.' C 1314) CVU gouted PfSI'TlS (::ol'!lpte$$10n le$l > 8' X 6' l '6 2)1) ASTM E 447 C '314) Ter<sk str1!rgtl". ~100.000110unds axial iced (AST~ A 370) 45 Pm~ -.ire lenSion IASTM H16) 150 SIW11ple ~arallot' (culling) 50 SPRAY APPLIED FIREPROCFING 1.4aso!lfy 00!8·$~ Tille 24 ties! ol'iy) 70 Unrt ~1111 \CCI1$tf ASH.! E &o5i &o IRICK <ntlpres~ror tcost for each 5 reqlllfl!d, ASiM C 61:· 40 EQUIPMENT. SUPPLIES & MATERIALS S.'UNIT ~IT 1.<4 lrdl cne plates 5 ea::n Mi1'117"1elsr 25 day 1.<4 1rdl T ullillg illa!Oedl 0 55 loot Mileage 05-4 'nile 1.'4 1ndl Tutltng :s.ngtel Ol5 loot Nllrfe ~O>'e!l LQ l);llf 3.'8 11ldl Tut:r.~g. clear ~nyl 0 55 loot Nucoear no~sbre md dc'l$ily gauge lr.eude:l 4. Gas metlY \RKl Eagle or simlar) 1l<J day Pachcml!ter 25 dil'f Air flow meter ar.a purge punp ;2CO cc•Mtt~1 5A) di!IY pH.'tAnductMI)>'T emperalare meter 56 day 8cJ. ot 24 !IC41 drive s~ nngs 120 box P"l®tcn!lalloo Oeledor t PI D) no day Brass $;111llle tubes 10 each Pumo T yphocn 2 ~r 4stage 50 di!l'f ~bon tape (10001ool roll) 20 each QED tladder llOO'P w!CED control box 160 day Combtnatian ock 0" padloclo l1 each Re&s!i..rty iel:l meier & piM 5l) day Compressed ar tar!< and regulator 5C day Slip: 1hrll\llded Cap 2 1nt!'t [)< 4.'fld' d1arnde!. 15 eacr ~ ccnng madme {S6-irn:h-dia) 150 cay PVC Schedule 40 CcnsU!'IIabiM \~ rope soap tape, etc 1 3~ Oily Slope ncincnteter 200 day Core sarnpe boxes 11 each So< sampling T-harde tErcore) •o day Cracll mcnncr 25 ea::~ So< samphog lrpod 35 day Curol! saws. ~n!i eec:nc ;Saws M) lS ,:lily SlarJICS$ s!t!el ba11e1 .co day Oi!;oosabte biJIIels 12 each Submersible llOO'P· 13 91=ffl 1tgh powerl!d 150 day ~ t:laddler~ 1C ea=r Grunfal 2 -nch Mill ccn~ler Ol$lllll><ed :>•lgen mete• 45 ;lily Sut:merscle vttnp'lrmsler ottnp 10-25 !Jim 50 day DOT ~iflal contammenl dmm tlltnllc 65 !3Ch St.my.'lma! stakes s eacr OoubJe.mg ·rfiltorN!!Et' '2; day T edaf€1 nags •6 eact IA!a1-5tage nlert&ce prOO«: BG dar Traffic cone> i:s.2!l''ll.ilt'IClldes \Sirgle ane: 5l) day GEM 2001: 1~:1 dar T urtlidty 'llCit:!' 70 day Generator. portl:lll! gasoine l~eii!C 3 500 wens 9(l day Tr-'!11>8 SL<! IBach) Hl eact Gklbal Posl'l>:m!Oil Syste<n iGS'S) 80 da'f V apcr sampl"!j OO.• 45 Olly l-and auger set 90 dil'( 1/et .. ::>e~ nduded t<JFt: S31ety <ence -:s•oo 'ee<:i 4(1 11)1 Ve!IX.l(;~ 35 day ~ba !J-51 water ~J.alrty meter 136 da-, VGQUI!tll'l (20 X 100 feetl 10() rcll ln-!illl ltNel tr.ll 500 lea::!l) 00 dil'f WWII!f ~eve• i"'dcaalY {eie::trooc well !IOUndefi 6C day in~ trof 950C <:JW ftetll ttaler 5aml)ill'1g 150 dirl <!OC feet deep ·Nel l.Xklitlle !!IIU4)tnenl bcx 1) da'f Well~ ~ruclc JSi!lge LQO day Mag"'alleic (}aiJ!le '5 da1 llPLE'lL•ll 15 day City Attorney Approved Version 2/29/16 12 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ~~MM@!';A;WMMA;W~~,m~~ State of California ,7'\ y:; -!8'-County of V 1 {LJJ e., J/JJ /2Dii.R before me, On } I hate Here Insert Name and Titl ~ffionally~~ared~~-~~~p~·~m~~~~~~:~~~~S~D~h~~~=-~~~·~~~~~~~~~ Name(s) of Siil/ier(s) Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person~ whose name~ is/~ subscribed to the within instrument and acknowledged to me that he/SRi:'tloliy executed the same in his/A8F:'tlol8ir authorized capacity(ie&), and that by his/l:lir'tRiir signature(*on the instrument the person(~, or the entity upon behalf of which the person~ acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document:-------------------------------~ Document Date: ____________________ Number of Pages: _________ __ Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: _____________ _ 0 Individual 0 Corporate Officer-Title(s): 0 Partner - 0 Limited 0 General U Attorney in Fact 0 Trustee 0 Guardian or Conservator / 0 Other:------------""""?"""'/---_ // Signer Is Represe~---- RIGHTTHUMBPfliNT OFSIG~•ER Top _of thumb here Signer's Name: _______________ _ 0 Jndividual 0 Corporate Officer-Title(s): ________ __ 0 Partner - 0 Limited 0 General 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: ____________ __ Signer Is Representing: _______ __ RIGHT THUMBPRINT OF SIGNER Top of thumb here c 07 National Notary Association • 9350 De Soto Ave., PO. Box 2402 • Chatsworth, CA 91313-2402 • www.NationaiNotary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ~~,@:<?",@:<?"~~~~~~~~~~ State of California } County of Z/<::li;:f/~ . . On "-l-}tk~D/b b~me, ,j,.66J2l.A ~-~qQ,-~001."~ /)<Jj;,C.. personally appeared -I~ ra4le& 12 <;;__J'"e?./)/)/l/1 --··---~ Name(s) of Signer(s) Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(-81 whose name~ is.tafe-subscribed to the within instrument and acknowledged to me that he/sF!s,'tloley executed the same in his/her/their authorized capacity(i@81, and that by his/R9r,'tloleir signature~ on the instrument the person~, or the entity upon behalf of which the person~ acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Though the information below is not required by Jaw, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document:-------------------------------- Document Date: ____________________ Number of Page~_/ ________ _ Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: _____________ _ 0 Individual 0 Corporate Officer-Title(s): 0 Partner-0 Limited 0 General 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: --------r--- /// Name: ______________ ___ Individual 0 Corporate Officer-Title(s): ________ _ 0 Partner-0 Limited 0 General 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: _________ _ Signer Is Representing: _____ _ RIGHT THUMBPRINT OF SIGNER Top of thumb here National Notary Association • 9350 De Solo Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.NationaiNotary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827 AGREEMENT FOR AS-NEEDED MATERIALS TESTING SERVICES (SCST, INC.) / THIS AGREEMENT is made and entered into as of the 2 q-tfl._ day of se~ , 20~ by and between the CITY OF CARLSBAD, a municipal corporat1o ~CST, Inc., a California Corporation, ("Contractor"). RECITALS A. City requires the professional services of an engineering firm that is experienced in materials testing. B. Contractor has the necessary experience in providing professional services and advice related to materials testing on private as well as municipal projects. C. Contractor has submitted a proposal to City 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. 