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CONTRACT 5582 Public Works Contract CLOSED Agreement No. 5582 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND WILLIAMS PIPELINE CONTRACTORS, INC. WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 This CONTRACT is entered into this 19th day of Sente.mber,2018,by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and Alillianus Pivetine Contractors. Inc.. a Catifoniia Comoration, ("the Contractor"). 1. WORK. A. The Contractor will provide all work required by the Contract Documents (the "Work'. The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing;vehicles;transportation;office space and facilities;all tests,testing and analyses;and all matters whatsoever(except as otherwise expressly specified to be furnished by the City)needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents"means the Notice Inviting Bids;Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed Five i-iundred Ivor-ty Two Thousand. Five Hundred i+oi1v Foui- and Zero Cents ($ 42,5 . 10)for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within Sixty-Five (65) working days (the "Contract Time.') I-D-1 Agreement No. 5582 B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: i. The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed,and numbered purchase order and notice to proceed. D. By signing this Contract,the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. 5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code §9201,the City will promptly inform the Contractor regarding third-party claims against the Contractor,but in no event later than ten(10)business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents,the Contractor agrees to indemnify and defend the City against any third-party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense,will obtain and maintain during the Contract Time,all necessary permits,licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents,data,studies,drawings,maps,models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired,but will deliver all original materials to the City upon the City's written notice. 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents,and any approval of such insurance by the City,are not intended to and will not I-D-2 Agreement No. 5582 in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance,bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents,proceedings and activities. The Contractor will retain such financial and program service records for at least three (3)years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Citv The Contractor Public Works Williams Pipeline Contractors,Inc. City of El Segundo P.O. Box 1120 350 Main Street, Somis, CA 93066 El Segundo, CA 90245 Attn: John H. Williams Attn: Arianne Bola Any such written communications by mail will be conclusively deemed to have been received by the addressee three(3)days after deposit thereof in the United States Mail,postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. I-D-3 Agreement No. 5582 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents,precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications. 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and,as so modified,such portion and the balance of this Contract will continue in full force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager,or designee,may execute any such amendment on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract,and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions,the same as if the words importing such covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. I-D-4 Agreement No. 5582 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO Williams Pipeline Contractors, Inc. ...._. Ge arW — kW.i..l_liams, President C Manager ATTES.": Taxpayer ID No. . � ..". ..2c 2,0-7 S Tracy eGtte ;' City Clerk Contractor State License No.: 3-53529 Contractor City Business License No. APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney By: .mm David H. Kiai,g. assist=t City Attorney Insurance Reviewed by -V \Cb I-D-5 LL- PURPOSE CERTIFICATE OF ENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. , I, State of California } County of Orange } On SEP 2 0 2018 before me, Beata A. Sensi, Notary Public (Mere Insert name and hue of the Otllcer) 1 personally appeared John H. Williams who proved to me on the basis of satisfactory evidence to be the person(*whose names) islefe subscribed to the within instrument and acknowledged to me that he/sheithey executed the same in histher/their authorized capacity(yes), and that by hisltheFIr signature* on the instrument the person(s), or the entity upon behalf of which the person(&) acted, executed the instrument. I certify under PENALTY OF PERJURY under th I cf the State of California that the foregoing paragraph is true and correct. BEATAA.SENSI :ry r Notary Public-California •f^'r Orange County Commission#2222034 y M WITNESS m hand and official seal. i MY Comm,Ex p res Dec 14,2021 �, m" �1IWod..�e.i.,qmno^�,mal'+tlru4rm" om wlllgpw,,u et"�_Z' —A No P tic Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM u This form complies ivith current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed,should be completed and attached to the document.Ackno6vedgents from other states may be completed for documents being sent to that state so long as the Cn bra C _ wording does not require the California notary to violate California notary law. (Title or description of attached document) • State and County information must be the State and County where the document Williams Pipelirle Contractors, Inc. signer(s)personally appeared before the notary public for acknowledgment • Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her Numberof Pages Dt7mment Date 9 commission followed by a comma and then your title(notary public) • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. he/she/the)­is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual (s) information may lead to rejection of document recording 0 Corporate Officer • The notary seal impression must be clear and photographically reproducible President Impression must not cover text or lines If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form ❑ Partner(s) ( • Signature of the notary public must match the signature on file with the office of the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. Other Indicate title or type of attached document,number of pages and date. ❑ Indicate the capacity claimed by the signer. If the claimed capacity is a { corporate officer,indicate the title(i.e CEO,CFO,Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 Securely attach this document to the signed document with a staple. Agreement No. 5582 Executed in Duplicate FAITHFUL PERFORMANCE BOND WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Bond No. Z?mm6 q 7 Bond Fee: $7,229W Williams Pipeline Contractors. Inc. ("PRINCIPAL") and North American Specialty Insurance Company . a corporation incorporated under the laws of the State of New Hampshire and licensed by the State of California to execute bonds and undertakings as sole surety,as surety("SURETY"),are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of Five I-ILandred Forty Two Thousand.Five Hundred Forte Four Dollars and Zero Cents($542,5 1,00),lawful money ofthe United States,which may be increased or decreased by a rider hereto executed in the same manner as this bond,for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns,jointly and severally,by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all ofthe conditions and stipulations set forth in this bond,SPECIFICATIONS NO.PW 18-10,and the public works contract executed with such Specifications. In the case of any default in the performance ofthe conditions and stipulations ofthis undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 18-10, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 18-10)which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed,CITY may,at its sole discretion,cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's completion and acceptance by CITY. I-E-1 Agreement No. 5582 4. This bond is conditioned upon and guarantees due compliance with all applicable law including,without limitation,the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 18-10 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy ofthe appointment,power of attorney,bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled,or suspended, or in the event that it has,that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-E-2 Agreement No. 5582 SIGNED AND SEALED this 20th day of September ........ .1..........8 .................... Williams Pipeline Contractors, Inc. North American Specialty Insurance Company PRIM CIPAL's PRESIDENT John H. Williams SURETY's IM001UMT Shane Wolf, Attorney-in-Fact Pll .9 PAL's SECRETARY l-oye Barton-Williams SURETY's SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: 4892 North St.„ Suite C 6 Hutton Centre Dr., Suite 850 Somis, CA 93066 Santa Ana, CA 92707 NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one(1) original to City Clerk's Office. (2) Bond shall be effective for one(1)year after acceptance of the job. I-E-3 Agreement No. 5582 C�7-,r,.;t"'catla pumuantto VOW's"AD(s)Code of Civil Pmcedum C, I-OGAN County Clark of the Co State of California,in acd fore County DO ��ER'TIFYTHAT ICA of authodty aE;#n surely issued by.the GaPlfomiad lnsuln:"Incll-Gofnmissvoo�.;° ?jUlnodZingthe iIasurer to ttransact swety insurance in awo irrre oases o.�Ohe records shown in the Departrnent of ;plat.4uinomy nas iiui oeen surrenaered,revoked,canceled, Neiel::IMO L�ai,nq nand and affixed the seal of COUNTY CLERK DWuty County Clerk 3V-p-V-0-CIO _,_.AareemPnt No 558 ALL. PURPOSE CERTIFICATE TE F ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Orange } On SEP 2 ® 201 before me, Beata A. Sensi, Notary Public (Here insert name and title of the officer) personally appeared John H. Williams who proved to me on the basis of satisfactory evidence to be the persons}whose name(s) is/se subscribed to the within instrument and acknowledged to me that hefshe/they executed the same in histherftheir authorized capacity0est), and that by hisiherAhei signature* on the instrument the person(s), 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. BEATAA.SENSI Notary Public-California WITNESS my hand and official seal. r Orange County" ' '`''° Commission#2222034 My Comm.Expires Dec 14,2021 in ljlifl„mir^-4., liryn.•,wllluinn^iIIwIP.inn„w.'ul!!,. •,n iw^n, NotaryP 1� Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed,should be completed and attached to the document.Acknolwedgents from other states may be completed for documents being sent to that state so long as the C n .0.2 t.9 3 6?:? wording does not require the California notary to violate California notary law. personally PP (Title or description of attached document) • State and Countyinformation must be the State and County where the document � h' ! i Williams Pipeline Contractors, Inc. signers)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) ersonall appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed (tw • The notary public must print his or her name as it appears within his or her ,Number of Pages "�' Document Date�` commission followed by a comma and then your title(notary public) • Print the name(s) of document signer(s) who personally appear at the time of notarization CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i e. tae/she/they,is/are)or circling the correct forms Failure to correctly indicate this i ❑ Individual (s) information may lead to rejection of document recording. 0 Corporate Officer • The notary seal impression must be clear and photographically reproducible. President Impression must not cover text or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. El Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. Other Indicate title or type of attached document,number of pages and date. F1 Indicate the capacity claimed by the signer. If the claimed capacity is a • corporate officer,indicate the title(i.e CEO,CFO,Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 • Securely attach this document to the signed document with a staple. Agreement No. 5582 PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Orange } On SEP 2 0 2018 before me, Beata A. Sensi, Notary Public (Hwe mserC rnavrne and title 0 tk9e P7d'Itter) personally appeared Loye Barton-Williams who proved to me on the basis of satisfactory evidence to be the person{&) whose name(e) is/w-e subscribed to the within instrument and acknowledged to me that he/she/#hey executed the same in ti'ss/her/theif authorized capacity{iesj, and that by iris/herfteif signatures) on the instrument the person*, or the entity upon behalf of which the persons) 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, "`BEA _. TAA.SENSI Notary Public-California Orange County 5 WITNESS myhand and official seal. My Commission# I'2222034 3 Comm.Expires Dea14, 2021 lYlYll Nota rtalic Signature (Notary Public Seal) _- .......--- ........... ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT ifneeded,should be completed and attached to the document.Acknolwedgents from other states may be completed for documents being sent to that state so long as the o! a 7 3 8 wording does not require the California notary to violate California notary law. Title or description of atta c ( p wW� hod document) State and County information must be the State and County where the document Williams Pipeline Contractors, Inc. signer(s)personally appeared before the notary public for acknowledgment • Date of notarization must be the date that the signer(s)personally appeared which e o ( r description of attached document continued) must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her Number of Pages� Dowment Date ��� commission followed by a comma and then your title(notary public), Print the name(s) of document signer(s) who personally appear at the time of notarization, CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i e he/she/they,is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual (s) information may lead to rejection ofdocument recording 0 Corporate Officer • The notary seal impression must be clear and photographically reproducible Secretary/Treasure Impression must not cover text or lines. If seal impression smudges, re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk, ❑ Attorney-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document, Other 4. Indicate title or type of attached document,number of pages and date, F-1 Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i e.CEO,CFO,Secretary), 2015 Version www NotaryClasses corn 800-873-9865 Securely attach this document to the signed document with a staple. Agreement No. 5582 ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ranqe On September 20, 2018 before me, Susan E. Morales, Notary Public (Here insfll name and title eA the OlflfMrI personally appeared Shane Wolf who proved to me on the basis of satisfactory evidence to be the person(&)whose nameH is/.am subscribed to the within instrument and acknowledged to me that heisheithey executed the same in hisil ie,it'nai, authorized capacity(L-s-), and that by hWherA#etf signature(&) on the instrument the person(s), or the entity upon behalf of which the person(s) 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. COMM- It 219 WITNESS my hand and official seal. :X111 Notary Public Signature (Notary Public Seal) 0 to ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM , ,fi)on rootl;lies with currew caqorwaa statutes rvgarq,,di� norary wordinA and, DESCRIPTION OF THE ATTACHED DOCUMENT needed;,vhuuld he completed arti'l anewhM ro 011e othervam"y antsy be compkiedfi)r doctonents being sent'to them i0atesel hnig as the Bond#2269387 wording does not require the California notary to violate California notary law, ....-------P. .. .................... (Title or description of attached document) • State and County information must be the State and County where the document North American Specialty Insurance Co. signer(s)personally appeared before the notary public for acknowledgment :...................................... e Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed e The notary public must print his or her name as it appears within his or her Number of Pages 3 Document Date 9/20/18 commission followed by a comma and then your title(notary public) e Print the name(s) of document signer(s) who personally appear at the time of notarization CAPACITY CLAIMED BY THE SIGNER - Indicate the correct singular or plural forms by crossing off incorrect forms (i e he/she/they,is/aFe)or circling the correct forms Failure to correctly indicate this El Individual (s) information may lead to rejection of document recording. El Corporate Officer - The notary seal impression must be clear and photographically reproducible Impression must not cover text or lines If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form @ Signature of the notary public must match the signature on file with the office of El Partner(s) the county clerk, 2 Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document Other Indicate title or type of attached document,number of pages and date r-1 Indicate the capacity claimed by the signer If the claimed capacity is a corporate officer,indicate the title(i.e CEO,CFO,Secretary), 2015 Version www NotaryClasses corn 800-873-9865 • Securely attach this document to the signed document with a staple. I " "�'J SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Overland Park,Kansas,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Overland Park,Kansas,each does hereby make,constitute and appoint: TODD M.ROHM,CATHY S.KENNEDY,BEATA A.SENSI, CHERYL L.THOMAS AND SHANE WOLF JOINTLY OR SEVERALLY Its true and lawful Attorneys)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf ofeach of said Companies,as surety,on contracts of surelyship,as are or may be required or pennitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of. FIFTY MILLION($50,000,000-00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 91h of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." ZS By ;el S L Stivvo P,Ankr%on,Senior Vice,Presiftra orwashingion frocrnational lawronrc Company 1973 SEAL &Senior Vice President or North American Specialty Insurance Company 99 IM, By •".. .••" d a,,aa. Michael A.lto,'Son ti�TF� nylon international twornoce Coiiijjany afl,u) &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their ocial seals to be hereunto affixed,and these presents to be signed by their authorized officers this 12 da of JANIJARY 2018 ffi . ............ North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 12 day of JANUARY 2018 ,before me,a Notary Public personally appeared Steven P.Andersofl—,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michad A,Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL I M.KENNY Nolary vublk,Suva of Illinois My comaniW29an ,pa,s 14Y202i M.Kenny,Notary Public r I I 1, Jeffrev(ioldbere , the duly elected A,4sisniwt Secretary of'North American Specialty Insurance Company and Washing-ton International Insurance Company,do hereby certify That the abov.and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington international Insurance Company,which is still Ill full force and erfccll. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 20th day of SEPTEMBER 20 18 rellmy Goldberg,Vice President&Assistant Secretary or Washington In1cm0d.00 Insurance Company&Norlh American Specialty insurance Company Agreement No. 5582 Executed in Duplicate LABOR AND MATERIALS BOND WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Bond No. 2269387 Bond Fee: Premium included with the Performance Bond Williams Pipeline Contractors., Inc. as principal ("PRINCIPAL") and North American Specialty Insurance Company a corporation incorporated under the laws of the State of New Hampshire and licensed by the State of California to execute bonds and undertakings as sole surety,as surety("SURETY"),are held and firmly bound unto the CITY OF EL SEGUNDO("CITY")in the sum of Five Hundred Forty Two Thousand,Fare Hundred Foi1v Four-Dollars and Zero Cents($542.5 44,00), lawful money ofthe United States,which may be increased or decreased by a rider hereto executed in the same manner as this bond,for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns,jointly and severally,by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to contractors, subcontractors,and persons renting equipment;payment by PRINCIPAL and all PRINCIPAL'S subcontractors for all materials,provisions,provender,or other supplies,and equipment used in, upon, for or about the performance of the work contemplated in WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT, SPECIFICATIONS NO.PW 18-10("Public Project"),the public works contract executed for such Public Project,and for all work or labor of any kind performed for the Public Project.In the case of any default in the performance of the conditions and stipulations ofthis undertaking,it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 18-10, and the public works contract executed for such Specifications,copies of which is on file with CITY's Engineering Division("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 18-10), which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. 3. PRINCIPAL will pay for all materials and other supplies,for equipment used in, I-F-1 Agreement No. 5582 on, for or about the performance of the Public Project, and will pay for all work and labor thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including,without limitation,the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 18-10, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so, and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered,revoked,cancelled,annulled,or suspended,or in the event that it has,that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-F-2 Agreement No. 5582 SIGNED AND SEALED this 20th day of September T 2018 Williams Pipeline Contractors, Inc. North American Specialty Insurance Company 1'" CIPAL's PRESIDENT John H. Williams SURE"l Y s Shane Wolf,Attorney-in-Fact PRINC' PAL's SECRETAR. ' Loye Barton-Williams SURETY's SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: 4892 North St., Suite C 6 Hutton Centre Dr., Suite 850 ............. Somis, CA 93066 Santa Ana, C A 92707 .................. ................................ ....................... ................................ NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1)original to_City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job I-F-3 Agreement No. 5582 Cedfficate pursuant to 095.640(a)Code of Civil Procedure DEANC. LOGANCounty Clerk-of the County tat Of S eof California,in and for said County DO HEREBY CERTIFY THAT has ce-rtifla1VA 3V ' 11Q Co a cate of authority as an dmll d s�Fe , issued 6y flie CaRomia Insure,noµ:Ganirnsssioner authonzing Vie insurer io kansa(A st�aty instr1rdlice in th ,,,„,.of Calitovriia,arra thvoared on the rewdz snowi�in the Depaftment of Invirance websn-- gnat autnority nas not been surrenaered,revoked,canceled, annullea,or In fewitnuay dbemf,I have h: t d d ffixed ft seal of Q=n p spq nand an a said(;aunt on COUNTYCLERK Y, Deputy County Clerk B V-kAo Leaoaept No_ d.