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 one year from the date first above written. The City Manager may amend the Agreement to extend it for three additional one 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. TIME IS OF THE ESSENCE Time is of the essence for each and every provision of this Agreement. 5. COMPENSATION The total fee payable for the Services to be performed during the initial Agreement term will be six hundred thousand dollars ($600,000). No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. If the City elects to extend the Agreement, the amount shall not exceed six hundred thousand dollars ($600,000) per Agreement year. The City reserves the right to withhold a ten percent ( 10%) retention until City has accepted the work and/or Services specified in Exhibit "A". City Attorney Approved Version 2/29/16 Incremental payments, if applicable, should be made as outlined in attached Exhibit "A". 6. 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. 7. 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 with holdings 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. 8. 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. 9. OTHER CONTRACTORS The City reserves the right to employ other Contractors in connection with the Services. 10. INDEMNIFICATION Contractor agrees to indemnify and hold harmless the City and its officers, officials, employees and City Attorney Approved Version 2/29/16 2 volunteers from and against all claims, damages, losses and expenses including attorneys fees arising out of the performance of the work described herein caused by any negligence, recklessness, or willful misconduct 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. 11. 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-:VII"; 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. 11.1 Coverage and Limits. Contractor will maintain the types of coverage and minimum limits indicated below, unless the 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. 11.1.1 Commercial General Liability Insurance. $2,000,000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit. 11.1.2 Automobile Liability. (if the use of an automobile is involved for Contractor's work for City). $1,000,000 combined single-limit per accident for bodily injury and property damage. 1 0.1.3 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. 11.1.4 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. City Attorney Approved Version 2/29/16 3 11.2 Additional Provisions. Contractor will ensure that the policies of insurance required under this Agreement contain, or are endorsed to contain, the following provisions: 11.2.1 The City will be named as an additional insured on Commercial General Liability which shall provide primary coverage to the City. 11.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. 11.2.3 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. 11.3 Providing Certificates of Insurance and Endorsements. Prior to City's execution of this Agreement, Contractor will furnish certificates of insurance and endorsements to City. 11.4 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. 11.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete and certified copies of any or all required insurance policies and endorsements. 12. 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. 13. 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. 14. 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. 15. 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. 16. NOTICES City Attorney Approved Version 2/29/16 4 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. For City Name Fred Gaines Jr. Title Management Analyst Department Transportation/CM&I City of Carlsbad Address 1635 Faraday Ave Carlsbad, CA 92039 Phone No. 760-602-7557 For Contractor Name Neal w Clements, p E Title Owner/CEO Address 6280 Riverdale Street Phone No. Email San Diego, California 92120 619-280-4321 nclements@scst com 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. 17. 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 four categories. 18. 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. 19. DISCRIMINATION AND HARASSMENT PROHIBITED Contractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment. 20. 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 (1 0) 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 City Attorney Approved Version 2/29/16 5 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. 21. 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 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. 22. 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. 23. 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. City Attorney Approved Version 2/29/16 6 24. JURISDICTION 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. 25. 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. 26. 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. 27. 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. CONTRACTOR By: (sign here) , Neal W Clements, P E -President (print name/title) By: ~ere) John Kirschbaum -Secretary (print name/title) CITY OF CARLSBAD, a municipal corporation of the State of California AUTHORIZED TO SIGN ~y Manager of' Mayor or-Divisior 1 Oil ect01 as authorized by the City Manager)] ATTEST: BARBARA ENGLESONL_ City Clerk If required by City, proper notarial acknowledgment of execution by contractor must be attached. lf a corporation, Agreement must be signed by one corporate officer from each of the following two groups. City Attorney Approved Version 2/29/16 7 Group A Chairman, President, or Vice-President Group 8 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. APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: __ -=~~~~~----~--- Assistant City Attorney ~~ AGREEMENT FOR AS-NEEDED MATERIALS TESTING SERVICES (SCST, INC.) City Attorney Approved Version 2/29/16 8 EXHIBIT "A" SCOPE OF SERVICES Contractor shall perform as-needed materials testing services in accordance with the city's Request for Qualifications with Fee Proposal dated April 25, 2016. The agreed upon billing rates for services outlined in said proposal are attached hereto. Any rate increases are subject to negotiation and approval by city staff. If the use of subcontractors is approved by the City, they shall be billed at cost plus 10%. City Attorney Approved Version 2/29/16 9 SCST, Inc.-City of Carlsbad On-Call SdNtlllk of Fen for Profnsit»uul Sltnkn-Prntlillng Wage Elfecdn Ja.., 1, 2016 PROFF.SSIONAL SER\1CES Jf»rofnsioul (Engineering, G«<loD, En'Piro,.,.ltll) SCST.In<. C.,..porat• W.aclquarla" fl}!l() R,..,,tf.l• )tr••l s.,. D·•go CA 92120 ; 019 2&0 4j21 ; 877 215 432'; . 6197604117 , WW'#f.$('.$t (0"'1 l~ncipal Engineer/<Jeologist ........................................................................................................................ $174 Senior Engineer/Oeologist ............................................................................................................................... 146 Staff Engineer/Geologist ................................................................................................................................. 1 I 6 :rec:llllkia & lupedor l~ly Con1r0l Specialist .............................................................................................................................. $106 (iroup 1 .............................................................................................................................................................. 98 (Jroup 2 .............................................................................................................................................................. 98 (lroup 3 .............................................................................................................................................................. 98 ()ff Site Inspector ............................................................................................................................................... n Coring .............................................................................................................................................................. 120 JProj«t Mt~~UWmtent li>roject Manager ............................................................................................................................................. S 121 :rrrnel tl1lll Miseelllmlou l~ck Up ....................................................................................................................................................... $66/trip Travel Tl.ll1e ........................................................................................................................................ Hourly Rate ()vertiJne and Saturday Rate ........................................................................................ J .5 " Regular Hourly Rate Sunday and Nationally RCC0J11i7.ed Holiday Rate (including the da)' after Thanksgiving) .... 2 " Regular Hourly L\80KATOKl' TI'-'HM SoU and AlfiYflll~ Ra!e ,!\&?5~90 C9an• A88RJII&8 (~al :106, o'\STM C I ~7) "'"'"""'""""'"""''''"·'·"·· .......................................... $38 Absorption Fine Aggregate (Cal2fJ7, ASTM Cl28) ......................................................................................... 38 CalifUiuia Bemiug btiu iucl~Jtlto1. Mu Dl!u!oilty M~tJ1ud C (ASTM 0834) .................................................... l'l18 California Impact (Ca1216) ............................................................................................................................. 206 Clay UJMPA 1ft At~gAtt/Ptr !)Jte (A~ I M l'l41) ....................................................................................... 1:.! I Cleanness Value-I" and Smaller (Cal 227) ..................................................................................................... 90 Claftll& VAlllt -l..Aftet 0\AJ\ I' (CalL!./) .................................................................................................... IJ~ Consolidation (ASTM 02435) ........................................................................................................................ 200 Cvu ~i vity Ta.tiug (3vlu1Jie Clalut ill~ will 3ulfutcs, pH wtll l\t$lsLi vlty J .. .. • .. .. .. • .. .. . ... . .. .. . .. • .. .. .. .. . .. .. .. . .. .. liH Crushed Particles/Size (Cal205, ASTM 0693) .............................................................................................. 121 J)irf'J:t Sbrftf (ASTM I)JOIO} .......................................... ,,.,, .. u, .. ,, .. ,, ...... ,, .. , ... ,,.,,,,,,,,,,,., •• ,,,.,,, •• ,.~,,,,l,.,l._,.~.,, ... WK Durability factor (Ca1229, ASTM 03744) .................................................................................................. 97 Durability Index (Cal229, ASTM 03744) ...................................................................................................... 224 Expansion Index (ASTM 04289) .................................................................................................................... 