$19 ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Orange } On SEP 2 0 2018 before me, Beata A. Sensi, Notary Public (Here insert name and title of the officer) personally appeared John H. Williams who proved to me on the basis of satisfactory evidence to be the persons}whose name(* is/afe subscribed to the within instrument and acknowledged to me that hem executed the same in hist' er/threir authorized capacity0es), and that by on behalf of or the entity u h instrument theperson(s), hisHhet�tet� si nature on the p 9 f� which the person(&) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. „. BEATAA,SENSI WITNESS my hand and official seal. NotaryPublic—California ^' Orange County t Commission p 2222034 My Comm.Expires Dec 14,2021 "'J.""aa, wA, wig,„ „ ,, ,.,,a�.,44, gut,,a Not ry P tic Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies ivith current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT ifneeded,should be completed and attached to the document.Acknoltvedgents from other states may be completed for documents being sent to that state so long as the Qo n of a 9 3 B 77 wording does not require the California notary to violate California notary law, (Title or description of attached document) • State and County information must be the State and County where the document Williams Pipeline Contractors, Inc. signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed. y, • The notary public must print his or her name as it appears within his or her Number of Pages Document Date +rC commission followed by a comma and then your title(notary public), e Print the name(s) of document signer(s) who personally appear at the time of notarization, CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e he/she/the),,-is/are)or circling the correct forms,Failure to correctly indicate this ❑ Individual (s) information may lead to rejection of document recording 0 Corporate Officer • The notary seal impression must be clear and photographically reproducible President Impression must not cover text or lines If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of ii ❑ Partner(s) the county clerk. ❑ Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. Other Indicate title or type of attached document,number of pages and date F-1Otherthe capacity claimed by the signer If the claimed capacity is a corporate officer,indicate the title(i e.CEO,CFO,Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 • Securely attach this document to the signed document with a staple. __ -1....1-1-1 - Agreement No. 5582 ALL- PURPOSE CERTIFICATE, OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document towhich this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Orange } On SEP 2 0 2018 before me, Beata A. Sensi, Notary Public r (Here IrffiaNt rlarr a ona Ime at the orlicerl personally appeared Loye Barton-Williams , who proved to me on the basis of satisfactory evidence to be the personH whose name(&) is/em subscribed to the within instrument and acknowledged to me that he/she/fes executed the same in ftis/her/their authorized capacity{tes), and that by itis/herMteff signatureH on the instrument the personH, or the entity upon behalf of which the personH 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. BEATA A.SENSI Notary Public-California WITNESS my hand and official seal. 'V Orange County zort ...� .IMP,���„„,MylComm.loExpi es Deo 4��� Notary blic Signature (Notary Public Seal) I ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed,should be completed and attached to the document.Acknolwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. Title or description of attached document) • State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment. Williams Pipeline Contractors, Inc, • Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) ^t must also be the same date the acknowledgment is completed Number of Pages Document Dale • The notary public must print his or her name as it appears within his or her .,,, . commission followed by a comma and then your title(notary public) • Print the name(s) of document signer(s) who personally appear at the time of notarization, CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i,e he/she/they-is/are)or circling the correct forms Failure to correctly indicate this ❑ Individual (s) information may lead to rejection of document recording 1 0 Corporate Officer The notary seal impression must be clear and photographically reproducible Secretarv/Treasure Impression must not cover text or lines. If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of ❑ Partner(s) the county clerk I ❑ Attorney-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document Other Indicate title or type of attached document,number of pages and date F-1 Indicate the capacity claimed by the signer, If the claimed capacity is a corporate officer,indicate the title(i,e CEO,CFO,Secretary) 2015 Version www.NotaryClasses,com 800-873-9865 Securely attach this document to the signed document with a staple. Aareement No. 5582 ........... ... ......... ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Crancle On September 20, 2018 before me, Susan E. Morales, Notav Public (HRre ins,on n�ome an iilra 01 M&Wgqcef) personally appeared Shane Wolf who proved to me on the basis of satisfactory evidence to be the person(s)whose name(is) is/ffe subscribed to the within instrument and acknowledged to me that lid helshe/they executed the same in his/I.,-.;Ll„-;. authorized capacity(iers), and that by hisiher4thei signature* on the instrument the person(s), 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. C(NeYA, lt 2 1 17�"b' WITNESS my hand and official seal. CE(�Q"INIy i,lv(".'Ornrn,5'qpirss klarch 23,20'1'-” wn 'Ce 9ota46PWu6Iic Signature (Notary Public Seal) INSTRUCTIONS FOR COMPLETING THIS FORM ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT ifneeded,should be complvtM and oetached to dw elm:r4ment.Acknohvedgentsftom other states may be compleledfi)p dm°innents ba hig seno to that state sep long as the Bond#2269387 wording does not require the California notaryto violate California notary law. ................... (Title or description of attached document) • State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment North American Specialty Insurance Co. ...........-11..w............ Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed. 0 The notary public must print his or her name as it appears within his or her Number of Pages 3 Document Date 9/20/18 commission followed by a comma and then your title(notary public). - Print the name(s) of document signer(s) who personally appear at the time of notarization CAPACITY CLAIMED BY THE SIGNER * Indicate the correct singular or plural forms by crossing off incorrect forms(i e Wshe/they7 is/are)or circling the correct forms Failure to correctly indicate this El Individual (s) information may lead to rejection of document recording El Corporate Officer - The notary seal impression must be clear and photographically reproducible Impression must not cover text or lines If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form El Partner(s) - Signature of the notary public must match the signature on file with the office of the county clerk Attorney-in-Fact Additional information is not required but could help to ensure this E] Trustee(s) acknowledgment is not misused or attached to a different document A Indicate title or type of attached document,number of pages and date E:] Other -*•P Indicate the capacity claimed by the signer If the claimed capacity is a corporate officer,indicate the title(i e CEO,CFO,Secretary)- 2015 Version www NotaryClasses corn 800-873-9865 o Securely attach this document to the signed document with a staple. ............ SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Overland Park,Kansas,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Overland Park,Kansas,each does hereby make,constitute and appoint: TODD M.ROHM,CATHY S.KENNEDY,BEATA A.SENSI, CHERYL L. THOMAS AND SHANE WOLF JOINTLY OR SEVERALLY Its true and lawful Attorneys)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of. FIFTY MILLION($50,000,000-00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9d`of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." oo h. By 6 4, S L i ASlo to P.Anderton,Senior Vice President of Washingion jtju�rniitknnul insurance Company SEALL 1973 st,!, Senior Vice President of North American Specialty Insurance Company rty :A 11111110rr 0M By Michael A.Ito,Senior Vice veesidcu�,�., lorml I"Itirancp Cooi-pniicyusgsn - &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seats to be hereunto affixed,and these presents to be signed by their authorized officers this 12 day of JAN['ARY 2018 . North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 12 day of J AN�J A R Y ,2018 ,before me,a Notary Public personally appeared Steven P,Anderson ,Senior Vice President of Washington International insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M.KENNY Nolin MW y Punk-Stall-, Illinois y rofnrru,WQPE,iv— IWQ2021 M,Kct%ny,Notary Public r, 1, Jeffrev Goldberg . the duly elected hssisTLMt Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certiry that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 20th day of SEPTEMBER 20 18 Je[TrLy GaldberL,Vice President&Assistant Secretary of Washington International Insurance Company&North Amuncan Specialty l.sufwee Company Agreement No. 5582 PROPOSAL FOR THE WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Date AlO 1,20 AtAXI Company Name: WJ)tg,,M5' TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site,Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents,access and any other field conditions which may effect bid prices.If this proposal is accepted for award,BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule.BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of El Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work,that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed.THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT.It is agreed that the unit and/or lump sum prices bid include all apparent expenses,taxes,royalties,and fees.In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of El Segundo's notice of award of contract to the BIDDER,including sending by U.S.Mail a Public Works Contract for signature by the Awardee,the proceeds of the security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof'may, at the City of El Segundo's option, be considered 111.111 and void. 1-c-I Agreement No. 5582 EtlUAL ENIPLOYi' ENT OPPORTUNITY COMPLIANCE BIDDER certifies that in all previous contracts or subcontracts,all reports which may have been due under the requirements of any agency,State,or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder.Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of El Segundo is personally interested,directly or indirectly,in this proposal;that this proposal is made without connection to any other individual,firm,or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. i-C-2 Agreement No. 5582 BID SCHEDULE WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Company Name: ............................. ITEM DESCRIPTION UNIT QTY UNIT AMOUNT NO. PRICE IN FIGURES Mobilization/Demobilization LS I............. Traffic Control, Public Safety and $ 2 Convenience LS 0- Z Z/00- — .................- ........... 3 Utility Potholing LS 1 $-7, 200- $.....-712 U 0 Bracing -71200Bracing and Shoring 4 LS I $ 214-100" $..x,61001- Construct 61001- Construct 8-inch Ductile Iron (Class 52) Water Main including all Fittings and Appurtenances, Trench Trench 5 Pipe BeddingTrench Backfill, LF 930 $ ;p- Resurfacing, and Temporary and Permanent Traffic Striping and Markings Install 8-inch Gate Valve and 600 - $ d00- 6 Adjustable Valve Box EA 7 $_) .............. .... .............................. ............. ......... Install 10-inch Gate Valve and 7 Adjustable Valve Box EA I $ 3 uo- $ Construct Fire Hydrant Connection complete including Hydrant Lateral, all Fittings and Appurtenances, Hydrant, 8 Gate Beddng , ch ipe EA 2 $TrenBackfill, Trench $...../...... ......... Resurfacing, and Temporary and Permanent Traffic Striping and Markings I-C-3a Wrepntn Nq 5A82M S PIPELINE CONTRACTORS I'NM P.O.BOX 1120 SOMIS,CA 93088 ITEM DESCRIPTION UNIT QTY UNIT AMOUNT NO, PRICE IN FIGURES Abandon Existing Fire Hydrant Complete including Removal of Hyrant 9 Resu facinlg� Construct onaof Cng, Trench lTrench EA 2 Concrete Plugs, Restoration of Sidewalk and/or Landscaping Construct 1-inch Water Service Connection,Remove and Replace Existing Meter and Meter Box and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 10 Pipe Bedding, Trench Backfill, Trench EA 17 $ ► ' $ 3 �3w� Resurfacing, and Temporary and Permanent Traffic Striping and Markings, Repair Existing Landscape/ Hardscape/Concrete in Kind. New Water Meter to be Spectrum 50 Metron Water Meter and Water Meter Box to be New DFW37C. Construct 2-inch Water Service Connection, Remove and Replace Existing Meter and Meter Box, and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 11 Pipe Bedding, Trench Backfill, Trench $ OU Resurfacing, and Temporary and EA 5 Permanent Traffic Striping and Markings, Repair Existing Landscape/ Hardscape/Concrete in Kind.New Water Meter to be Spectrum 130 Metron Water Meter and Water Meter Box to be New DFW65CH. T-C-3b Agreement No. 5582 W I L L I A M $ PIPELINE CONTRACTORS INC. P.O.BOX 1120 SOMIS,CA 93066 ITEM DESCRIPTION UNIT QTY UNIT AMOUNT NO. PRICE IN FIGURES Connect to Existing Water Main including all Pipe, l'ittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench 12 Resurfacing, and Temporary and EA 4 $ -zoo - Permanent Traffic Striping and Markings, Removal of Interfering Portions of Existing Pipe and Valves, and Cut and Abandon Existing Water Main(s) and ......J............._' Alternative Bid Items (Determined by the City on as-needed basis) Remove and Replace 4'-6" x 6'-6" 13 (nominal) Water Meter Vault Hatch per EA I $ A-U-0" -plan and specifications Remove and Replace 8'-6" x 6'-6" 14 (nominal) Water Meter Vault Hatch per EA 2 $11210doell plans and s iecifications ................... Misc. Concrete Improvements 15 SF 224 $ Z $ 41 bey- Cold Mill and overlay top 2" asphalt 16 concrete per specs for full width of the SF 29,000 $ ;Z- 10 streets, including necessary valve and $_6.'aq00 manholeadiustments. stril L11161- 17 "M�­Water_Irn"&'2vej.11e1'1tS LS $40,000 $40,000 TOTAL BID ITEM ITHROUGH 17 $ J, ..................... TOTAL BID WRITTEN IN WORDS: I-C-3c Agreement No. 5582 (BLANK PAGE) I-C-3d Agreement No. 5582 BIDDER'S INFORMAVON Company Name: BIDDER certifies that the following information is true -ect: Form of Legal Entity (i.e., individual, partnership coy iaoratio „ etc.) /) I If corporation,State of incorporation (i.e., California) L-A/i rt.h'r7 La" Business ---W-J-LA-A 4LA-S PIPELINE CONTRACTORS INC. Address P.O.BOX 1120 ........... Telephone No. Facsimile No. State Contractor's License No.and Class Original Date Issued—�- )) �) [d Expiration Date 4-2o The following are the names,titles,addresses,and phone numbers of all individuals, firm members,partners,joint venturers, and/or corporate officers having principal interest in this proposal: , --2,131 ,,At6vY4 IVX & L14('41101t)e, 7dho U)144'�tnr Jk�- VA,,aidel- nMora,1,14, Vi The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: IJ )A All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: N1 I-C-4 Agreement No. 5582 :BIDDEIVS INFORMATION(CONTINUED) Company Name: W I L I A PIPELINE CONTRACTORS INC. P.O.BOX 1120 SOMIS,CA 93066 Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: 1-krileolcic Title: ICU (�IIA19 "r,/rl I-C-5 Agreement No. 5582 IN WITNESS WHEREOF,BIDDER executes and submits this proposal with the names,titles, hands, and seals of all a forenamed principals this 23rd day of August 2018 . BIDDER Williams Pipeline Contractors, Inc. ��' "� oi. fi✓"''.,fir ��� �" John H. Williams, Jr., Vice resident Subscribed and sworn to this 23rd day of August 20 18. NOTARY PUBLIC ***See Attached CA All-Purpose Acknowledgment'** I-C-6 ALL- PURPOSE CERTIFICATE, "F ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of Orange } f AUG 2 201$ Beata A. Sensi, Nota Public , On before me, Notary (Here insert name and title of the ohimr) personally appeared John H. Williams, Jr. who proved to me on the basis of satisfactory evidence to be the person*whose name* is/.am subscribed to the within instrument and acknowledged to me that hefsheithey executed the same in hisHie,ftheir authorized capacity0es), and that by histher4thei signature( on the instrument the person(s), 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. BEATAA,SENSI Notary Public-California Orangunly WITNESS m hand and official seal, T Commission C 222 y Commission#2222034 ( My Comm.Expires Dec 14,2021 Notary,l�ttb` Signature (Notary Public Seal) .-..........._. ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed,should be completed and attached to the document.Acknolwedgentsfrom other states may be completed for documents being sent to that state so long as the Pro l wording does not require the California notary to violate California notary law. (Title or diesc1plion of attached document) • State and County information must be the State and County where the document Williams Pipeline Contractors, Inc. signer(s)personally appeared before the notary public for acknowledgment. Title or • Date of notarization must be the date that the signer(s)personally appeared which ( description of attached document continued) must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her Number of Pages Document Date /8 commission followed by a comma and then your title(notary public) • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i,e, he/she/they,is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual (s) information may lead to rejection of document recording. 121 Corporate Officer • The notary seal impression must be clear and photographically reproducible. Vice President Impression must not cover text or lines If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form • Signature of the notary public must match the signature on file with the office of ❑ Partner(s) the county clerk ❑ Attorney-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document Other Indicate title or type of attached document,number of pages and date, Indicate the capacity claimed b the signer If the claimed capacity is a ❑ P h' Y g P tY corporate officer,indicate the title(i e.CEO,CFO,Secretary), j2015 Version www NotaryClasses corn 800-873-9865 Securely attach this document to the signed document with a staple. Agreement No. 5582 PROPOSAL GUARANTEE BID BOND WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 KNOW ALL MEN BY THESE PRESENTS that, Williams Pipeline Contractors, Inc. , as BIDDER, and North American Specialty Insurance Company,as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of Ten Percent of the Bid Amount DOLLARS ($ 10% of the Bid ),which is ten(10%)percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum,BIDDER and SURETY agree to be bound,jointly and severally,firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that,whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project,if said bid is rejected,or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified,then this obligation shall be null and void,otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names,titles,hands, and seals this 23rd day of August . 2018 , BIDDER* Williams Pioeline Contractors, Inc. 4892 North St„ Suite C Somis, CA 93066 (805)386-2393 John H. Williams, Jr., Vice President SURETY* North American Specialty Insurance Company 6 Hutton Centre Dr., Suite 850 Santa,dna, CA 9210 (714)550-7799 Shane Wolf,Attorney-in-Fact Subscribed and sworn to this 23rd day of August , 2018 NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I-C-7 Agreement No- 558 ALL- PURPOSE CERTIFICATE OF' ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate I is attached,and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On AUG 2 3 2018 before me, Beata A. Sensi, Notary Public ti­1010 InSe'rl name Ond title 0 the rt lkerl personally appeared John H. Williams, Jr, who proved to me on the basis of satisfactory evidence to be the person*whose name* isAwe subscribed to the within instrument and acknowledged to me that he/sheithey executed the same in his/her authorized calpacity(ieT), and that by hisilheFAhei signature* on the instrument the personal, or the entity upon behalf of which the person(s) acted, executed the instrument. tl I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. A BEATA A,SENSI Notary Public-Calirornia WITNESS my d a Orange County hand 0, Commission 4 2222034 MY Comm Expires Dec 14,2021 �A N401ic Signature (Notary Public Seat) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Thisfiwm compHes t0fir 4'.1wrew ' regmWingnolwy ivording,and, DESCRIPTION OF THE ATTACHED DOCUMENT �fnevded,shoido he conildeft'd and atraclwo to the docurriet", alirvo-,mtfey Indy he coinjrhicd.4n,douumeotr daein&sent to thea,mae So long u,5 the depev not mqedee the(Adifiwnia ijauwr,to violuic callornia Pintary law, (Title or"d"­escrip,U_o,n o—fadache d document) * State and County intbirmation mirst be the Staic and(�ounty "here Oic document Williams Pipeline Contractors, Inc. sjgncr�s)personallyappeamd betbre the notar,public ibr ac�knowtcdgmcnk, Title desert t-i on of att'a-i In e'd—docu document'icontinued_­-"'), ........ * Date of notatumilon must W the date that that.iigner(s)persoraii�appeuied which must also be the same date the acknowledgment is completed s The notary public must print his or her name as it appears within his or her Number of Pages_�_Document Date comm isision follov%cd by a comma and then your title(notary public). e Print the nanie(M of document signer(s) who personafly appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER - Indicate the correct singular or rikiral lbritris by crossing off incorrect Rintis(,i,e lwshelaiey,is)are)of cdrctnrg the correct forms,1:aflurc to correcdy indicate this 0 Individual (s) information may lead'Co rejection of docurtfent recorcitrig, EI Corporate Officer a 'rhe notary .cal impression must he clear and photographicatly repirmlocible, Vice President llrnprcssilan nuisi no,cover text or fines, lf'scal irripro'siont smudges,, rc-scat ifir (Title) sufficient arca permits,otherwisc complete a d0crent acknowledgment form 0 Partner(s) # Signature of the notary public must match the i;ignaltirt.,on file with the oft-lert of' the county clerk, El Attorney-in-Fact Additional information is not required but could help to ensure this E] Trustee(s) acknowiedgment is not inkuied or attached to a dillcreni document Other Irlidicutc kill(.,or type ofuttachcd dgwoment,number ofpugcs and date. ❑ 4- Indicate the capacity Oaimcd by the signer. If the claimed capacay is a Corporate onlicer,iftdicatr^the dilk(i c CEO £".'PQ Secretary). L 2015 Version www NotaryClasses com 800-873-9865 • Securely attach this document to the signed document with a staple. Agreement No. 5582 ALL- PURPOSE ®h CERTIFICATE F ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. i State of California } County of Orange } On August 23, 2018 before me, Susan E. Morales, Notary Public , 04fre inset m rrro Viand;3(6 of the o ice^r9 , personally appeared Shane Wolf who proved to me on the basis of satisfactory evidence to be the persons}whose name W isMfe subscribed to the within instrument and acknowledged to me that he/shetthey executed the same in hisAierftheir authorized capacity0es), and that by hisflger4thetr signature* on the i nstrument the person (s),, or the entity upon behalf of which the person(s)) 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. V'Ya+haw�a "'ara�aa"v '�saa�ar'asst,'<rimmaS�s�Nr�•rvuanv WITNESS my hand and official seal, :._.