177 City Attorney Approved Version 2/29/16 10 Fine Aggregate Angularity (AASHTO T304) ............................................................................................... $200 Fineness Modulus (ASTM Cl36) ...................................................................................................................... 24 Flal &: Elongated PiecesiSize (ASTM D4791) ................................................................................................ 121 Ught Weight Pieces (ASTM C123) ................................................................................................................ 149 Uquid Umit (CaJ 204, ASTM 04318) .............................................................................................................. 58 Los Angeles Abrasion-larger than I 112" (CaJ 211. ASTM C535) ............................................................... 237 Los Angeles Abrasion -I 112" and smaller (Cal 211. ASTM C I 3 I ) ............................................................. 224 Maximum Density Check Point (ASTM 0698101557) .................................................................................... 88 Maximum Deusityf()ptimum Moisture-4" (ASTM 01557) .......................................................................... 200 Maximum Density/Optimum Moisture -4" (ASTM 0698) .......................................................................... 183 Maximum Densityf()ptimum Moistun: -6" (ASTM 0 1557) .......................................................................... 220 Maximum Density/Optimum Moisture-6" (ASTM 0698) ............................................................................ 200 Minimum Density (ASTM 01556) .................................................................................................................... 74 Moisture Content (Cal226, ASTM C566, ASTM 02216) .............................................................................. 38 Natural Density -Chunk Sample (ASTM 02937) ............................................................................................. 41 Natural Moisture/Density Ring or Core Sample (ASTM 02937) ..................................................................... 35 <>rganic Impurities (Cal213. ASTM C40) ........................................................................................................ 59 ()rganic Matter (ASTM 02974) ........................................................................................................................ 59 Permeability Remold Sample includes Maximum Density (ASTM 02434) .................................................. 400 Penneability Remold Sample ineludes Maximum Density C ASTM 05084) .................................................. 560 Penneability Uodisturbed Sample (ASTM 05084) ......................................................................................... 360 Petrographic Analysis (Cal 215, ASTM C295) ............................................................................................ Quote pH&: Resistivity (Cal204, ASTM 04318) ..................................................................................................... 126 Plastic Umit (Cal204, ASTM 04318) .............................................................................................................. 69 Plasticity Index (Cal643, ASTM GSl) ........................................................................................................... 127 Residual Shear (ASTM 06467) ....................................................................................................................... 442 Rock Correction (ASTM D4718) ................................................................................................................... 26 R-Value (Cal301, ASTM 02844) ................................................................................................................... 276 Sand Equivalent (Cal217, ASTM 02419) ........................................................................................................ 88 Sieve Analysis (Cal202, ASTM Cl36. ASTM 0422) ...................................................................................... 90 Sieve Analysis Pit Sample (Cal202, ASTM Cl36) .................................................................................. 128 Sieve Analysis with Hydrometer (Cal 203, ASTM 0422> .............................................................................. 200 Soil Cement Compression Strength (Cal 312. ASTM 01632) .......................................................................... 51 Soil Cement Cylinder Fabrication (Ca1312, ASTM 01632) ....................................................................... 103 Soluble Chlorides (Cal 422) ............................................................................................................................... 62 Soluble Sulfate (Cal 417) ................................................................................................................................... 62 Soundness 5 Cycles/Size (Cal214, ASTM C88) ............................................................................................. 121 Specific Gravity Coarse Aggregate (CaJ 206, ASTM Cl27) ........... ... .... ........... .. ... .... . ... .. .. . . .. .................. 61J Specific Gravity Fine Aggregate (Cal207, ASTM Cl28> ............................................................................... 74 Triaxial Shear Consolidated-Undrained (ASTM 04767) ................................................................................ 330 Triaxial Shear Unconsolidated-Undrained (ASTM 02850) ............................................................................ 150 Triaxial Staged Consolidated-Undrained (ASTM 04767) ............................................................................. 420 Triaxial Staged Unconsolidated-Undrained (ASTM 02850) ......................................................................... 210 Unconfined Compression (ASTM 02166) ...................................................................................................... 162 Unit Weight Aggregate (Cal 212. ASTM C29) ........................................................................................... 52 City Attorney Approved Version 2/29/16 11 A.1pluJJt Conenu Asphalt Conformance Testing full (inc. % Bitumen, SA Extracted. (2) llveern. Maximum Theoretical. (2) StabilOIDeter Value) ....................................................................................................................................... $833 Asphalt Conformance Testing Modified (inc. % Bitumen, SA Extracted. (2) Hveem) ................................... 465 Asphalt Core Specific Gravity (cal 308. ASTM 02726) ................................................................................... 58 Asphalt Core Specific Gravity Waxed (Cal308, ASTM 01188) ..................................................................... 74 Emulsion Content (CI'M 382) ......................................................................................................................... 178 Film Stripping (Cal.302) .................................................................................................................................. 178 Gyratory COJDpaCted Plug (AASIITO T312) .................................................................................................. 133 Hamburg Wheel-Plant Produced HMA (AASIITO T3241Cal·Trans Section 39) ........................................... 900 Hveem-Maximum Bulk SpecifiC Gravity (Ca1308) ..................................................................................... 133 Hveem & Stabilometer Value (cal 366) .......................................................................................................... 168 Ignition Oven Conection Factor (AASifl'O T308) ........................................................................................ 500 Marshal Density, Stability & Row CASTM 06927) per plug ......................................................................... 168 Marshal Density (ASTM 06926) per plug ...................................................................................................... 133 Moisture Content of Aspbalt Mixtures Using Microwave (Cal370) ................................................................ SO Moisture Vapor Susceptibility (Cal 307) ......................................................................................................... 259 Optimum BitUJnCO Conrent (Cal 367) ......................................................................................................... 3,100 Percent Bitumen Asphaltic Concrete (Cal382. ASTM 06.307) ....................................................................... 183 Rice· Maximum Theoretical Specir~e Gravity AC (Cal 309. ASTM 02041) ................................................ 133 Sieve Analysis-Extracted Agregate (Ca1382, ASTM 05444) ..................................................................... 89 Stability and Row (ASTM 01559) ................................................................................................................. 147 Stabilometer Value (Cal 366) .......................................................................................................................... 147 Superpave Aggregate Qualities (Standard Cal-Trans Section 39 Requirement..) ... ..... ................................. 1,050 Superpave Mix Design-No RAP testiOB or Aggregate Qualities (AASHTO R35/Cal· Tram; Section 39) .... 6, 700 Superpave RAP Testing-FniCtionated (ASTM 02172/AASifl'O T3081CaJ-Trans SeL-tion 39) ................... 5, 700 Superpave RAP Testing-Not Fractionated (ASTM 02172/ AASHTO T3081Cai-Trans Section 39) ............ 2,8SO SweU Aspbalt Concrete (Cal 305, ASTM 0156 I) .......................................................................................... 147 Tensile Strength Ratio-Plant Produced HMA (AASHTO T283) .................................................................... 900 Wet Track Abrasion (ASTM 03910) ........................................................................................................... 285 2X2 Cube Compres..'iion ................................................................................................................................... $21 Concrete Core Compression (ASTh1 C42) ....................................................................................................... 59 Conc.:rete Cylindel' Compression CCal521. ASTM C39) ................................................................................... 27 flex Beam Modulus of Rapture (Ca1523. ASTM C78) .................................................................................... 74 Modulus Elasticity (Cal522. ASTM C469) .................................................................................................... 261 Shotcrete Mockup Panel (ASTM Cll40) ...................................................................................................... 1040 Shotcrete Panel, 3 Cores-Compression (CBC) ............................................................................................. 290 Shrinkage-Hardened Concrete (ASTM Cl57-Modified! .............................................................................. 371 Split Tensile, Concrete Cylindel' <ASTM C496) .................................................................................... 74 Time of Set (ASTM C403) .............................................................................................................................. 200 Trial Batch Beam (Ca1523, ASTM Cl92) ........................................................................................................ 