• SUSA E. ORALE: '-0 �.yu ��� taoTl�I�x�t�atrtc-CAS�3Fo�t�IA Nota Public Signature fwlr G® rete Expsres March 25,2019 ' � (Notary Public Seal} ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM _ This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT ifneedetd,Would be rompleted and anan;hed to the cleric-arment.Acknolaartrdgenisfrom other,vaate; nnaS�be compteled,por alactrmerntw'brdirag;ueara'to that state so tong as the Bid Bond wording does not require the California notary to violate California notary law. Title or description of attached document) • State and County information must be the State and County where the document � North American Specialty Insurance CO. signer(s)personally appeared before the notary public for acknowledgment. "' j"'i m • Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed. U • The notary public must print his or her name as it appears within his or her Number of Pages Document Date 8/23/1$ commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i e. he/she/they,—is/afe)or circling the correct forms_Failure to correctly indicate this ❑ Individual (s} information may lead to rejection of document recording, ❑ Corporate Officer • '11tc notary seal impression must be ciear and phowgraphfcally reproducible. Impression muse not cover toxt or lines. if seal impression smudges,re-seal if a (Title) sudlicicnt area permits„othenvise complete a different ac'knowIcdgmvit form • Signature of the notary public must g s match the signature on ❑ Partners rY P g file with the office of ( � the county clerk. El Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other Indicate title or type of attached document,number of pages and dateAe , Indicate the capacity claimed by the signer If the claimed capacity is a corporate officer,indicate the tide(i.e CEO,CFO,Secretary) 2015 Version www.NotaryClasses,com 800-873-9865 • Securely attach this document to the signed document with a staple. SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Overland Park,Kansas,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Overland Park,Kansas,each does hereby make,constitute and appoint: TODD M.ROHM,CATHY S.KENNEDY,BEATA A.SENSI, CHERYL L. THOMAS AND SHANE WOLF JOINTLY OR SEVERALLY Its true and lawful Attomey(s)4n-Fact,to make,execute,sea[and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9(h of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,under-takings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seat shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." By q;ONAZ Steven P.Anderson,Svnitv NIct PraQcrot olwashington international Insurance Company L ' &Senior Vice President of North American Specialty Insurance Company C�Si zrn flillik By Michael A. Ito,Senior 1'icv jlrcjd&nt if aoshdngiton Ifto &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seats to be hereunto affixed,and these presents to be signed by their authorized officers this 12 day of........................JANUARY .............._,20 18 .......... North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 12 day of JANUARY ,2018 ,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and MichaclA,Ito , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. 0frICIAL SEAL Mi,KENNY 'I (,is FNotaoy 7PUbUc�slam 11 111i'mis Con, C -y(mrnr114% on U04302'1 M.Kenny,Notary Public 1, Jeffrev Goldbera —the duly elected Assistant Scqrq1;uy of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy ol'a Power of Attorney given by said North American Specialty Insurance Company and Washington International InsuraTj,,,c r1ol-ripany,which is still in Niall force and effect, IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 23rd day of AUGUST 20 18 ;X- kffircy Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty Insurance Company Agreement No. 5582 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: 35352.8 A Class,No.: C34,C36,C42 2. The expiration date of BIDDER'S Contractor License is: August 31 . 20 20 3. -BIDOFR-acknowledges Ifiat Section 71028.45(t),oflfie Business and Professions Code provides,as follows: "A licensed contractor shatl not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid,the license expiration date is stated, and the bid contains a statenient that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which,is subsequently proven false, shall be considered non-responsive and shall be rejected by the public agency."' The undersigned declares,under penalty of perjury,that the representations made by the undersigned in this bid proposal are true and correct. Executed-on 23-Aug 2,0 4,13.at Somis, CA (insert City and State where Declaration signed). j4'2a�t4u�r'c' John Wilfiarns Jr. Typed Name Vice President Title Williams Pipeline Contractors Inc. Company Name I-C-8 Agreement No. 5582 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ) ss. County of Orange ) John H. Williams,Jr, being first duly sworn, deposes and say that he or she is Vice President of Williams Pipeline Contractors, Inc. the party making the foregoing bid that the bid is not made in the interest of,or on behalf of,any undisclosed person,partnership,company,association,organization,or corporation;that the bid is genuine and not collusive or sham;that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded,conspired,connived,or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding;that the BIDDER has not in any manner, directly or indirectly,sought by agreement,communication,or conference with anyone to fix the bid price of the BIDDER or any other BIDDER,or to fix any overhead,profit,or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true;and further,that the bidder has not,directly or indirectly,submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. e� ,,� w� Williams Pipeline Contractors, Inc. g Name of Bidder/Company Bidder/CompanyName John H. Williams, Jr" August 23, 2018 Typed Name Date Vice President Title I-C-9 ............ AqreeM—,ent — �582 ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On AUG 2 3 2018 before me, Beata A. Sensi, Notary Public p t lerL'risen nameand nue of tlha o1fieer) personally appeared John H. Williams, Jr. who proved to me on the basis of satisfactory evidence to be the person( whose name(- ) isAffe subscribed to the within instrument and acknowledged to me that heissheftey executed the same in authorized capacity6es), and that by hisiheFftei signature(s) on the instrument the person(s), 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 YI the foregoing paragraph is true and correct, ElEATAA.SENSI Notary Public-California WITNESS my hand and official seal. Orange County I'll Commission ff ZZZIUM MY Comm Expires Dec 14,2021 II Nota ub4c Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Thajorm ceorsphes aWdj carreld(ofiliwnfastaluwy regarding aritaii,warding evid, DESCRIPTION OF THE ATTACHED DOCUMENT ilneeded. shwi lei be coeisplered rachet'al ra r:,h eel to the wher,sewes ma be, '6eing Sew to that sterw.so long as the slording does require the Califiwilia noleirl,ter violate Cah"tornia 1101en-y k4w (Title or description of attached cl;cum�—nt)............ Siatc and Coumv information must be the Slate and Counh�whcre the document Williams Pipeline Contractors, Inc. signer(s)pvrsonally appeared before the notary public for acknowledgment Title or — -- '""" '— •* Dale of notanzation must be the date that the stgner(s)per-onalty appcared which �ij�t on of attached o­ "ntinued) must also be the same date the acknowledgment is completed, , e The notary public must print his or her name as it appears within his or her Number of Pages, / Document Date_VQ 3216 commission Woxwd by a comma and then your title(notary public). * Print the name(s) of document signer(s) who personally appear at the time of notarization CAPACITY CLAIMED BY THE SIGNER * Indicate the correct singular or plural forms by crossing off incorrect fornns(i.e, E3 Individual (s) he/she/they,-is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection taEalcwgtadmertt recording 21 Corporate Officer * ]'he notary seal impression must be clear and photographically reproducible, Vice Presidentimpression mum not cover text or fines h'scat impression smudges, re-seal if a (Title) suffielcra arca perrilits,(:rthcrwise complete as different acknowledgment 11orm * Signature of the notary public must match the signature rin,filevvith the o0lice of El Partner(s) the county clerk. El Aftomey-in-Fact -*e Additional information is not required but could help to ensure this E] Trustee(s) acknowledgment is not misused or anachcd to a dirlercnt document Ei Other 4- Indicate title or type ol'aitached document.number of pages and date, dta* is Indicate the Capticjtyr daimed by the'mgner. If the:claimed capacny, is a corporate officer,indicate the title(i e CEO,CFO,Secretary). 2015 Version www,NotaryClasses com 800-873-9865 • Securely attach this document to the signed document with a staple. Agreement No. 5582 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code,the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: --7 Title: V,U- e,s Business Name: W I L L I A M S P.O.BOX 1120 SOMIS,CA 93066 ------------ Business Address: S�'t C/ ..... ....... Telephone Number: Dated this day of 111,11A"ai" LAT 20 1 I-C-10 Agreement No. 5582 DESIGNATION OF SUBCONTRACTORS WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE W 1 L L PR ::,c. NIS: PW 18-10 PIPELINE CONTRACTORS INC. Company Name: P.O.BOX 1120 ems-'-CA-93066 As detailed in Section 2-3.1 (Page II-B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent(0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. _...................ww........... ._.............., Subcontractor's Description of Contractor License Portion of Name of No. & DIR Work Estimated$ Subcontractor Address Registration No. Subcontracted Amount umber and Street (CSLB # (City, Zip Code) (DIR#) ................ .............. ._-.......— m..........................mm K V1 _.....r ......:... Ca l �i/ate 1lgi2Z i310&1"-e1d4vP 372,3 X4,X 4,ve 7 � .............. ...�� 5���a.....�{. 5 p�z� ,�Gs►....�®6 7c;p x.(7..1..1 S G� ......... � ..............,� I-C-i i Agreement No. 5582 W1LLI4TT"' PIPELINE CONTRACTORS INC. Company Name:, P.O.BOX 1120 The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractor or major subcontractor within the past five (5) years: 1. Project Title: It, ric r v"1G i p °L 6f149CC'fi Location: Pei (ICA,,. ��r(ICA, L&, td'e" lr✓e ek, Name iid address of owner --r, , Wih . IL-1- Name and current telephone number of person familiar with project Type of Work: I )44t"" m ✓1 Reflaccalew'), Contract aniount:$ "'J , U ) �— � Date completed: Amount of work done by my/our firm under contract Did your firm have any financial interest in Project. 2. Project Title j rt" a )mhei Location: 7 CIL eL'j Name nd address of owner 5`6`Z- C-1-0 t" - ---7 11 c) Name and current telephone number of person familiar with project Type of Work: ILL 'a""l ylta' 6 e'k f-1 76, � '�.., -1 Uv Date completed: /°� Contract amount:$ /M ...... 1 �, .......... P Amount of work done by m /our firm under contract$r............n t.(1 y ..�.� � Www'......................m..... Did your firm have any financial interest in Project? I-C-12 Agreement No. 5582 3. Project Title: NLVI- I,, wmp"t k'c: 11'AtJ I Location: c6t( 14zt,J10 t Name and address of owner 13, , 3b PWI r Name and cL rrent telephone number of person familiar with project Type of Work: Cot Contract amount: $ Date completed: /Z Amount of work done by my/our firm under contract$ ............. Did your firm have any financial interest in Project? ............. 414 Sid*j�r') 4. Project Title Location: i1v A&Crift Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount:$ Date completed: Amount of work done by my/our firm under contract$ 0 Did Your firm have any financial interest in Project? ........... (16 11*44" (61 vat vot;t rs 5, ProjectTitle: Location: 111115,404f .— ;L(A 61, Name aliL6/ess of owner -J,eYe4 't' r)140"'a *? /x) I-C-13 Agreement No. 5582 Name and current telephone number of person familiar with project: "� "Type of Work: � . "�,,,�` �ib�� - ....._.. ,1' Contract amount: $ J�m Date completed: leted• Amount of work done by my/our firm under contract Did your firm have any financial interest in Project? Bidder may attach additional reference pages if necessary. The following are the names,addresses,and telephone-numbers for allbrokers and sureties from whom BIDDER intends to procure insurance bonds: 3=C-i4 Agreement No. 5582 13MDERIS STATEMENT OF PAST CONTRACT DISQUALIFICATIONS WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE W I L LPFf)JAC"MOSPW 18-10 PIPELINE CONTRACTORS INC. Company Name: P.O.eox 1120 M16,ua ea0ee Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ewer been disqualified from any govern4nent contract? Yes ❑ No 2. if yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as non-responsive]? Yes No 13 ..."c cler Signaturema Name (Please Print) 1-C-15 Agreement No. 5582 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] WATER MAi I VfN11NS DAR STREET AND WALNUT AVENUE PIPELINE OON'"r PW 18-10 P.O.BOX 1120 Company Name: w............................. ridll'%4A ...... To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of Insurance Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO-CGL Form No.CG 00 01 11 85 or 88. The amount of 'insurance set forth above must be a combined-single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as"additional insureds"under said insurance coverage and to state that such insurance will be deemed"primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an"occurrence,"not a "claims made,"basis and will not be cancelable or subject to reduction except upon thirty(30)days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 0106 92,including symbol l (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement,endorsements as required herein,and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of"A:VII." Certificate(s)must reflect that the insurer will provide thirty (30)day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of-state coverage will not be accepted in lieu of the California coverage,because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal"nonresponsive." Date Bi .e� s Signature I-C-16 Agreement No. 5582 END PROPOSAL SECTION I-C-17 Agreement No. 5582 . .I c B,C t A ga:= I '�V �V,.,� iI�V'"4 SIGUN iiilY'p,�r �, Y I!.I", I� II^w° JV � IIIVp p�„' 'gIV 'I �i ,1 y nHi I�' 1 I„ p SII •i ICOR 000;1,lIg0 'i• August 10, 2018 ADDENDUM NO. 1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for Water Main Improvements on Cedar Street and Walnut Avenue PROJECT NO.: PW 18-10 ATTENTION: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. Bids are due by 11:00.un on Tuesday,August 28, 2018. They may be submitted at any time prior to this deadline to City Clerk's Office. 2. The project plans and specifications are to be replaced in their entirety. See new plans and specifications attachment. As evidence that the BIDDER has read this Addendum,the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. I Date: ... ....:.. Signature: _.. a_ .. �* '� � '. N Print Coman Name: p Y 1 ....._ ' c (71 /7e /p g , 60y, �' �- Page 1 of 1 350 Main Street,El Segundo, CA 90245 (310)524-2316 Agreement No. 5582 CITY OF EL SEGUNDO CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR WATER MAIN IMPROVEMENTS ON CEDAR STREET AN : WALNUT AVENUE PROJECT NO.: PW 18-10 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 http://www.elsegundo.org/depts/works/bids rfps.asp http://www.eIsegundo.org/depts/works/proj ect_request_contact_form.asp MANDATORY PRE-BID MEETING TUESDAY, AUGUST 7, 2018 AT 9:30 AM IN HR CONFERENCE ROOM IN CITY HALL 350 MAIN STREET EL SEGUNDO, CA 90245 BIDS DUE TUESDAY, AUGUST 28, 2018 AT 11:00 AM I Agreement No. 5582 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, AUGUST 28, 2018 IN THE OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED 2 Agreement No. 5582 SPECIAL INSTRUCTIONS TO CONTRACTORS Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS, pages 11-B-25 thru II-B-26 "LIABILITY INSURANCE". ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE REQUIRED COVERAGE AND ENDORSEMENT"ISO"FORMS SHOULD CONSIDER SUBMITTING A BID PACKAGE. The Contractor will be required to apply and obtain an Encroachment Permit from the City Public Works Department as well as Amy applicable Building/Safety Permit from the City Building Plaiming and Building Safety Department. I'lie permits will be issued on a"no-fee" basis. The Contractorsliall he respoiisible for callim, the Building o: Safety Division f()�- ilISI)eCtriotis. All C 1 iioted clef iciencies shall be corrected by the coiltractoi-A"he proJecL will iiot beacceptedas coinplete until the cotitractor obtaiiis a Jmalsiun-off froin the Deparnneiit of Plai,uihig aml Building Sarety„ 3 Agreement No. 5582 TABLE OF CONTENTS SECTION I-LEGAL PAGE A. NOTICE INVITING SEALED BIDS I-A-I TO A-3 B. BIDDING INSTRUCTIONS I-B-1 TO B-8 1. DEFINITION I-B-1 2. BIDDER'S REPRESENTATIONS I-B-1 3. BIDDING DOCUMENTS I-B-2 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS I-B-2 5. PRODUCT SUBSTITUTIONS I-B-3 6. SUBCONTRACTORS I-B-3 7. ADDENDA I-B-3 8. PRE-BID CONFERENCE I-B-3 9. FORM AND STYLE OF BIDS I-B-4 10. BID SECURITY I-B-5 11. MODIFICATION OR WITHDRAWAL OF BID I-B-6 12. OPENING OF BIDS I-B-6 13. REJECTION OF BIDS I-B-6 14. AWARD I-B-7 to 8 C. PROPOSAL I-C-1 TO C-17 1. PROPOSAL, FIRST PAGE I-C-1 2. BID SCHEDULES I-C-3a to I-C-3d a. BASE BID I-C-3a to 3d b. ALTERNATIVE BID I-C-3e 3. BIDDER'S INFORMATION I-C-4 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT I-C-6 5. PROPOSAL GUARANTEE BID BOND I-C-7 6. CONTRACTOR'S LICENSE DECLARATION I-C-8 7. NON-COLLUSION AFFIDAVIT I-C-9 8. WORKER'S COMPENSATION CERTIFICATION I-C-10 9. DESIGNATION OF SUBCONTRACTORS I-C-I I 10. REFERENCES I-C-12 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS I-C-15 11. INSURANCE REQUIREMENTS I-C-16 D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT I-D-1 TO D-5 E. FAITHFUL PERFORMANCE BOND I-E-1 TO E-3 F. MATERIAL AND LABOR BOND I-F-1 TO F-3 i Agreement No. 5582 SECTION II—GENERAL REQUIREMENTS PAGE A. GENERAL SPECIFICATIONS II-A-I TO A-2 1. REGISTRATION OF CONTRACTORS II-A-1 2. INSURANCE AND CITY BUSINESS LICENSE II-A-1 3.. EMERGENCY INFORMATION II-A-1 4, FURNISHING OF WATER II-A-1 5. CALIFORNIA—OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION II-A-2 6. SOUND CONTROL II-A-2 7. AIR POLLUTION CONTROL II-A-2 8. WORKER UNIFORMS I1-A-2 B. STANDARD SPECIFICATIONS II-B-1 TO B-34 0-1 STANDARD SPECIFICATIONS II-B-1 0-2 NUMBERING OF SECTIONS 11-B-1 0-3 MODIFICATIONS I1-13-1 1-2 DEFINITIONS II-B-1 1-2.1 ADDITIONAL DEFINITIONS II-B-1 1-3 ABBREVIATIONS II-B-2 2-0 SCOPE AND CONTROL OF WORK II-B-3 2-1.1 ACCESS TO PROJECT SITE II-B-3 2-1.2 OWNERSHIP AND USE OF CONTRACT 1I-13-3 DOCUMENTS 2-3 SUBCONTRACTS 11-13-3 2-3.1 GENERAL II-B-3 2-3.2 ADDITIONAL RESPONSIBILITY II-B-4 2-4 CONTRACT BONDS II-B-5 2-5 PLANS AND SPECIFICATIONS II-B-5 2-5.1 GENERAL II-B-5 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS II-B-6 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS II-B-6 2-8 RIGHT-OF-WAY II-B-6 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES II-B-6 2-9 SURVEYING II-B-7 2-9.3 SURVEY SERVICE 11-B-7 2-9.3.1 CONSTRUCTION SURVEYING II-B-7 2-9.3.2 MEASUREMENT AND PAYMENT II-B-7 3-3.2.2 BASIS FOR ESTABLISHING COSTS II-B-7 3-3.2.3 MARK UP II-B-7 in Agreement No. 5582 SECTION II—GENERAL REQUIREMENTS (Continued) PAGE 3-3.3 DAILY REPORTS BY CONTRACTOR II-B-8 3-4 CHANGED CONDITIONS II-13-8 3-5 DISPUTED WORK II-B-9 4-1.3 INSPECTION REQUIREMENTS II-13-10 4-1.3.1 GENERAL II-B-10 4-1.3.2 INSPECTION OF MATERIALS NOT II-B-10 PRODUCED LOCALLY 4-1.6 TRADE NAMES OR EQUALS II-B-10 5-2 PROTECTION II-B-11 5-2.1 INCORRECT LOCATION OF UTILITIES II-B-11 5-4 RELOCATION II-B-11 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL II-B-11 OR RELOCATION 5-5 DELAYS II-B-12 5-5.1 CALCULATING IDLE TIME II-B-12 6-1 CONSTRUCTION SCHEDULE AND II-13-12 COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE II-B-12 6-1.2 CONTENT OF CONTRACT SCHEDULE 11-B-12 6-1.3 EFFECT OF CONTRACT SCHEDULE II-B-13 6-1.4 COMMENCEMENT OF CONTRACT TIME II-13-14 6-4 DEFAULT BY CONTRACTOR II-B-14 6-4.1 GENERAL II-B-14 6-4.2 TERMINATION OF CONTRACTOR'S II-B-14 CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL II-B-15 6-6 DELAYS AND EXTENSIONS OF TIME II-13-15 6-6.1 GENERAL II-13-15 6-6.2 EXTENSION OF TIME II-B-16 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR II-B-16 6-6.4 WRITTEN NOTICE AND REPORT II-B-16 6-7.2 WORK DAYS AND WORKING HOURS II-B-17 6-7.4 NIGHT WORK II-B-17 6-7.5 WEEKEND AND HOLIDAY WORK II-B-18 6-8 COMPLETION AND ACCEPTANCE II-B-18 6-8.1 GENERAL GUARANTY II-B-18 6-9 LIQUIDATED DAMAGES II-13-18 6-9.1 FAILURE TO COMPLETE WORK ON TIME II-13-18 6-11 DISPUTES AND CLAIMS; PROCEDURE II-B-19 6-11.1 GENERAL II-B-19 6-11.2 FORM II-13-19 iii Agreement No. 5582 SECTION II—GENERAL REQUIREMENTS (Continued) PAGE 6-11.3 CLAIMS SUBMITTED TO ENGINEER II-B-21 6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY II-B-21 6-11.5 DECISION ON CLAIMS II-B-21 6-11.6 APPEAL OF ENGINEER'S DECISION II-B-22 6-11.7 MEDIATION II-B-22 6-11.8 ARBITRATION II-B-22 6-11.9 WHEN ARBITRATION DECISION BECOMES II-B-23 BINDING 6-11.1OAPPEAL TO SUPERIOR COURT; WAIVER II-B-23 OF JURY TRIAL 7-2 LABOR II-B-23 7-2.3 PREVAILING WAGES II-B-23 7-2.4 RECORD OF WAGES PAID; INSPECTION I1-B-24 7-3 LIABILITY INSURANCE II-B-25 7-3.1 GENERAL 11-B-25 7-3.2 INDEMNIFICATION AND DEFENSE II-B-27 7-5 PERMITS 11-B-28 7-8.1 CLEAN UP AND DUST CONTROL II-B-29 7-8.1.1 GENERAL 11-B-29 7-8.1.2 WATERING II-B-29 7-8.6 WATER POLLUTION CONTROL II-B-29 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS II-B-30 7-10 PUBLIC CONVENIENCE AND SAFETY II-B-30 7-10.1 TRAFFIC AND ACCESS II-B-30 7-10.2 STREET CLOSURES, DETOURS, BARRICADES II-B-31 7-10.5 PROTECTION OF THE PUBLIC I1-B-31 7-15 HAZARDOUS MATERIAL 11-B-32 9-2 LUMP SUM WORK II-B-33 9-3.2 PARTIAL AND FINAL PAYMENTS II-B-33 9.3.3 DELIVERED MATERIALS II-B-34 100-1TERMINATION OF AGENCY LIABILITY II-B-34 iv Agreement No. 5582 SECTION III—SPECIAL PROVISIONS PAGE III-A-1 THRU 25 APPENDICES APPENDIX A: STANDARD PLANS APPENDIX B: CENTERLINE TIES v Agreement No. 5582 NOTICE INVITING SEALED BIDS FORTHE WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 18-10 The City of El Segundo is accepting sealed bids in the City Clerk's office, 350 Main Street, El Segundo, California 90245, until 11:00 a.m. on: TUESDAY,AUGUST 28,2018 at which time they will be publicly opened. Bids will not be accepted after that time. As described in the Bidding Documents, the bids are for a public works project ("Project") which consists of Water Main Improvement and related work as shown on the plans on file with the City's Public Works Department. Work on the Project must be performed in strict conformity with Specifications No. PW 18-10 as adopted by the El Segundo City Council on July 17, 2018 which is filed with the Public Works Department. Copies of the Plans, Specifications, Contract Documents and Enoineer"s estimate are available from the Engineering Division of the Public !Yorks Department, Cito ol'El Segwndo. _3'50 ,,`vlain Street, El Segundo, California, 90245. Plans And Specifications are altcrnately ae,ailable electronically via http://www.elsegLindo.org/depts/works/project—reqLtest—Contact—form.asp A mandatory pre-bid meeting is scheduled far Tuesday,August 7,2018 at 9:30 AM,at the HR Conference Room, 350 Main Street in El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory.Questions regarding the bid shall be submitted by 6:00 pm on Tuesday, August 21,2018. to iittp://www.elsegLliicto.org/depts/works/project—reqLtest—Contact—form.asp. The terms and conditions for bidding on the Project are described in the attached Bidding Instructions, This protect requires pa�'Im�mt of'State prevailing ra't,�,s,of'\,,ages for Los Angeles County. The contractor must post topics of the prevailing schedule at eaclijob site. Copies of these rates of 41) k�vagc-s are available from the State of California Departnient of Industrial R�-Iations Prevailing V 4ge Unit, Telephone No. (415) 703-4774. t ['he �Vvebsite for this wag,ncy is, cLineptly locatl,d at www.dirxa.gov. I-A-I Agreement No. 5582 Note that the Project is subject to compliance monitoring and enforcement by California Department of Industrial Relations.Pursuant to California law,the City must find bids failing to comply with all applicable Labor Code requirements including,without limitation,Labor Code §§ 1725.5 and 1771.4 to be nonresponsive. The contractor to whom the contract is awarded must assist in locating, qualifying, hiring and increasing the skills of minority group employees and applicants for employment,as set forth in Executive Order 11246 and 11375. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The City of El Segundo hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race,color,national origin,ancestry,sex,or religion in any consideration leading to the award of contract. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment. Five percent(5%)will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code ("PCC") § 22300,the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified,pursuant to PCC §22300,any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor's request. In entering into a Public Works contract,or a subcontract,to supply goods,services,or materials pursuant to a public works contract, the Contractor, or Sub-Contractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code),arising from purchases of goods,services,or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties. Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the City Clerk, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: I-A-2 Agreement No. 5582 "SEALED BIDS FOR PROJECT NO.: PW 18-10 WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" The bid must be accompanied by a bid bond, made payable to the City of El Segundo for an amount no less than ten percent (10%) of the amount bid for the base contract. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code, For these projects, those acceptable clas,ses of license shall be "A." The successrLd Contractor and his Sub-Contractors will be required to possess the correct license for their project classifications, and valid City Business Licenses from the City of El Segundo. The City of El Segundo reserves the right to reject any or all bids,to waive any irregularity,and to take all bids under advisement for a period of ninety (90) calendar days. Any contract entered into pursuant to this notice shall become effective or ent'circeableagainst the City of El Segondo only xOicn the formal writteii contract has been CIUb' cxectaed liar the appropriate officer(s) of the City of El Segundo. DATED this day of 20 CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk I-A-3 Agreement No. 5582 BIDDING INSTRUCTIONS 1. DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents. 1.1 "Addenda" means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.2 "Alternate" means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both. 1.3 "Bid Deadline"means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda. 1.4 "Bidder" means a person or firm that submits a Bid. 1.5 "Bidding Documents" means the construction documents prepared and issued for bidding purposes including all Addenda. 1.6 "Lump Sum Base Bid" means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents,but not including unit price items or Alternates. 1.7 "Unit Price"means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2. BIDDER'S REPRESENTATIONS. By making its Bid, Bidder represents that: 2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents. 2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents. 2.3 The Bid is based upon the materials,equipment,and systems required by the Bidding Documents. 2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor's State License Board for the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work,and each member of the joint venture will likewise have the appropriate license. Business and Professions Code§§7000-7191 establish licensing requirements for contractors. If a Bidder,that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold a General Engineering contractor "A" license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade. 2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity I-B-1 Agreement No. 5582 bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action.Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted,the burden of proof to establish licensure or proper licensure is on the licensee. 2.6 Bidder has the expertise and financial capacity to perform and complete all obligations under the Bidding Documents. 2.7 The person executing the Bid Form is duly authorized and empowered to execute the Bid Form on Bidder's behalf. 2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code Require nien ts, in its performance of the Work, 2.9 The Bidder has paid the City's business license fee(s) 2.10 The Bidder, per SB 854 requirements for Public projects, has registered with and paid their annual fee to the Californi,,,t State Department of Industrial Relations. Information abOLIt SB 854 and its requirements can be found at this link: http://www.dir.ca.gov/PLiblic-Works/SB854.html 3. BIDDING DOCUMENTS 3.1 Bidders may obtain complete sets of the Bidding Documents from the City's Public Works Department for the sum stated in the Notice for Bids. 3.2 Bidders will use a complete set of Bidding Documents in preparing Bids. 3.3 The City makes copies of the Bidding Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Bidding Documents. 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS. 4.1 Before submitting its Bid, Bidder will carefully study and compare the various documents comprising the Bidding Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the Bid is submitted; will examine the Project site, the conditions Linder which the Work is to be performed, and the local conditions; and will at once report to the City's Representative errors,inconsistencies,or ambiguities discovered. 4.2 ReqUQStS for 61riflication or interpretation of the Bidding Documents will be addressed to the (I ity's Representative. 42.1 The release of the bid package begins a quiet period for potential Bidders participating in this project. The City of El Segundo realizes it is critical to provide Bidders with a vehicle to ask questions so that quality responses can be prepared. Questions must be submitted in writing to project managers via the City website: III t1,):,'/\V W\;v.e Ise sru n do.or,-,/dQvts�\, orks/'nro i cc I I-CLILIeSt Comact Ibrill,aso. Responses to all questions will be provided in writing to all Bidders in accordance with the schedule below. We will not identify companies or individuals that pose questions. Potential bidders Must not call City of El I-B-2 Agreement No. 5582 Segundo employees to discuss potential projects or ask questions regarding the bid. Questions Due by 6:00 pm, 8/21/2018 Questions Answered by 8/24/2018 4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents will be made by Addenda. Clarifications,interpretations,corrections,and changes to the Bidding Documents made in any other manner will not be binding and Bidders must not rely upon them. 5. PRODUCT SUBSTITUTIONS. No substitutions will be considered before award of Contract. Substitutions will only be considered after award of the Contract and as provided for in the Contract Documents. 6. SUBCONTRACTORS. 6.1 Each Bidder will list in the Bid Form all first-tier Subcontractors that will perform work,labor or render such services. The Bid Form contains spaces for the following information when listing Subcontractors: (1) Work Activity; (2) name of Subcontractor; (3) city of Subcontractor's business location. Failure to list any of these items on the Bid Form will result in the City treating the Bid as if no Subcontractor was listed for the Work and that Bidder represents to the City that it is fully qualified to perform that portion of the Work and will perform do so. 6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline with the City's written consent in accordance with California law. 7. ADDENDA. 7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda. 7.2 Copies of Addenda will be made available for inspection at the City's Public Works Department. 7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued anytime before the Bid Deadline. 7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid. 8. PRE-BID CONFERENCE. Bidder will attend a Pre-Bid Conference where the City will discuss the Bidding Documents,answer questions,accept comments,and conduct a Project site visit. The City requires all Pre-Bid Conference attendees to arrive for the meeting on time and to sign an attendance list which is used to determine if Bidders meet this requirement. Any Bidder not attending the Pre-Bid Conference in its entirety will be deemed to have not complied with the requirements of the Bidding Documents and its Bid will be I-B-3 Agreement No. 5582 rejected. 9. FORM AND STYLE OF BIDS 9.1 Bids will be submitted on the Bid Form included with the Bidding Documents.Bids not submitted on the City's Bid Form will be rejected. 9.2 All blanks on the Bid Forni will be filled iii legibly in irik or by typewriter. 9.3 Bidder's failure to sLibmita price for any Alternate Or Ullit price will result in the Bid being considered as norit-espotisive, I FAIternates are called for and no change in the Lump Sum Base Bid is required, enter "No Change." 9.4 Each Bidder must fill out the"Bidders Statement of Past Contract Disqualifications" form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqLialification. The City, may reject the bid based oiisiich iriforniation, 9.5 Bidder will make no stipulations on the Bid Form nor ClUalify the Bid iri aiiy manner. 9.6 "I"he Bids will be biased tipon full completion of all the Work as sho\vii ori the playas and Spec i r1cations. It is expressk understood that the plans are drawti with as MUCh accuracy as is possible iii advaiiec, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction,the Bidder(if awarded the Contract) specifically agrees to construct a completed work ready for the use and iri the manner which is intended, In the event of increasing or decreasing of work, the total arriount of work actuallydone or materials or equipment furnished must be paid for' M 111C Urlit K ILMIP Sum price established ti�)rsuch worl� wider the contract, NO'ierever SUCII Ullit Or IUMP SU111 price has been established. In the event iiia prices are iiari-ied in the contract to cover such changes or alterations, the cost Of.SUCh changes MUst be covered as extra�, ork,, 9.7 The Bid Form will be signed by aperson or persons legally authorized to bind Bidder to a contract. Bidder's Representative will sign and date the Declaration incIticled in the Bid Form. Failure to sign and date the declaraticm �vih cause the Bid to be, re'sected, 9.8 Bids Must be Submitted in writing on the Proposal 11.,nins provided by the City of El Segundo. One (1) set of these Proposal forms is inserted loose herein for use by the bidders. Bidders are required to submit one (1) original set of the proposal forms. All information requested therein must be clearly and legibly set forth in the manner and form indicated. 9.9 Bidders must satisfy themselves by personal examination of the work site, Plans, Spec i 11cat ions, and other contract documents. and by any other means as they may believe necessary, as to the actL1,11 J)hy'SiCal C011ditiMIS, reqmrenients arid difficulties under which the work must be perforriied. No bidder shall at aiiy time after submissions of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies f6mid in [lie pians,Specifications,or other coii tract doCUMC MS shall be called to the attention ofthe City of El Segundo and clarified priorto the ,;Ltbmission of proposals. I-B-4 Agreement No. 5582 10. BID SECURITY 10.1 Each Bid will be accompanied by Bid Security, in the amount of 10%of the Lump Sum Base Bid as security for Bidder's obligation to enter into a Contract with the City on the terms stated in the Bid Form and to furnish all items required by the Bidding Documents. Bid Security will be a Bid Bond on the form provided by the City or a certified check made payable to "City of El Segundo." When a Bond is used for Bid Security, failure to use the City's Bid Bond form will result in the rejection of the Bid. 10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish all items required by the Bidding Documents within the time limits specified in these Instructions to Bidders, the City will disqualify such Bidder and select the next apparent lowest responsible Bidder until all bids have been exhausted or the City may reject all bids. In such an event,the disqualified Bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the Bid Security,between the amount of the disqualified Bid and the larger amount for which the City procures the Work. 10.3 If a Bid Bond is submitted and an attorney-in-fact executes the Bid Bond on behalf of the surety,a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, "Insurers Admitted to Transact Surety Insurance in This State." 10.4 The City will retain Bid Security until the occurrence of one of the following: 10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City. 10.4.2 The specified time has elapsed during which Bids may be withdrawn. 10.4.3 All Bids have been rejected. 10.5 The Bid Form, Bid Security, and all other documents required to be submitted with the Bid must be enclosed in a sealed opaque envelope. The envelope must be addressed to the City Clerk. The envelope must be identified with the Bidder's name and address, and identify the Project for which the Bid is submitted, as follows: "SEALED BIDS FOR PW 18-10: WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE. DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger. 10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened. 10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids. 10.8 Oral,telephonic,facsimile,or telegraphic Bids are invalid and will not be accepted. 10.9 All proposals must be submitted,filed, made,and executed in accordance with State and Federal laws related to bids for contracts of this nature whether the same is I-B-5 Agreement No. 5582 expressly referred to herein or not. Any bidder S01)(1111tilIg a PrOPOS81 ",Hall by SUCII action thereby agree to each and all Of the terms, conditions, provisioiis, and requirements set forth,contemplated,and referred to in the Plans, Spec i I lications,and other contract documents, and to full compliance therewith. 11. MODIFICATION OR WITHDRAWAL OF BID. 11.11 Before the Bid Deadline,a SUbmitted Bid array be modified or Nvithdrawn. Notice of such action will be given to the City in writing and sioned by the Bidder'sataliorized representative, A change so made will be so worded as not to reveal the aniowit of the original Bid. 11.12 A withdrawn Bid may be resubmitted Lip to the Bid Deadline, provided that it then fully complies with the Bidding ReqtdreMelItS. 11.13 Bid Security will be in an amount sufficient for the Bid as modified or resubmitted. 11.14 Bids may not be modified, withdrawn, or canceled within sixty (60) days after the Bid Deadline unless othervvise provided in Supplementary InstrLictions to Bidders. 11.15 Proposals may not be withdrawn after said Bid Deadline without forfeiture of the proposal guarantee. 11.16 The witlidrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. 11.17 No mention shall be made in the proposal of Sales Tax, Use Tax, City Btts'MCSS License, or any other tax,as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 11.18 No mention,shall be made in the proposal of die cost of bonds as all amounts bid will be deemed and held to include any such costs, which may be applicable. 12. OPENING OF BIDS. Bids submitted in the manner required by these instructions and are received on or before the Bid Deadline will be opened publicly. 13. REJECTION OF BIDS. 13.1 The City will have the right to reject all Bids. 13.2 The City will have the right to reject any Bid not accompanied by the recIL6red Bid Security or any other item required by the Bidding DOCURICII(S, or a Bid NVIii1ch is in any other way materially incomplete or irregular. 13.2.1 Unrequested/unauthorized conditions,limitations,or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested.No oral,telegraphic,or telephonic proposal,modification,or withdrawal will be considered. 133 lay the event fliat arty bidder acting, as at I)rime Contractor 11"I's all inu!rest ill th",a 11 ons proposal, all skicli proposals wvill be reJected,and the bidder\�ill be disc. wllilled, l"Iiis restriction does iic)t apply to stibcontractors, c)r Suppliers \010 allay Submit quotations to more than one bidder, and while doing so, may also Submit a formal proposal as a prime contractor.No proposal will be accepted from a bidder��l-ao has not been licensed in accordance with the provisions of the State BUSiiaiess and I-B-6 Agreement No. 5582 Professions Code, 14. AWARD 14.1 The City may retain all bids for a period of sixty (90) days for examination and comparison, and to delete any portion of the work from the contract. 14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to accept the lowest responsive Bid as determined by The City. 14.3 The City will have the right to accept Alternates in any order or combination,unless otherwise specifically provided in the Bidding Documents. 14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum Base Bid plus all unit prices multiplied by their respective estimated quantities as stated in the Bid Form, if any,plus the Contractor Delay Damages multiplied by the "multiplier" as stated in the Bid Form,plus the amounts of all accepted Alternates. 14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the purpose of determining the low bidder and establishing the City's maximum daily liability as a result of City delays to Contractor, if any,and City has no obligation to pay any daily Contractor Delay Damages except as provided for in these Contract Documents for Compensable Delays.In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Proposal Form or Contractor's actual daily delay damages,whichever is less,for each day of Compensable Delay as provided for by these Contract Documents. 14.5 The City will select the apparent lowest responsive and responsible Bidder and notify such Bidder within thirty (30) days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids. Within ten(10)days after receiving the City's notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items: 14.5.1 Two originals of the Agreement signed by Bidder. 14.5.2 One original of the Payment Bond. 14.5.3 One original of the Performance Bond. 14.5.4 Certificates of Insurance on form provided by the City. 14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders' company stationery. Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references. 14.5.6 Preliminary Contract Schedule. 14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention. 14.5.8 Cost Breakdown. 14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of I-B-7 Agreement No. 5582 any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract. 14.7 If Bidder submits the original signed Agreements and all other items within ten(10) days after receiving the City's notification, and all such items comply with the requirements of the Bidding Documents,the City will award the Contract to Bidder by signing the Agreement and returning a signed copy of the Agreement to Bidder. 14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City's notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract,the City may reject such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. I B-8 Agreement No. 5582 PROPOSAL FOR THE WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Date . 20 Company Name: TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site,Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents,access and any other field conditions which may effect bid prices.If this proposal is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule.BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of E1 Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work,that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed.THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT.It is agreed that the unit and/or lump sum prices bid include all apparent expenses,taxes,royalties,and fees.In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of El Segundo's notice of award of contract to the BIDDER, including sending by U.S.Mail a Public Works Contract for signature by the Awardee,the proceeds of the security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's option, be considered null and void. I-C-I Agreement No. 5582 EOUAL EMPLOYMENT OPPORTUNrry COMPLIA'NCE BIDDER certifies that in all previous contracts or subcontracts,all reports which may have been due under the requirements of any agency,State,or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AJIFIRMATIVE ACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be Rlbeorttract"L and that such affirmative act oris have beeii fully doCt,lnieaited. that said doCUmentation is, open to iiispection, aml that said affirmative action will remain in effect for the life ofan,�'corttrict mvarded fieretauler.Ftirtlierniore. BIDDER certifies that affirmative action will be takeii to meet all equal WIPIOYMC11t Opj1CQ'1LMitV requirements of the contract documents. NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those mained herein; fliat iio officer. aoem. or employee of the City i)f U Segundo is Personally Interested,directly or indirectly, it) this propos"-& that this proposal is 111"Icle\vMx-)t1t C01111ectioll to ativ other individUal, tirrii.or corporatiort making a bid liar the:carne work aiid that dais projios.fl is In all respects fair and N'\"W1OLtt collusion or fraud. I-C-2 Agreement No. 5582 BID SCHEDULE WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Company Name: ITEM DESCRIPTION UNIT QTY UNIT AMOUNT NO. PRICE IN FIGURES Mobilization/Demobilization 1 LS 1 $ $ ...... Traffic Control, Public Safety and 2 Convenience LS 1 $ $ Utility Potholing 3 LS 1 $ $ Bracing and Shoring 4 LS 1 $ $ _._.......... .......................................... Construct 8-inch Ductile Iron (Class 52) Water Main including all Fittings and Appurtenances, Trench Excavation, 5 Pipe Bedding, Trench Backfill, Trench LF 930 $ $ Resurfacing, and Temporary and Permanent Traffic Striping and Markings Install 8-inch Gate Valve and 6 Adjustable Valve Box EA 7 $ ...y . .-.......................__......................................................................................... .......... Install 10-inch Gate Valve and 7 Adjustable Valve Box EA 1 $ $.............................................................. .................................................... Construct Fire Hydrant Connection complete including Hydrant Lateral, all Fittings and Appurtenances, Hydrant, Gate Vave, Trench 8 Bedd ngl Trench Backfill,'Trench Pipe EA 2 Resurfacing, and Temporary and Permanent Traffic Striping and Markins _.... I-C-3a Agreement No. 5582 ITEM DESCRIPTION UNIT QTY UNIT AMOUNT NO. PRICE IN FIGURES Abandon Existing Fire Hydrant Complete including Removal of 9 Hydrant Piping, Trench Backfill, Trench EA 2 Resurfacing, Construction of Concrete Plugs, Restoration of Sidewalk and/or _L-an 1s j�v Construct 1-inch Water Service Connection, Remove and Replace Existing Meter and Meter Box and Connect to Existing Customer Service including all Fittings and Appurtenatices, Trench llxcavation, 10 Pipe Bedchiig, Trench Backfill, Trench EA 17 Resurfacing, and Temporary and ............. Permanent Traffic Striping and Markings, Repair Existing Landscape/ Hardscape/Concrete in Kind.New Water Meter to be Spectrum 50 Metron Water Meter and Water Meter Box to be New DFW37C. ..m,._ ......... Construct 2-inch Water Service Connection, Remove and Replace Existing Meter and Meter Box, and Connect to Existing Customer Service including all Fittings and ApliLii:-Ieii,,trices. 'I'rezich I",xcawifion, 11 Pipe Bedding, "Y'rench Mickfill, 'T'rench Resurfacing, and Temporary and EA 5 ----—--------- Permanent Traffic Striping and Markings, Repair Existing Landscape/ Hardscape/Concrete in Kind. New Water Meter to be Spectrum 130 Metron Water Meter and Water Meter Box to be New DFW65CH. I-C-3)b Agreement No. 5582 ITEM ' DESCRIPTION UNIT QTY UNIT AMOUNT NO. PRICE IN .. _........ . FIGURES Connect to Existing Water Main including all Pipe, Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and 12 Permanent Traffic Striping and EA 4 $ $ Markings, Removal of Interfering Portions of Existing Pipe and Valves, and Cut and Abandon Existing Water Main(s) and Valve(s) Alternative Bid Items (Determined by the City on as-needed basis) Remove and Replace 4'-6"x 6'-6" 13 (nominal) Water Meter Vault Hatch per EA 1 $ $ plan and specifications Remove and Replace 8'-6"x 6'-6" 14 (nominal) Water Meter Vault Hatch per EA 2 $ $ plans and specifications Misc. Concrete Improvements 15 SF 224 $ $ .................................................... Cold Mill and overlay top 2" asphalt 16 concrete per specs for full width of the SF 29,000 $ $ streets, including necessary valve and ........................................ manhole adjustments, striping .... te 17 Misc. War Improvements LS 1 $40,000 $40,000 TOTAL BID ITEM 1THROUGH 17 = $ TOTAL BID WRITTEN IN WORDS: .............................................................................................................. I-C-3c Agreement No. 5582 (BLANK PAGE) [-C-3d Agreement No. 5582 BIDDER'S INFORMATION Company Name: BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) If corporation, State of Incorporation (i.e., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class g' Expiration Date Original Date Issued _..............._ .................... The following are the names,titles, addresses, and phone numbers of all individuals, firm members,partners,joint venturers, and/or corporate officers having principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: _ww......._ ................................................... ... [-C-4 Agreement No. 5582 BIDDER'S INFORMATION (CONTINUED) Company Name-, Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: Title: I-C-5 Agreement No. 5582 IN WITNESS WHEREOF,BIDDER executes and submits this proposal with the names,titles, hands, and seals of all a forenamed principals this day of , 20_ BIDDER _.................................................................... ................................................ ..________.............._........................ .._..........-.......... .-._...................................... .......... Subscribed and sworn to this day of , 20_. NOTARY PUBLIC I-C-6 Agreement No. 5582 PROPOSAL GUARANTEE BID BOND WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 KNOW ALL MEN BY THESE PRESENTS that, ,as BIDDER, and as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of DOLLARS ($ ), which is ten(10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound,jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that,whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project,if said bid is rejected,or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and tines specified, then this oblig,-ation shall he null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names,titles,hands, and seals this -day of . 20 BIDDER* SURETY* Subscribed and sworn to this_day of NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I-C-7 Agreement No. 5582 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: Class No.: 2. The expiration date of BIDDER'S Contractor License is: 20 3. BIDDER acknowledges that Section 7028.15(e)of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid,the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non-responsive and shall be rejected by the public agency." The undersigned declares,under penalty of perjury,that the representations made by the undersigned in this bid proposal are true and correct. Executed on , 20 , at (insert City and State where Declaration signed). ............... Signature .................................................................... ............. . Typed Name Title __ '_..................................... .. m ............. _ Company Name I-C-8 Agreement No. 5582 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of being first duly sworn, deposes and say that he or she is of the party making the foregoing bid that the bid is not made in the interest of,or on behalf of,any undisclosed person,partnership,company,association,organization,or corporation;that the bid is genuine and not collusive or sham;that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded,conspired,connived,or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly,Sought by agreement,communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER,or to fix any overhead,profit,or cost element of the bid price, or of that of any other BIDDER, or to secure aiiy advailiage against dle public bod), awarding the contract of aiiyone interested in the proposed contract. that�ffl statements contaiiiecl in the bid are true;and further,that the bidder has not.,Jirectfy M-ifldil'001),submitted Iiis or leer bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signature Name of Bidder/CompanyName _..............__........... ......... Typed Name Date Title I-C-9 Agreement No. 5582 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: Title: Business Name: Business Address: Telephone Number: (� Dated this day of 20 I-C-10 Agreement No. 5582 DESIGNATION OF SUBCONTRACTORS WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Company Name: As detailed in Section 2-3.1 (Page 11-B-3)of the City Standard Specifications,Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent(0.5%)of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. ...............S­u—bcont'r—actor's —Des�c­—ription'o­f­"--7 Contractor License Portion of Name of No. &DIR Work Estimated$ Subcontractor Address Registration No. Subcontracted Amount (Number and Street) (CSLB ...............,.....- 11,........_._........,,,.... —---­--­-------- (City, Zip Code) (DIR#) SII ............ ................. ............... ....................... ............. .................................... ....................... I-C-I I Agreement No. 5582 REFERENCES Company Name: The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractor or major subcontractor within the past five (5) years: 1. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: Date completed: mmmm Amount of work done by my/our firm under contract$_.„ . ............... www.. ...... Did your firm have any financial interest in Project? 2. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: Date completed: Amount of work done by my/our firm under contract$....................................-..................................................................................................................................................... Did your firm have any financial interest in Project? I-C-12 Agreement No. 5582 3. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount:$ Date completed: . ..... Amount of work done by my/our firm Linder contract$........ Did your firm have any financial interest in Project?........... ....... 4. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract ....... Did Your firm have any financial interest in Project? 5. Project Title: Location: Name and address of owner (-C-13 Agreement No. 5582 Name and current telephone number of person familiar with project: Type of Work: Contract amount:$ _._._............................ Date completed:.._.__............... Amount of work done by my/our firm under contract$ Did your firm have any financial interest in Project? .......................................... Bidder may attach additional reference pages if necessary. The following are the names,addresses,and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: 1-11,111,11111,............................................. ....................................................... _W......................... 1-C-14 Agreement No. 5582 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Company Name: Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ever been disqualified from any government contract? Yes 0 No 0 2. If yes, explain the circumstances: ............ ............... ............. ..................... ........... ......-1 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as non-responsive]? Yes D No MI Bidder's Signature Name (Please Print) 1-C-C 5 Agreement No. 5582 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Company Name: ............................................. To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of Insurance Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO-CGL Form No.CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as"additional insureds"under said insurance coverage and to state that such insurance will be deemed "primary"such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an"occurrence,"not a "claims made,"basis and will not be cancelable or subject to reduction except upon thirty(30)days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 0106 92,including symbol 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement,endorsements as required herein,and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of"A:VII." Certificate(s)must reflect that the insurer will provide thirty (30)day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of-state coverage will not be accepted in lieu of the California coverage,because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." ..—...................................................... Date Bidder's Signature I-C-16 Agreement No. 5582 END PROPOSAL SECTION I_C_[i Agreement No. 5582 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 This CONTRACT is entered into this day of 320 by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and _ ("the Contractor"). 1. WORK. A. The Contractor will provide all work required by the Contract Documents (the "Work"). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing;vehicles;transportation;office space and facilities;all tests,testing and analyses; and all matters whatsoever(except as otherwise expressly specified to be furnished by the City)needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents"means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed Dollars ($ ) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. I-D-1 Agreement No. 5582 A. The Contractor will fully complete the Work within working days (the "Contract Time.") B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: i. The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed,and numbered purchase order and notice to proceed. D. By signing this Contract,the Contractor represents to the City that the Contract Time is reasonable for completion of the \Kork and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. S. THIRD PARTY CLAIMS. In accordance with Public Contracts Code §9201,the City will promptly i n lorm the("ontractor regarding third-party cla inis against the Contractor,but in no ,S after the CitNreceives, such claims. Such notification event later than ten(10)business cim will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents,the Contractor agrees to indemnify and defend the City against any third-party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense,will obtain and maintain during the Contract Time,all necessary permits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents,data,studies,drawings,maps,models, photographs and reports prepared by the Contractor Linder the Contract Documents are the City's propert%. The Contractor may retain copies of said documents and materials as desired, but v011 deliver all ori-oinal materials to the City upon the City's written notice. I-D-2 Agreement No. 5582 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents,and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Citv The Contractor City of El Segundo 350 Main Street, El Segundo, CA 90245 Any such written communications by mail will be conclusively deemed to have been received by the addressee three(3)days after deposit thereof in the United States Mail,postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. I-D-3 Agreement No. 5582 There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications, 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of cc)mpetent jurisdiction to be invalid or unenforceable, then such portion will be deemed rni-,)dified to the extent necessary in the opinion of the court to render such portion enforceable and,as so modified,such portion anki the balance of this Contract will C0116nUe in full force and effect. 17. AUTIJORITY/MODIFI CATION. I"he Parties represem and kvarrant that all necessary action has been taken by the Parties toawhorize the Undersigned to execute this Contract and to engage in the actions described herein. This Contract inay be nodi lied by ��,ritten amendment. The City's city inanager,or designee, inay execute any such aniendnient on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract,and related documents to be entered into in connection 1� p11-ty is deli e : rcd by with this (ontract will be considered signed %\,hen the SiOnElkire (,)J';1 facsimile transmission. Such facsimile SlgllAtUre will be treati:cl in aH respects as having the same effect as an original signature, 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions,the same as if the words importing SLICh covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents, IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. I-D-4 Agreement No. 5582 CITY OF EL SEGUNDO mm- Greg Carpenter __ ......._ City Manager ATTEST: Taxpayer ID No. Tracy Weaver, City Clerk Contractor State License No.: Contractor City Business License No.: APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney By: ---l...._ ............._............................ David H. King, Assistant City Attorney Insurance Reviewed by: I-D-5 Agreement No. 5582 FAITHFUL PERFORMANCE BOND WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Bond No. Bond Fee: ("PRINCIPAL") and a corporation incorporated Linder the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety,as surety("SURETY"),are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawftil money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURE,TY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond,SPECIFICATIONS NO.PW 18-10,and the public works contract executed with such Specifications. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 18-1.0, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles(CITY DRAWING NO. PNV]8-10)which are madea part of this bond �0'ien saidplans and profiles are approved b,, the City Council and filed CITY-s Engineering Division. CITY has estimated the required amount of th,,- bond as shown abo,,°c. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed,CITY may,at its sole discretion,cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor, 3. PRINCIPAL Will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (t) year following the Public Project's I-E-I Agreement No. 5582 completion and acceptance by CITY. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 18-10 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment,power of attorney,bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled,or suspended,or in the event that it has,that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-E-2 Agreement No. 5582 SIGNED AND SEALED this day of . 201 PRINCIPAL's PRE,SIDENT SURETY's PRE,SIDENT PRINCIPAL's SECRETARY SURETY's SECRETARY NCI AL's MAILING ADDRESS: SURETY's MAILING ADDRESS: ............. ............ .......... NOTE: (1) must be acknowledged by a notary public. lWurn onQ (1)original to City Clerk's Office. (2) Bond shall be effective for one(1)year after acceptance of the job. Agreement No. 5582 LABOR AND MATERIALS BOND WATER MAIN IMPROVEMENTS ON CEDAR STREET AND WALNUT AVENUE PROJECT NO.: PW 18-10 Bond No. Bond Fee: as principal ("PRINCIPAL") and , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety,as surety("SURETY"),are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to contractors, subcontractors,and persons renting equipment;payment by PRINCIPAL and all PRINCIPAL'S subcontractors for all materials,provisions,provender,or other supplies,and equipment used in, upon, for or about the performance of the work contemplated in WATER MAIN IMPROVEMENT PROJECT, SPECIFICATIONS NO. PW 18-10 ("Public Project"), the public works contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 18-10, and the public works contract executed for such Specifications,copies of which is on file with CITY's Engineering Division("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW18-10), which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. I-F-I Agreement No. 5582 3. PRINCIPAL will pay for all materials and other Supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESNIC"). 5. SURUITN , for value received, agrees that no changes, extensiolls of 011Q. alteration or modification of SPECIFICATIONS NO. PW 18-10, or of the obligation to be perrornied will in any way affect its obligation on this bond, and it waives notice of any such chance., extension of time, alteration or modification of the contract doCLInients or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bykvr s or other inSb,'Ument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995,640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended,or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-F-2 Agreement No. 5582 SIGNED AND SEALED this day of 20 PRINCIPAL's PRESIDENT SURETY'S PRESIDENT PRINCIPAL'S SECRETARY SURETY's SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: ............................................. ..................... w.............................. ............................... NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one(1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I-F-3 Agreement No. 5582 SECTION 11 - GENERAL REOIAREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS k REGISTRATION OFCONTRACI-ORS No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to licensing of contractors, for the type of work to be performed under this Contract. 2. INSLJR.ANCE AND CIT)" BtJSINVSS LICENSE Contractor and Sub-Contractors will obtain appropriate insurance and a City Business License before execution of the construction contract. 3. EN141"RCiENCY INFOR,NIATION The names, addresses and telephone numbers of the CONTRACTOR and subcontractors, or their representatives, will be filed with the City Engineer and the City Police Department 13EFORE PERFORMING WORK. 4. F[JRNISI 11N(j OF 1VNI`ER Water necessary for the prosecution of the work as herein specified will be furnished by the City in the following manner: The CONTRACTOR will deposit with the City Water/Wastewater Division the sum of Three Hundred Dollars ($350.00)to insure against damage to a 2 '/z"Fire Hydrant water meter which will be furnished and installed by the City at a point convenient to the site of the work. This deposit will be refunded to the CONTRACTOR upon completion of the Project if, after removal and inspection of said meter by the City, it is found to be in satisfactory condition. In event of damage to this meter while Linder the jurisdiction of the CONTRACTOR, all or any part of said deposit may be retained by the City. An non-refundable Activation Fee of One Hundred Dollars ($100.00) will be charged upon activation of the temporary meter, 5, ( ,,\Lll'QRIIIA - 'lJPAT1QN,,\[ S,-\V,L-I Y & I'll ,11....1...1.1 ADM ISTRATION .­­­.1 ­­1.1.-1...-­__�_._11-1111111. ­1 l N.. ­ _11111111 ­_11. All work, pet-formed Linder this contract will be done in strict compliance with the Cal-OSHA Mules tend Regulations, latest edition, 11-A-1 Agreement No. 5582 6. SOUND CONTROL The Contractor will comply with all local sound control and noise level rules,regulations and ordinances that apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the Project or related to the Project, will be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine will be operated on the Project without said muffler. The use of loud signals will be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 7. AIR l': )1.. CONTROL, The Contractor is put on notice that he must abide by all existing rules and regulations of the SCAQMD (South Coast Air Quality Management District), relating to all operations or equipment which discharge visible emissions or solid or liquid particles to the atmosphere. 8. WORKER I.XFORMS All workers Linder the employment of the Contractor or his/her Sub-Contractor will wear an orange vest or an orange shirt while working in the public right-of-way. 11-A-2 Agreement No. 5582 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARD SPECIFICATIONS 0-1 GENERAL Except as modified by these Standard Specifications,the provisions of the latest edition of the "Standard Specifications for Public Works Construction" ("Greenbook") and its supplements prepared and promulgated by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. 0-2 N[HIV113ERING OFSECTIONS The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greebook numbering. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook. 1-2.1 ADDITIONAL L)EFINI.T.IONS Acceptance—The date on which the City Council accepts the Work as complete. Architect,Design Engineers,Soils Engineer, Structural Engineers-Advisors employed by the City. City Council - The body constituting the awarding authority of the City. Compensable Delay -- a delay entitling the Contractor to an adjustment of the Contract Sum and an adjustment of the Contract Time in accordance with this Agreement. Due Notice -A written notification, given in due time, of a proposed action where Such notification is required by the contract to be given a specified interval of time(usually 48 hours or two working days) before the commencement of the contemplated action. Notification may be from Engineer to Contractor or from Contractor to Engineer. Engineer - The City Engineer, or designee, as defined in the Greenbook. Unless otherwise provided, all correspondence and decisions made relative to the contract will be by the City Engineer or his designated representative. 11-B-1 Agreement No. 5582 PCC—California Public Contract Code. Prompt - The briefest interval of time required for a considered reply, including time required for approval of a governing body. Public Works Director—The City's Public Works Director, or designee. ❑ (Check if applicable) State Standard Specifications - State of California Standard Specifications, dated July 1992, Business and Transportation Agency, Department of Transportation Working Days-A working day is defined as any day,except Saturdays, Sundays, legal holidays and days when work is suspended by the Engineer, as provided in Subsection 6-3 and days determined to be non-working in accordance with Subsection 6-7,"Time of Completion." 1-3 ABBREVIATIONS The following Subsection is added to Subsection 1-3 of the Greenbook. 1-3.1 The following abbreviations are added to Subsection 1-3 of the Greenbook: AAN American Association of Nurserymen AGC Associated General Contractors of America AISC American Institute of Steel Construction APWA American Public Works Association ASME American Society of Mechanical Engineers IEEE Institute of Electric and Electronic Engineers NEC National Electric Code Green Book The most current edition of the Standard Specification for Public Works Construction, and subsequent supplements prepared by Southern California Chapters of AGC and APWA WATCH Work Area Traffic Control Handbook SPPWC Standard Plans for Public Works Construction by the American Public Works Association current edition and subsequent supplements ASA American Standard Association CITY City of El Segundo 2-0 SCOPE AND CONTROL OF WORK The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACCESS TO 1'W;1)EC"1. SITE Not later than the date designated in the current Contract Schedule submitted by the Contractor,the City will provide access to the real property and facilities upon which the 11-B-2 Agreement No. 5582 Work is to be performed,including access to real property and facilities designated in the Contract Documents for the Contractor's use. 2-1.2 MkNNERSIJIP AND USE Of" CONTRA(,'I' D(')(,',t,JNIEN"I"S. The Contract Documents and all copies furnished to or provided by the Contractor are the City's property and may not be used on other work. 2-3 SUBCONTRACTS, Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with the following subsection. 