69 Trial Batch Concrete Cylinder(Cal 521. ASTM Cl92) ................................................................................... 38 Trial Batch Fabrication (ASTM CI92) ............................................................................................................ 298 Unil Weight. Hardened Concrete (ASTM C642) .......................................................................................... 45 Unir Weight. Ughtweight Concrete (ASTM C567) .......................................................................................... 59 City Attorney Approved Version 2/29/16 12 Masonry Absorption Block (ASTM C140) ..................................................................................................................... $38 Compression Adobe .......................................................................................................................................... 52 Compression Block, Standard (ASTM Cl40) ................................................................................................... 50 Compression, Brick (ASTM C67) ..................................................................................................................... 38 Efflorescence Block ........................................................................................................................................... 59 Efflorescence, Brick (ASTM C67) .................................................................................................................... 45 Grout Prism Compression (ASTM CI019) ....................................................................................................... 27 Masonry Core Compression (ASTM C42) ........................................................................................................ 51 Masonry Core Shear (CBC 2105A.4) ................................................................................................................. 92 Masonry Prism Compression (ASTM E447) ................................................................................................... 149 Monar Bond Strength-Pull Test (ASTM C4S2) ............................................................................................. 62 Mortar Cylinder Compression ............................................................................................................................ 27 Mortar Shear Strength (ANSII18) .................................................................................................................... 53 Relative Mortar Strength (Cal515) ................................................................................................................... 53 Shrinkage-Masonry Block. (ASTM C426) .................................................................................................... 252 Trial Grout Prisms (ASTM C942) ..................................................................................................................... 38 Water Retention and Air Content (ASTM C270) ............................................................................................ 468 Metal Bend Test, Reinforcing Steel (ASTM A615) .................................................................................................. S45 Bend Test. Structural Steel (ASTM A370) ........................................................................................................ 60 Bolt Assembly-Hardness Test ......................................................................................................................... 74 Bolt Assembly-Tensile & Proof Load Test ..................................................................................................... 74 Modulus of Elasticity (Steel) ........................................................................................................................... 146 Tensile Strength #3-#8 Bar (ASTM A6151A706) ........................................................................................... 74 Tensile Strengtb#9 ·#II Bar (ASTM A615/A706) ......................................................................................... 90 Tensile Strength #14-#18 Bar (ASTM A615) ............................................................................................ Quote Tensile Strength, Structural Steel (ASTM A370) ............................................................................................ 121 Miscellan41ous Fire Proofing Density Test (ASTM E605) ........................................................................................................ $69 Fiber Reinforced Polymer, Tensile (ASTM 03039) ........................................................................................ 520 Rebound Hammer C-alibration ........................................................................................................................... 40 Material Preparation ....................................................................................................................................... 40/hr Relative Humidity Test (ASTM F2170) ....................................................................................................... 40/kit Concrete Vapor Emission Kits (ASTM Fl869) ............................................................................................ 36/kit Test Chambeund Water Spray Rack (ASTM EIHI5) ........................................................................... 275/hour l\1iscellancous Charges .............................................................................................................................. Various Default Expense .......................................................................................................................................... Various City Attorney Approved Version 2/29/16 13