2-3.1 GENERAL Except as provided in PCC §§ 4100 et. seq., each bidder will file with its hid tile name and location of the place of business of each subcontractor who will perform vk,orl< or labor or render service to the prime contractor in or abotit the constniction of the work or iniprovement, or a subcontractor licensed by the State of' California \010, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drmNings contained in the plans and specifications, in an,111110LIllt in excess of one-half'of one percent ortlie prince contractor's total bid. Only one SUbcontractor will be listed for each portion of the work, \,N,hich portion will be defined in the bid. In each instance, the nattire and extent of the work to be sublet will be described. The failLire of the Contractor Lo specify aSUbcontractor, or the listing of more than one subcontractor for the same portion of the NN,ork. constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself, The Contractor must have the City Council's written consent to Substitute a Subcontractor other than that designated in the original bid,to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the original subcontractor. Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity. and then only after a finding reduced to writing as a public record of the City Coiincil setting forth the facts constituting the emergency or necessity. Violation of any of the above provisions will be considered a breach of the Contract,and the City may terminate the Contractor's control over the Work, cancel the contract, or assess the Contractor a penalty of riot more than ten percent of the subcontract involved. All persons engaged in the work, including subcontracu)rns and their empk))Ces will be considered as employees of the Contractor.The Contractor will be solely responsible for H-B-3) Agreement No. 5582 and have control over construction means,methods,techniques,sequences,procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor. When subcontracted work is not being prosecuted in a satisfactory manner, the Contractor will be notified to take corrective action.The Engineer may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Engineer, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work. If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action.Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2-3.2 ADDITIONAL RESPONSIBILITY Add the following to Subsection 2-3.2 Additional Responsibility: The Contractor will submit experience statements for each subcontractor who will perform contract work that amounts to more than ten percent(10%) of the Work. 2-4 CONTRACT BONDS The following paragraph is added to Subsection 2-4 of the Greenbook. The Faithful Performance Bond and the Labor and Materials Bond must be paid up and in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by Subsection 6-8.1. 2-5 PLANS AND SPECIFICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. 2-5.1 GENERAL The Contractor will maintain the following at the Work site: I. One as-built copy of the Plans and Specifications, in good order and marked to record current changes and selections made during construction. As-built plans are to be submitted to the City representative for approval prior to acceptance of the project as complete. II-B-4 Agreement No. 5582 2. The current accepted Contract Schedule. 3. Shop Drawings, Product Data, and Samples. 4. Approved permits from other agencies, including Cal-OSHA permits for trench shoring. 5. All other required submittals. The Plans, Specifications, and other Contract Documents will govern the Work. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, will be as though shown or mentioned in both. Payment for any items on the plans for which there are no specific bid item will be included in the various items of work or in any item to which it is appurtenant. If the Contractor performs any work which it knows or should know involves an error, inconsistency,or omission without notifying and obtaining written consent from the Engineer, the Contractor will be responsible for the resulting losses, g zn including, without limitation, the costs of correcting defective work. 2-5.2 PRLCE'D1;NCI-*,, 01: CONTRA CT DOC(WI ENTS The following paragraph is added to subsection 2-5.2 of the Greenbook: C) As the figured dimensions shown on the plans and in the specifications of the Contract may not in eN�er�, case agree with scaled dimensions, tile 1H'UrQcI dimensions will be followed in preference to the scaled dimensions, and plans u-) a farge scale will be followed in preference to the plans to a small sca IQ,. Should it appear that tile NNork to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Engineer for such further explanations as may be necessary, and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in the specifications will be of like effect as if shown or mentioned in both. 2-5.5 ,'\CCURACY OF PLAINS AND SPECIFICATION!',),' Although it is believed that much of the information pertaining to conditions and existing Utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy Of Such information. The Contractor will carefully Study and compare each of the Contract Documents with 11-B-5 Agreement No. 5582 the others and with information furnished by the City and will promptly report in writing to the Engineer any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor. The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work.Errors, inconsistencies,or omissions discovered at any time will be promptly reported in writing to the Engineer. 2-8 RIGHT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1 ADDITIONAL WORK AREAS AND 1^ACILITIES When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities have been left in a condition satisfactory to the owner(s)of said work areas or facilities before acceptance of the work. 2-9 SURVEYING Subsection 2-9.3,Survey Service,is deleted in its entirety and replaced by the following subsection: 2-9.3 SI.,RVI.?,Y SERVICI: 2-9.3.1 CONS".I'Rl.l("".]ON SMVF,YHNG The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Engineer. It is the responsibility of the Contractor to protect the survey control as shown on the plans. If the survey control is destroyed or disturbed during construction,the Contractor will provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Engineer. Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations,survey notes,and other data(electronic format may be required) will be furnished to the Engineer before beginning work that II-B-6 Agreement No. 5582 requires their use. 2-9.3.2 MEAS L!R EIMI,'XY AND I1AYi\4E1sIT Construction Survey — Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore. 3-3.2.2 BASIS FOR ESTABIJSIIING COSTS' Subsection 3-3.2.2 (c), Toot and Equipment Rental is modified where the second and third paragraphs are replaced with "Regardless of ownership, the rates to be used in determining the equipment usage costs will not exceed those listed for the same or similar equipment in the California State Department of Transportation publication of Labor Surcharge and Equipment Rates effective for the period of usage." 3-3.2.3 MARK UP Subsection 3-3.2.3, Mark Up, is deleted in its entirety and replaced by the following subsection„ (a) Work by Contractor.The following percentages will be added to the Contractor's costs and will constitute the markup for all overhead and profits. 1) Labor............................................20 2) Materials ......................................15 3) Equipment Rental.........................15 4) Other Items and Expenditures...—15 To the sum of the costs and markups provided for in this Subsection, I percent will be added as compensation for bonding.No other formula,e.g.,the Eichleay or other method, may be used to calculate daily damages for office overhead, profit, or other purported loss. (b) Work by Subcontractors. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) will be applied to the Subcontractor's actual Cost Of Such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of$5,000 of the subcontracted portion of the extra work may be added by the Contractor. (c) In the event that City becomes liable to Contractor for compensable delays,City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Bid Form or Contractor's actual daily delay damages,whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 11-B-7 Agreement No. 5582 3-3.3 DAILY REPORTS BY CONTRAC.TO . Add the following paragraph to subsection 3-3.3, Daily Reports by Contractor: If disagreement continues regarding extra work,the Contractor may seek compensation in accordance with the Claims procedure.Daily Reports required by this subsection must be made part of the Claim as supporting data for the Claim. 3-4 CHANGED CONINTIONS Subsection 3-4, Changed Conditions, is deleted in its entirety and replaced with the following subsection: If the Contractor encounters concealed or unknown conditions that differ materially from those anticipated or expected ("changed conditions"), the Contractor will immediately notify the Engineer in writing of such changed conditions (upon discovery and before disturbing such changed conditions), as provided in Subsection 6-11, so that the Engineer can determine if such conditions require design details that differ from those design details shown in the Contract Documents. Notwithstanding the thirty (30) day time period set forth in Subsection 6-11.3, the Contractor will be liable to the City for any extra costs incurred as a result of the Contractor's failure to promptly give such notice. Changed conditions will include, without limitation, the following: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health& Safety Code § 25117 that is required to be removed to a Class I, II, or III disposal site in accordance with applicable law. The Engineer will promptly investigate conditions that appear to be changed conditions. The Engineer's decision, and any dispute regarding that decision, will be made in accordance with Section 6-11 except that the Engineer will render a decision promptly. Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions: I . The information is made available for the Bidders' convenience and is not a part of the Contract. II-B-8 Agreement No. 5582 1 The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy. 3 Bidders will independently evaluate Such information for their use and will be solely responsible for use or interpretation of such information.Any such use or interpretation will not be the basis of any claim against the City. 3-5 DISPUMD WORK, Subsection 3-5 is deleted in its entirety and replaced by the following subsection. If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications. Although not to be construed as proceeding under extra work provisions,the Contractor will keep and furnish records of disputed work as required by the Contract Documents. 4-1.3 INSPEC"FlON RF,,0LJlREN1[1N1"S Subsection 4-1.3,Inspection Requirements, is deleted in its entirety and replaced by the following subsections. 4-1.3.1 GENERAL Unless otherwise specified, inspection at the source of production for such materials and fabricated items as bituminous paving mixtures, structural concrete, fabricated metal prociticts, cast metal products, welding, reinforced and unreinForced concrete plPe, appi ication of protective coatings,and similar shop and plant operations is not r-C(JLI ired- A certificate of compliance, signed by an Rahorizecl offices, of the, PITKILICU. certil`yinc) compliance with the contract docMefltS \:,Hl be stibi-nitted 6:)r all of' the 6611 swing materials: steel pipe, sizes less than 18 inclies, \litrified clay pipe. asbestos cement pipe: cast iron pipe;reinforced concrete pipe; concrete pipe;and PVC scwwer and water pipe; subject to sampling and testing by City. C� Standard items of equipment, Such as electric motors, conveyors, plumbing fittings and fixtures, lumber, plywood, and so on, are subject to inspection at the job site. All other equipment items will be inspected and tested in accordance with the contract documents. ,H)c City (Ioes11d)t PI'Mide ftffl ffine inspections, flie Contractor xiH pro\Jde 24-fiow- Mill MIUM notice toreavl) irt'spection t,eqLM'e(1 by ttiQ been agreed in writill". willi 11le City Fn��,ineet% Any inspection, required utaside )t' 11-B-9 Agreement No. 5582 normal working hours and days, including holidays, will be at the Contractor's cost at rates established by the City. 4-1.6 "TRADE ['(AMI-,IS OR 1 1� JALSS Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name,the item so specified will be deemed to be followed by the words"or equal". For the City's consideration of a proposed "equal" item, the Bidder will submit, a minimum of ten(10)calendar days before the date of the bid opening,documentation of the particulars of the proposed "equal item". At a minimum, the submitted documentation will include: ■ Written request with explanation of why the product should be considered as an equal product. • Material specifications. ■ Technical specifications. • Test data. Samples. Comparison chart of key specifications of the "equal" item against similar specifications of the specified item. Work locations and reference telephone numbers of at least three (3) locations where the proposed "equal" item has been recently installed under similar conditions. Warranty data. The Bidder will be notified by the Engineer whether or not the proposed"equal"product is acceptable to the City five(5)calendar days before the date of the bid opening.Failure to submit all required documentation and/or submittal of incomplete documents may result in the City's rejection of the proposed "equal" product without further consideration. 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORRECT LOCATION OF UTILITIES If the Contractor, while performing the Work, discovers utility facilities not identified correctly or not shown in the contract plans or specifications by the City,the Contractor will immediately notify the City and utility owner in writing. 5-4 RELOCATION The following subsection is added to Subsection 5-4 of the Greenbook. 11-B-10 Agreement No. 5582 5-4.1 RESPONSIBIL11'YOF OF ILFFY REIVIOVAI, OR RELOCATION The City will be responsible to arrange for the removal, repair, or relocation of existing utilities located N-vithinthe pro.ject limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City will have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation. 5-5 DELAYS The following paragraphs are added to Subsection 5-5 of the Greenbook. Actual loss,as used in this Subsection,will be understood to include no items of expense other than idle tine:of eqLdpaient and necessary payments,for idle time of\vorkers.cost of extra moving of eqt6prnent. and COSt 01'1011gU JUMIS. Compensation for idle tinw,, or equipment an idle time of �,vorkers Neill be detennined by SUbSeCtioii 5-5.1 and no markup,,vill be added in either case for overhead and profit.The cost of extra moving of eqUir)[IMIt arld fl°ie cost of"longer hatils will be paid for as extra work. Z� The following subsection is added to Subsection 5-5 of the Greenbook. 5-5.1 CAJ,.CU1--\TlNG IDLE '"FINIF 1:qUipMellt idle time will calculated in accordance with Siibsecdon 3-3,2.2 aml based upon the aCtLI31 nornial working tinie during which the delay condition exists, but in no case will exceed 8 hours in any one day. I'he days; For which corripensation will be paid will be the calendar days, excluding SaturdaV'S, SUndaysand legal holidays, dLiring the existence of the delay. Worker idle time will be calculated in accordance with Subsection 3-3.2.2. 6-1 CONSTRUCTION SC'HFI'DUL,,F,' AND CONItMENCENIFNT OF WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. lire-C onstriletiotl Nleeting: After contract award.the City will arrange for a pre-collStrUCtiOn MCCtillgtO diSCUSS the construction of the project, City will invite utility at, ericies and the contractor will arrange for all Of its sub-contractors to attend the meeting. 6-1.1 (-'Q-NTR,/V:T SCHF.DLIE, After notification of award and before starting any work, the Contractor will submit a tI-B-I I Agreement No. 5582 Contract Schedule to the Engineer for review,as required by these Specifications within fifteen (15) days of award. 6-1.2 CONTENT OF CONTRACT SCHEDULE The Contract Schedule, and any updated Contract Schedule, will meet the following requirements: 1. Schedules must be suitable for monitoring progress of the Work. 2. Schedules must provide necessary data about the time for the Engineer's decisions. 3. Schedules must be sufficiently detailed to demonstrate adequate planning for the Work. 4. Schedules must represent a practical plan to complete the Work within the Contract Time. 5., Schedules must show the critical path method for completing the Work. The Engineer's review of the form and general content of the Contract Schedule and any updated Contract Schedules is only for the purpose of determining if the listed requirements are satisfied, nothing more. 6-1.3 El'FLCT OF CONTRACT SCHEDULE The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time.Extension of any schedule beyond the Contract Time will not be acceptable. Schedules showing the Work completed in less than the Contract may be acceptable if judged by the Engineer to be practical. Acceptance of such a schedule by the Engineer will not change the Contract Time. The Contract Time, not the Contract Schedule, will control in determining liquidated damages payable by the Contractor and in determining any delay. If a schedule showing the Work completed in less than the Contract Time is accepted, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time. The Contractor will plan,develop,supervise,control,and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress of the Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules,and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Engineer in developing the II-B-12 Agreement No. 5582 Contract Schedule and updated Contract Schedules. The Enemeer's review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan Cor,perform,and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Engineer or the City nor imply their avreement with(1)any assumption upon which such schedule is based or(2)any matter U11derlying or contained in such schedule, The Engineer's failure to discover errors or omissions in schedules that have been reviewed,or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum. The Contractor will perform the Work in accordance with the Currently accepted Contract Schedule. 6-1.4 ("(')Nrl\/IENCL-.,�,N,IENT' (.)F CONTRAUFFINIE The Contract Time will commence when the City issues a Notice to Proceed,The Work will start on the date specified in the Notice to Proceed and within a maximum of fifteen (15) days after the date of the Notice to Proceed. and be diligently prosecuted to completion with the time provided in the Specifications. 6-4 DEFAUUYBY CON"FRACTOR The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. 6-4.1 GENERAL Should the Contractor fail to begin delivery of material and equipment,to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work taccepted CoritrarCt SchedLile) which will ensw'e schedole (las determined by flee CUrren the (,,"its "s interest, or ifthe C,ontractor is not uirrying, out the intent ofthe ontract, the City niav serve written nonce Lipon the Contractor and the Stirety on its FaithfLil Performance Bond dernanding satisfactory compliance with the Contract. PN R,-%C'F0R'S CONTROt, OVER FTIE \%'MrK 6-4.2 N,z\ FK')N OF C( J' The City may terminate the Contractor's control over the Work without liability for damages when, in the City's opinion, the Conira�tctor is not c,:)mplying in good faith, has I become insolvent, or has assigned or SUbconkractect any pnror the Work without the 11-13-13 Agreement No. 5582 City's consent. Should such termination occur, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the work completed and in place at the time of termination, less damages caused to the City by the Contractor's action or inaction. In the event of such termination of control,the City may do any one,or combination of, the following: I. Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor; 2, The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor; 3. The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor. Nothing herein will waive,or serve as a limitation upon,any additional remedy the City may have under these Contract Documents or applicable law. 6-4.3 SI.JRl1 VS ASStW1l1..HON OF CON'n OL Should the Surety assume any part of the Work, it will take the Contractor's place in all respects for that part, and will be paid by the City for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises.The City may then take possession of all material and equipment and complete the Work by City's forces,by letting the unfinished work to another contractor, or by a combination of such methods. In any event,the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion,the Contractor or Surety will pay to the City within 5 days of completion, all costs in excess of the sums due. The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law. 6-6 DELAYS AND I a -I ENSIONS OF TIME Subsections 6-6.1 to 6-6.4 are deleted and replaced with the following subsections. II-B-14 Agreement No. 5582 6-6.1 GENERAL If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as otherwise provided herein. Excusable delay may include: war, earthquakes exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the contemplation of the parties, strikes outside the contemplation of the parties, fires, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications. Delays to the prcaject caused by labor disputes or strikes involvirg trades not directly related to the project, or involving trades not affecting the pro.ject as as whole Mll not warrant an extension of time. The City will not grant an extension of time for a delay by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof.The ,� manner in accordance with the sequence of the PrOOf 111LIst be provided in a tiniel,, Contractor's operations and accQpted construction schedule. Should delays be caused by events other than those included herein,the Engineer may, but is not required to, deem an extension of time to be in the City's best interests. 6-6.2 FXj"ENSiONS OF TUVIE If granted, extensions of time will be based Upon the effect of delays to the critical path of the ^'ork as determined by the current accepted Contract Sche&Oe. Delays tt,,) minor portions of the Work that do not affect the critical path will not be eligible for extensions of time. 6-6.3 PAYNII.,"NT FOR DFLAYS TO CONTRACTOI� Any payawnt for compensable dekay will be based upon actual costs as set forth in Subsection 5-5 excluding,WitlIOUt limitation,what damages, if any,the Contractor may have reasonably avoided. The Contractor understands that this is the sole basis for recovering delay damages and explicitly waives any right to calculate daily damages for office overhead, profit, or other purported loss, using different formulas including, without limitation, the Eichleay Formula. 6-6.4 \,VRl`F'FF N ikND Rl"JI(I)f�,'I" If the Contractor desires payment for a delay or an extension of time, it will give the Engineer written notice of such request not later than the time limit set forth in the Proposal for Submitting a claim after the event or Occurrence giving rise to a delay claim. giving Failure to submit a written request within such amount of time will result in the Contractor waiving its delay claim. 11-B-15 Agreement No. 5582 Any claim for payment or an extension of time must be in the form required by the "Claims" sections of these Specifications. In no event will the City grant the Contractor an extension of time if the delay is within the Contract Time as identified by the Contract Documents. 6-7.2 WORK DAYS AND WORKING HOURS City Hall is open from Monday thru Thursday lam -6pm. It is closed every Friday and the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veterans' Day Thanksgiving Christmas Eve Christmas New Year's Eve Working on Fridays when City Hall is closed is acceptable; however, if the Contractor requests an inspection a day when City Hall is closed,then the Contractor will have to reimburse the City for the costs of inspection. The Contractor must request such an inspection at least 48 hours in advance. City inspections during hours when City Hall is closed are subject to inspection overtime fees to be paid for by the Contractor. Friday work that does not require inspection can be done without an inspection fee and must be discussed with City staff prior to its occurrence.If the Contractor does construction on a Friday or a day when City Hall is closed,that day shall be counted as a project working day. On workdays,Contractor's activities will be confined to the hours between 7:00 a.m.and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work restrictions. 6-7.4 NIGHT WORK The following paragraph is added to Section 6-7 of the Greenbook: The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following day unless specifically provided for in the bid documents or unless the Contractor receives prior written approval. II-B-16 Agreement No. 5582 6-7.5 WEEKEND AND 1101.,IDAY WORK The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLETION AND ACCEPTANCE Subsection 6-8 is deleted in its entirety and replaced by the following: The Work will be inspected by the Engineer for acceptance upon the Engineer receiving the Contractor's written assertion that the Work is complete. If. in the Engineer's judgment., the Work is coaiplete and is ready for acceptance, the E'rigineer will accept the Work on behilf'ofthe City in the manner prescribed by the CitvThe Engineer will recommend approval of the Notice of Completion to the City Z, Council. This will be the date when the Contractor is relieved from responsibility to protect the Work. All work will be guaranteed by the Contractor against defective workmanship and materials furnished by the Contractor for a period of I year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisftactor�, to the Emzineer.after. notice to do so from the Engineer,and wwrithin the time specified in the notice. If the Contractor rails to make such replacement or repairs within the tirne specifised in the notice, the City unay perform this work and the Con tractor's SUITtieS Will be liable for the cost thereof, 6-8.1 GFNERAL GIJARAN'l Y The Contractor will remedy any defects in the work and pay for any damage to other work resulting therefrom,which will appear within a period of one year from the date of final acceptance (')f thework unless a longer period is specified. The owner will give notice of observed defects with reasonable promptness. 6-9 DAPMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 FAILURF TO C0110PLETE WORK ON TIN111 If all the work called for under the contract is not completed before Or upon the expir,1001-1 of the COMrUt the Cit% Will sustain damage. Since it is and will be impracticabl", v) determine iheacwal danlaQe wwhich the (Jt\-will sustahi in the event (,4' and by reason 01'such dehm:, it is there fore aoreed thatthe(.'ontractorva,ill pay to the(-6, the sull'r sp"iflic-d in the flropt),,-,,fl for each 8nd every caiemdar da�, beyond alae that II-B-17 Agreement No. 5582 prescribed to complete the work not as a penalty, but as a predetermined liquidated damage. The Contractor agrees to pay such liquidated damages as are herein provided, and in case the same are not paid, agrees that the City may deduct the amount thereof from any money due or that may become due to the Contractor under the contract. Unless otherwise specified, liquidated damages will be $250 per calendar day. 6-11 DISPUTES AND .:1,AIMS: P OCC`1: URI-1 6-11.1 GENERAL Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error,or omission by the City,the Engineer,their agents or employees."Claim"does not mean, and the Claims procedures herein do not apply, to the following: 1. Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine. 2. Claims respecting personal injury,death,reimbursement,or other compensation arising out of or resulting from liability for personal injury or death. 3. Claims respecting a latent defect, breach of warranty, or guarantee to repair. 4. Claims respecting stop notices. If a Claim is subject to the Change Order procedures,the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor's Change Order Request.If a Claim is not subject to the Change Order Procedures,the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. 6-11.2 FORM A Claim must include the following: I. A statement that it is a Claim and a request for a decision. 2. A detailed description of the act,error,omission,unforeseen condition,event or other condition giving rise to the Claim. 3. If the Claim is subject to the Change Order procedures, a statement demonstrating that a Change Order Request was timely submitted and denied. II-B-18 Agreement No. 5582 4. A detailed justification for any remedy or relief sought by the Claim,including to the extent applicable, the following: a) I f the Claim invvolves extra.work,a detailed cost breakdown claimed.The breakdown must be provided even if the costs claimed have not been incurred when the Claim is submitted. b) To the extent costs have been incurred when the Claim is submitted,the Claim must include actual cost records (including, without limitation, payroll records, material and rental invoices) demonstrating that costs claimed have actually been incurred. C) To the extent costs have not yet been incurred at the time the Claim is submitted, actual cost records must be submitted on a current basis not less than once a week during any periods costs are iIICUrred. A cost record will be considered current if submitted within 7 days of the date the cost reflected in the record is incurred. At the Engineer's request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra work on a daily basis). 5. If the Claim involves an error or omission in the Contract Documents. a) An affirmative representation that the error or omission was not discoered before submitting a bid For the Contract; and b) A detailed statement demonstrating that the error or omission reasonably should not have been discovered by the Contractor, its Subcontractors and suppliers, before submitting a bid for the Contract. 6, If the Claim involves an extension of the Contract Time, written documentation demonstrating the Contractor's entitlement to a time extension. 7. If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor's entitlement to such an adj Ustment. 8, A personal certification from the Contractor that reads as follows: CGI, —­-­........... BEING THE. -- (MUST BE AN OFFICER) OF (CONTRACTOR, NAME), DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY REVIEWED THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS., AND SAID CLAIM IS MADE IN GOOD FAr-H-1; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE-, THAT THE 11-B-19 Agreement No. 5582 AMOUNT REQUESTED ACCURATELY REFLECTS THE CONTRACT ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE§72 AND CALIFORNIA GOVERNMENT CODE§ 12650,ET SEQ., PERTAINING TO FALSE CLAIMS, AND FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT,AND OTHER SEVERE LEGAL CONSEQUENCES." 6-11.3 CI..AIN/IS St1BMI"I-I'ED TO ENGINEER R Within (30) calendar days after the circumstances giving rise to a Claim occur, the Contractor will submit its Claim to the Engineer for a decision. Regardless of any Claim submittal, or any dispute regarding a Claim,unless otherwise directed by the Engineer, the Contractor will not cause any delay, cessation, or termination of the Work, but will diligently proceed with the performing the Work in accordance with the Contract Documents. Except as otherwise provided, the City will continue to make payments in accordance with the Contract Documents. 6-11.4 CL,A[M IS 11REIREOtASITE TO OTHER REMEDY The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor's right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law. 6-11.5 DECISION ON CLAIMS The Engineer will promptly review Claims submitted by the Contractor in accordance with these Specifications. Should the Engineer require additional supporting evidence to evaluate the claim,the Engineer will request such additional information in writing.Any such requested data will be furnished not later than 10 calendar days after the Contractor receives the Engineer's request. The Engineer will render a decision not later than 30 days after either receiving the Claim or the deadline for furnishing additional supporting data,whichever is later.If the Engineer fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Engineer's decision will be final and binding unless appealed in accordance with these Specifications. The Engineer's decision on a Claim will include a statement substantially as follows: "This is a decision pursuant to the General Specifications of your contract. If you are 11-B-20 Agreement No. 5582 dissatisfied with the decision, and have complied with the procedural reqUirernerns for asserting claims. VOU may have the right to alternative dispute resolution or litigation. Should YOU fail to take appropriate action within 30 calendar days of the date of this decision,the decision will be come final and binding and not subject to further appeal." 6-11.6 APPEAL OF EN(ANEE"WS DECISION Should the Contractor dispute the Engineer's decision,then the Contractor must appeal that decision to the City's Public Works Director within 30 calendar days of receiving the Engineer's decision, The Public Works Director will address disputes or claims within 3)0 calendar days after receiving such request and all necessary supporting data. The Public Works Director's decision on the dispute or claim will be the City's final decision. If the Contractor disputes the Public Works Director's decision,then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within 30 calendar days of the City's final decision. 6-11.7 N/I El D I.,VH 0 N If the City and the Contractor agree, disputes between the parties may be Submitted to non-binding mediation. If the parties cannot agree to an alternative forma of mediation, then mediation will be administered by the American Arbitration Association("AAA") under its Construction Industry Mediation Rules,unless the use of such rules are waived by mutual stipulation of both parties. The parties may, but are not required to be, represented by counsel in mediation. The requirement for mediation not alter c)r rriodifv the time lirnitations, otherwise provided for claims and no COndUCt or settlement negotiation durino rnediiaion will be C011sidered a Nvaiverofthe Citv's riohttoassert that clahn procedtires were not folk)%ved. 6-11.8 ARBITRA"HON. If the City and Contractor do not agree to mediation,then a disputes will be submitted to neutral non-binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8. The exclusive venue for any arbitration will be in Los Angeles County. The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees,witness fees, and other expenses incurred for its own benefit. 11-B-21 Agreement No. 5582 6-11.9 WHEN ARBI'TI ATION DECISION BECOMES MES BINDING The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within 30 calendar days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision,or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party's attorney's fees and court costs. 6-11.10 APPEAL TO StAll"Rl(: R,C"t`:)Uf l": WAIVER OF JURY TRIAL Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure ("CCP") §§ 1285,et seq.Notwithstanding the limitations set forth in CCP § 1286.2,the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation,error of law.The court will apply the substantial evidence standard of review when considering the appeal of an objecting party. BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION,INTERPRETATION,PERFORMANCE,OR BREACH OF THESE CONTRACT DOCUMENTS,INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES. 6-11.11 AB 626 C1AIMS: PROCESS Claims made by a Contractor for one or more of the following are subject to the claim resolution process set forth in Public Contract Code section 9204: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the city under a contract for a public works project. (B) Payment by the city of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the city.. 11-B-22 Agreement No. 5582 7-2 LABOR The following subsections are added to Subsection 7-2 of the Green Book. 7-2.3 PREVAILING WAGES The Contractor will post at appropriate conspicuous points at the site of the protect a schedule showing determinations of the Director of Industrial Relations of the prevailing rate of per them wages.It will be the Contractor's responsibility to obtain copies of the prevailing rate of per diem \vagyes. One source that may be used is the California Department ofindUlStrial ItC laticnis website v\Jiich is currently located at www.dir.ca.gov, or by calling the prevailing Wage Unit at (4 15) 703-4774. Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by the Contractor or any subcontractor. Labor Code § 1777.5 requires the Contractor or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joust apprenticeship committee nearest the Site Of the 1)UNiC works project and%A'hich administers the apprenticeship prooram in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract.'Fhe ratio of apprentices to journeymen in such cases will not be less than one to five except: a) When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 calendar days before the request for certificate, or b) When the number of apprentices in training in the area exceeds a ratio of one to five, or C) When the trade can show that it is replacing at least 1/30 of its membership C� through apprenticeship training on an annual basis state-wide or locally, or d) When the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the puhhQ %c,orks site are making such contributions, The Contractor and any subcontractor will comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards,wage schedules and other requirements 11-B-23) Agreement No. 5582 may be obtained from the Director of Industrial Relations,ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 7-2.4 RECORD OF WAGES PAID: INSPECTION Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by the City, the Contractor will provide copies of the records at its cost. 7-3 LlABIl,,ITI`Y INS1.IRANCE Subsection 7-3, Liability Insurance, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-3.1 GENERAL Contractor will procure and maintain for the duration of the contract the following insurance coverages and limits against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work covered by this agreement by the Contractor, its agents, representatives, employees or subcontractors: COVERAGE PER ISO FORM COMBINE OCCURRENCE D SINGLE LIMIT Comprehensive General Liability CL 00 02 01 85 or 88 $2,000,000 Business Auto CA 00 0101 87 $1,000,000 Workers' Compensation Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. Combined single limit per occurrence will include coverage for bodily injury, personal injury, and property damage for each accident. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the policy will be endorsed such that the general aggregate limit will apply separately to this contract and a copy of the endorsement provided to the City. Liability policies will contain, or be endorsed to contain the following provisions: II-B-24 Agreement No. 5582 GENERAL LIABILITY AND AUTOMOBILE LIABILITY: The City, its officers, officials, employees, agents, and Volunteers will be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, occupied or used by the Contractor;or autotnobiles owned, leased,hired or borrowed by the Contractor. The coverage will contain no special limitations on the scope or protection afforded to the City, its officers, officials, employees, agents, or volunteers. The Contractor's insurance coverage will be primary insurance as respects the City, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City, its officers,officials,employees,agents,and Volunteers will be excess of the Contractor's insurance and will not contribute with it. The insurer will agree in writing to waive all rights of subrogation against the City, its officers,officials,employees and volunteers for losses arising from work performed by the Contractor for the City. Any failure to comply with reporting provisions of the policies will not affect coverage provided to the City, its officers, officials, employees, agents and volunteers. The Contractor's insurance will apply separately to each insured against whom claim is made or Suit is brought, except with respect to the limits of the insurer's liability. WORKERS' COMPENSATION: The insurer will agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Contractor for the City. ALL COVERAGES: Each insurance policy required by this subsection will be endorsed to state that coverage will not be Suspended,voided,cancelled by either party,reduced in coverage or in limits except after thirty (30) calendar days written notice by certified mail, return receipt requested, has been given to: CITY CLERK City of El Segundo 350 Main Street El Segundo, CA 90245 Notwithstanding4-- the foregoing, the endorsement may state that insurance may be cancelled upon ten (10) calendar day notification for non-payment of premium. The Contractor will provide the City with updated proof of insurance should the Contract 11-B-25 Agreement No. 5582 Time extend beyond the policy expiration date. All liability insurance will be on an occurrence basis. Insurance on a claims made basis will be rejected. Any deductibles or self-insured retentions will be declared to and approved by City. The insurer will provide an endorsement to City eliminating such deductibles or self-insured retentions as respects the City, its officials,employees,agents, and volunteers. Except for Workers Compensation Insurance,Contractor will furnish to City certificates of insurance and endorsements on forms acceptable to the City's City Attorney, duly authenticated, giving evidence of the insurance coverages required in this contract and other evidence of coverage or copies of policies as may be reasonably required by City from time to time. Endorsements must be supplied on ISO Form No.CG 20 10 1185,or equivalent. Certificate/endorsement for Workers Compensation Insurance will be furnished on State Comp Fund or other industry standard form. Except for worker's compensation insurance,all insurance required herein will be placed with insurers with a Best's Rating of not less than A:VII. Worker's compensation insurance policies will meet the requirements of California law. All subcontractors employed on the work referred to in this contract will meet the insurance requirements set forth for Contractor. Contractor will furnish certificates of insurance and endorsements for each subcontractor at least five days before the subcontractor entering the job site, or Contractor will furnish City an endorsement including all subcontractors as insureds under its policies. Except as provided in Subsection 6-10,the Contractor will save,keep and hold harmless the City, its officers,officials, employees,agents and volunteers from all damages,costs or expenses in law or equity that may at any time arise or be claimed because of damages to property,or personal injury received by reason of or in the course of performing work, which may be caused by any willful or negligent act or omission by the Contractor or any of the Contractor's employees, or any subcontractor. The City will not be liable for any accident, loss or damage to the work before its completion and acceptance, except as provided in Subsection 6-10. The cost of such insurance will be included in the various items of work in the Contractor's bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed. In the event that any required insurance is reduced in coverage,cancelled for any reason, voided or suspended, Contractor agrees that City may arrange for insurance coverage as specified, and Contractor further agrees that administrative and premium costs may be deducted from payments due to the Contractor. Contractor will not be allowed to work until alternate coverage is arranged. Coverage will not extend to any indemnity coverage for the active negligence of the additional insured if the agreement to indemnify the additional insured would be invalid H-B-26 Agreement No. 5582 Linder Civil Code § 2782(b), 7-3.2 INDEIVNIFICA"FJON AND F)EFENSE In addition to the provisions of Subsection 7-3 of the Greenbook as between the City and Contractor, Contractor will take and assume all responsibility for the work as stated herein or shown on the plans. The Contractor will bear all losses and damages directly or indirectly resulting to it, to the City, its officers,eniplo,,ees. and agents, or to others on account of the performance or character of the v,,ork, unforeseen difficulties, accidents, traffic control, job site maintenance, or any other causes whatsoever. The Contractor will assume the defense of and indemnify and save harmless the City of El Seaunck), its officers, employees. and agents, from and against any and all claims, losses, d3rTlage,expenses and liability ofevery kind, nature,and description,directly or indirectly arising from the performance of the contract or wN,ork, regardless of responsibility for iiegflgeiice.and from any nand call claims, losses.darnage,expenses,and liability, howsoever the same may be caused, I'Miltillil directly, 01° itldirectl% from the nature of the work covered by the contract,regardless ol"respotisibility for negligence. to the fullest extent permitted by law. In accordance Nvith Civfl Code § 2782, nothing iii this Subsection 7-3.2 or in Subsection 7-3 of the Standard Specifications will require defense or indemnification for death, bodily injury, injury to property,or any other loss, damage or expense arising from the sole negligence or willful MiSCOTICIUct of the City,or its agents, servants or independent contractors who are directly responsible to the City, or f'01*defects in design furnished by such persons.Moreover,nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose on the Contractor, or to relieve tile City from, liability for active negligence of the City. The City does not, and r,will not, waive any rights against the Contractor \vhich it may have b'y reason of thQ, aforesaid hold harmless,agreQaients because of the acceptance by the City, or deposit with City by Contractor, of arab insurarice lxflicies described in Subsection 7-3 of the Special Provisions. This hold harmless agreement by the Contractor will apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered by reasons of any of the operations of Cotitractor, or any subcontractor,regardless ofw,vhether c)r.Wt Such policies,are deterniined to be applicable to any of such damages or claims for damages. No act by the ("it,'. M* its resent,atives It'l pn cessing or aceeptiiw any platis, in releasing any bond, in inspecting oi-accepting anv work, or ofany other nature. v"ill in s am! respect rehe�,e the Contractor or an�one else froni an%, le(yal responsibility, or hahifity lie might ot[ierv,'ise have. 7-5 PERMITS The following paragraph will be added to Subsection 7-5 of Greenbook: 11-B-27 Agreement No. 5582 The Contractor will apply for permits required by the City Building Safety Division. These permits will be issued on a"no-fee"basis. However,the Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations. All bonding fees,(overweight and oversized vehicle permit fees)inspection permit fees or other fees charged or required for such permits must be paid by the Contractor.These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed. 7-8.1 CLEANUP AND DUST CONTROL ............... Subsection 7-8.1, Cleanup and Dust Control, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-8.1.1 GENERAL On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet,the Contractor will be required to sweep the worksite utilizing a pick-up type street sweeper a minimum of once daily. 7-8.1.2 WATERING Water for the laying of dust caused by Contractor's operations or the passage of traffic through the work will be applied as necessary or as directed by the Engineer. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant upon placing deposits and fees as described in this contract,the Engineer will cause a meter to be installed. All water used from the hydrant will be metered and charged to the Contractor at the prevailing rate plus the current daily meter rental rate.The Contractor will be charged a$15 reconnect fee if the Contractor wishes to move the meter to a different hydrant. Costs of water to be used will be included in the cost of various bid items. 7-8.6 WATER POLLUTION CONTROL The following requirements are added to establish storm water and urban runoff pollution prevention controls. (a) Storm or construction generated water containing sediment such as,construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system. (b) Temporary sediment filtering systems such as sandbags, silt fences, or gravel II-B-28 Agreement No. 5582 berms will be utilized to trap sediment so that only filtered water enters the City's storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the Contractor. (c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub- grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted. (d) Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City. (e) Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties. (f) No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water Pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. (h) All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor's failure to implement water pollution control measures will be charged to the Contractor. 7-9 PRO'"I'U"I"ION AND RES'FORATION OF EXISTING IMPROVEMENTS The following requirements are added to Section 7-9: Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor's operations,such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements. Relocations, repairs, replacements, or re-establishments will be at least equal to the existing improvements and will match Such improvements in finish and dimensions unless otherwise specified. 7-10 PUBLIC CONVL�:INIENCE AND SAFETY, The following requirement is added to Section 7-10: H-B-29 Agreement No. 5582 Unless otherwise specified all traffic control will be performed in accordance with the Work Area Traffic Control Handbook(WATCH)Latest Edition,published by Building News. 7-10.1 TRAFFIC ANIS ACCESS The Contractor will notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one(1)twelve (12)foot wide traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Engineer.The traffic lanes will be maintained on pavement,and will remain unobstructed.All work requiring that a lane be closed or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards. Clearances from traffic lanes will be five(5)feet to the edge of any excavation and two (2)feet to the face of any curb,pole, barricade,delineator, or other vertical obstruction. One four(4)foot wide paved pedestrian walkway will be maintained in the parkway area on each side of all streets.The clearance from the pedestrian walkway to any traffic lane will be five (5) feet. Pedestrians and vehicles will be protected from all excavations, material storage,and/or obstructions by the placement of an adequate number of lighted barricades(minimum two(2))at each location,one(1)at each end of the obstruction or excavation),which will have flashing lights during darkness.Barricades will be Type I or Type II per Section 7-3 and lights will be Type A per Section 7-6 of the "Work Area Traffic Control Handbook" (WATCH). 7-10.2 STREET CLOSURES, DI:TOIJI. S. BARRICADES, Street closures will not be allowed except as specifically permitted by the Engineer. The Contractor will prepare any traffic control or detour plans that may be required as directed by the Engineer.Lane transitions will not be sharper than a taper of thirty(30) to one (1). Temporary traffic channelization will be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain. Where access to driveway or street crossings need to be maintained,minimum 1 1/4 inch thick steel plating will be used to bridge the trench.All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over II-B-30 Agreement No. 5582 the plates and have a non-skid Surface.Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Engineer. 7-10.5 PROTECTION OFTHE PUBL,IC It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public.The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property,which would result from interruption or contamination of public water supply,interruption of other public sci'ViM 01' from the failure of partly completed or partially removed facilities. Untistial conditions may arise on the I)ro'iect which will require that immediate and unusual provisions be made to protect tile p0lic fr(,nn danger or loss of life,or damage to life and property,due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety,protection of utilities and protection of ad'jacent structures or prodamaged property. vvhich may be damed by the Contractor's operations and wl eii. iti the opinion 4the Engineer.iminechate actioti \, ill be considered necessary ii)order to Protect OIC public or property due to the Contractor's operations Linder this contract, the Engineer will order the Contractor to provide a rernedy for the unsafe condition. If the Contractor fails to act on the Situation immediately, the Engineer may provide suitable protection to said interests by causing Such work to be done and material to be furnished as, in the opinion of the Engineer,may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety. 7-15 HAZARDOUS NIATMAL The following Subsection will be added to Section 7 of the Greenbook: For any excavation, which extends more than four feet below existing grade, the Contractor will promptly,and before the conditions are disturbed,notify the Engineer, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117,which is required to be removed to a Class 1, Class 11, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) LMkM)wn ph,,:sical conditions at the site of any LMLNuat nature.(1011orent materially from tht,)se ordinarily encountered and generally rQcognized as inherent in work of the character provided for in the Contract Documents. H-B..')1 Agreement No. 5582 After receiving notice from the Contractor, the Engineer will promptly investigate any condition identified by the Contractor as being hazardous.The rights and obligations of the City and the Contractor with regard to such conditions(including,without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook. If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor's cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract,but will proceed with all work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMP SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as"Lump Sum," "L.S.,"or"Job"will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor,equipment,materials and plant necessary to furnish,construct and install the lump sum item of work, complete, in place,and for all necessary appurtenant work, including, but not limited to, all necessary cutting,patching, repair and modification of existing facilities, and clean up of site. Contractor will furnish three copies of a detailed schedule,which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Engineer as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component. This schedule will be the basis for progress payments for the lump sum work. 9-3.2 PARTIAL AND FINAL PAYMENTS The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following: II-B-32 Agreement No. 5582 The closure date for the purpose of making partial progress payments will be the last working day of each month. The Contractor will prepare the partial payment invoice with measurement of the work performed through the closure date and submit it to the CITY for approval. When work is complete, the Contractor will determine the final quantities of the work performed and prepare the final progress payment, and submit it to the Engineer for approval. It will take a minimum of thirty-five (35) calendar days from the date of approving the Contractor's invoice to make the payment to the Contractor.However,payments will be withheld pending receipt of any outstanding reports required by the contract documents, or legal release of filed Stop Payment Notices against the Contractor. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-built conditions. The full five percent (5%) retention will be deducted from all progress payments. The Contractor will make a payment request for the retained amount, for approval by the City, upon field acceptance of the work by the City Engineer. The City Engineer upon field acceptance and receipt of the final as-built plans and any other reports or documents required to be provided by the Contractor will process a recommendation to the City Council for acceptance of the work.Not less than thirty-five(35)calendar days from the City Council acceptance of the work, the Contractor's final payment will be made provided Stop Payment Notices or other claims have not been filed against the Contractor and/or the City by material suppliers, Stib-contractors, other govenunemal agencies,, and private property owners, Until these Stop tlayment Notices are i-eleased and elairns are resolved the stop payment/claim amount will be withheld from the final payment. The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety or equal value. At the request and expense of the Contractor, Surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay Such Surety to the Contractor upon satisfactory completion of the contract. Pursuant to PCC § 22300,the Contractor may Substitute Securities for retention monies held by the City or request that the City place such monies into an escrow account.The Contractor is notified, pursuant to PCC § 22300, that any Such election will be at the Contractor's own expense and will include costs incurred by the City to accommodate the Contractor's request. Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract 11-B-33 Agreement No. 5582 Schedule in the form prescribed by these Contract Documents.Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment,without liability to the City,until such an acceptable updated Contract Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work. A City Council resolution established a Project Payment Account,encumbered money in the current budget,and assigned that money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if for any reason this fund is not sufficient to pay Contractor, Contractor will not be entitled to payment. The availability of money in this fund, and City's ability to draw from this fund, are conditions precedent to City's obligation to make payments to Contractor. 9-3.3 DELIVERED NIA"Fl:;"RIAL," Materials and equipment delivered or stored,but not incorporated into the work,will not be approved for progress payments. 100-1 .11-RN41NATION t;.)1°" AGENCY LIABILITY Before receiving final payment,the Contractor will execute a Release on Contract"form which will operate as, and will be a release to the City, the City Council, and each member of the City Council and their agencies, from all claims and liability to the Contractor for anything done or furnished for, or relating to,the work or for any act of neglect of the City of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided in Subsections 9-3 of the Standard Specifications and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims. - END OF SECTION - I1-B-34 Agreement No. 5582 SECTION III — SPECIAL PROVISIONS 1. GENERAL 1.1 GENERAL STANDARDS AND PROJECT SPECIFICATIONS 1. All work shall be performed in accordance with the Standard Specifications for Public Works Construction,2015 edition,including supplements thereto,American Public Works Association, Standard Plans for Public Works Construction, American Water Works Association Standard Specifications, the City of El Segundo Engineering Division's Standard Drawings, unless otherwise shown on the plans, or as specified herein. 2. Strict compliance with State and local safety codes will be enforced. 3. Legible copies of material/weight certification shall be turned over to the inspector on a daily basis. 4. The Engineer's decision shall be final as to interpretation and/or conflict between any of the referenced code, laws, ordinances, specifications and standards contained herein. 1.2 EXAMINATION OF JOB SITE The BIDDER shall make a detailed physical inspection of the site before submitting his/ her proposal. It is understood that the BIDDER has satisfied himself/ herself regarding existing conditions and existing access conditions which may affect bid prices for the proposed work. 1.31 INSPECTION On all questions relating to quantities, the acceptability of material, or work, the execution, progress or sequence of work and the interpretation of specifications or plans, the decision of the Engineer is final and binding, and shall be precedent to any payment Linder the contract. All work and materials are subject to inspection and approval of the Engineer. Inspection of the work shall not relieve the CONTRACTOR of the obligations to fulfill all conditions of the contract. 1.4 WORKING DAYS, TIME FOR COMPLETION AND CONSTRUCTION SEQUENCE CONTRACTOR wi 11 commence work on date specified in the Notice to Proceed to be issued to said CONTRACTOR by the Public Works Department of CITY and will complete work on the PROJECT,within 65(SJX']A%F1 VE)WORKING DAYS after the date of commencement. Agreement No. 5582 Hours of work shall be limited to 7:00 AM through 4:00 PM weekdays only, unless otherwise specified. 1.5 NOTIFICATIONS The CONTRACTOR will notify all agencies listed here in a minimum of forty-eight (48) hours before start of operation. The following list of names and telephone numbers are intended for the convenience of the CONTRACTOR and the City does not guarantee either the completeness or correctness of this list. OPERATION OFFICE TELEPHONE Start of work, Arianne Bola, Project Manager 310-524-2364 shutdown of work, Lifan Xu, City Engineer 310-524-2368 or resumption of work Anthony Esparza, Water Supervisor 310-524-2746 after shutdown Closing of streets El Segundo Police Department** 310-524-2200 El Segundo Fire Department** 310-524-2236 Street striping Street Maintenance Division 310-524-2709 Water/Sewer/Storm Drain Anthony Esparza/Ron Campbell /Ron Fajardo 310-524- 2742 **The CONTRACTOR will notify the Engineering Division before notifying these offices. The following information is provided for CONTRACTOR'S use to notify agencies if their facilities are affected by CONTRACTOR'S work: 1. Underground Service Alert(all excavation in public right-of-way) 800-227-2600 2. City of El Segundo - Water/Wastewater Division 310-524-2745 3. City of E1 Segundo - Recreation and Parks 310-524-2707 4. Southern California Gas Company 310-671-9002 5. Southern California Edison Company (SCE) 310-417-3366 6. Pacific Bell 310-515-4430 7. Time Warner Communication (Cable) 310-768-0400 Extension 414 8. Los Angeles County Sanitation District 310-699-7411 9. El Segundo Unified School District 310-615-2650 III-A-2 Agreement No. 5582 1.6 MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: 1. Obtaining and paying for all required bonds, insurance, permits, and licenses 2. Moving on to the site of all Contractor's equipment required for operations 3. Installing and removing of all temporary facilities required for operations. 4. Submittal of Construction Schedule, Contractor Contact List, and Notices to City staff for City approval 5. Notification of City staff, residents, businesses, and motorists as necessary 6. Re-notification of all affected parties for all construction schedule changes 7. Preparation and cleaning of work area as necessary in order to implement repairs 8. Restoration, to existing standard conditions or better, of public property damaged during construction 9. NPDES permit compliance 10. Furnishing temporary water services to maintain water services to consumers at all time. 11. Demobilization 1.7 ACCESS TO DRIVEWAYS Access to driveways shall be maintained at all times for residents and businesses during non-working hours of 4:00 p.m. through 7:00 a.m. weekdays and 24-hours a day on weekends and holidays. 1.8 TREE ROOTS At locations where tree roots are encountered,the CONTRACTOR shall cut out the tree roots to the full cross section of the new work a minimum of two (2) feet below finished grade Linder the supervision of the Recreation and Parks Department. Cost of this work shall be included in the other items of work, 1.9 CURB DRAIN OUTLETS The CONTRACTOR shall reconstruct all Curb drainage Outlets that fall within the limits of his/tier work. Cost of this work shall be included in the other items of work. 1.10 OTHER METER BOXES; PULL BOXES The CONTRACTOR shall make adjustments to all other meter boxes and electrical pull boxes (within the work limits) to match new grade. Cost of this work shall be irICILided in the other items of work. 1.11 PROTECTION OF EXISTING IMPROVEMENTS Existing public and/or private improvements, adjacent property, Utility and other facilities,trees, fences, sprinkler systems, plants, City benchmarks and centerline ties 111-A-3 Agreement No. 5582 that are not to be removed,shall be protected from injury or damage as provided for in Sub-section of Part 1 of SSPWC "Greenbook" Standard Specifications. Any pavement, curb, gutter, landscaping or sidewalk removed beyond the limits established by the Engineer shall be reconstructed by the CONTRACTOR at his own expense and no additional compensation will be allowed. 1.12 TIE-OUT&RE-ESTABLISH SURVEY MONUMENTS AND BENCHMARKS In accordance with Section 8771 of the Business and Professional Code,the Contractor will be required to hire a licensed land surveyor to tie out monumentation affected by the project prior to commencement of construction and require the land surveyor to file corner records with the City Engineer; and re-establish any such monuments or benchmarks damaged or destroyed during construction and file corner records with the City of El Segundo Public Works Department after replacement. The City shall determine which monuments found and listed in the Contractor's Surveyor's letter are to be tied out and re-established. 1.13 DISPOSAL OF REMOVALS All removed materials shall become the property of the CONTRACTOR and shall be legally disposed by him/her away from the site of work. Note: There are no authorized dump facilities within the City of El Segundo. 1.14 WASHING OF CONCRETE TRANSIT MIXERS Concrete transit mixers shall not be washed out on alleys,streets,or parking lots.Also, refer to Section 7-8.6 Water Pollution Control (II-B-28 and 29) for additional requirements. 1.15 SURFACE RESTORATION Permanent restoration of surface improvements shall be completed to the approval of the Engineer no later than ten(10)calendar days after the new water line and services have been successfully pressure tested. 1.16 REPAIRS, REPLACEMENTS AND CLEANUP The CONTRACTOR shall repair at his/her own expense any damage to curbs, gutters, sidewalks, landscaping and irrigation systems, or any other property of the City, or of adjacent private property caused him/her in the performance of the work. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Upon completion of the work and before final inspection, the entire worksite shall be cleared of equipment,unused materials,and rubbish so as to present a satisfactory and neat appearance. III-A-4 Agreement No. 5582 Work will not be approved until proper cleanup is accomplished. All cleanup costs shall be absorbed in the CONTRACTOR'S bid. 1.17 PUBLIC/ RESIDENT NOTIFICATION Due to the nature of this project involving some inconvenience to residents, businesses,and the public,a good public relations program is mandatory and evidence of satisfactory past performance in this area will be required. The City will require the CONTRACTOR to distribute two (2) "Public Notice's"to each business and resident affected by the construction.Notices must be approved by the City prior to distribution.The first notice shall be distributed ten(10)calendar days prior to the start of any work.The second notice shall be distributed at least forty-eight (48)hours prior to the start of work. Said notice shall be attached to a red information hanger provided by the CONTRACTOR and hung on the front door knob of every resident/ business on the project streets. 1.18 TRAFFIC CONTROL, PUBLIC SAFETY AND CONVENIENCE 1. Tral"11c control,construction signing and traffic maintenance shall comply with the provisions Of Sub-section 7-10 of the SSPWC "Greenbook" Suandard Specifications and the current requirements set forth in the California Manual on Uniform Traffic Control Devices published by the Department of Transportation, State of California,the CONTRACTOR'S Traffic Control Plans and these Special Provisions. 1 PUBLIC CONVENIENCE At the pre-construction meeting,the CONTRACTOR shall submit a construction schedule to the City for approval. Based on the construction schedule, the CONTRACTOR will notify residents and businesses of the proposed work (as discussed in Section 1.0.17 above)and post temporary "NO PAR-KING" signs at no cost to the City. Signs shall be posted at all intersections a maximum of 200 feet between signs. Signs may be attached to existing poles or street light standards. When necessary, the CONTRACTOR shall furnish the posts. Signs shall be posted at least seventy-hvo (72) 11OW'S prior to any construction in the area. Signs shall shm,% specific dates and time. ofparklno restrictions. 4,See "kpliendix for City of El Segundo Standard Drawing No. SJ'-18 `1'ypical 'feniporar%, No Parkin- Sign".) The dates and times on the signs shall be site specific and shall cover the minimum time required for "NO PARKING" to facilitate construction. Generic long term "NO PARKING" time designations are not acceptable. Parking shall not be restricted during any period when construction activity is not scheduled at the particular site. On streets where parking is being temporarily prohibited on one side due to HI-A-5 Agreement No. 5582 construction and where the other side of the street has permanent"NO PARKING ANYTIME"signs,the CONTRACTOR shall contact the City Police Department and Public Works Department Street Division and obtain approval to bag these "NO PARKING ANYTIME" signs until construction has been completed for the subject block. ONCE A SECTION OF STREET HAS BEEN POSTED,FAILURE OF THE CONTRACTOR TO MEET AND COMPLETE THE APPROVED DAILY SCHEDULE DUE TO CONDITIONS UNDER THE CONTRACTORS CONTROL,WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICAL AND EXTREMELY DIFFICULT TO DETERMINE.FOR FAILURE TO MEET AND COMPLETE THE SCHEDULE AFTER POSTING,THE CONTRACTOR SHALL PAY TO THE CITY, OR HAVE WITHELD FROM MONIES DUE, THE SUM OF $200 AS LIQUIDATED DAMAGES FOR EACH DAY OF ADDITIONAL POSTING REQUIRED TO COMPLETE THE PROPOSED WORK. REPOSTING AND NOTIFICATION WILL BE REQUIRED FOR EACH MISSED DAY. SAID POSTING AND NOTIFICATION WILL BE AT THE CONTRACTOR'S EXPENSE. The CONTRACTOR shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Sub- section 7-10 of the General Provisions. Should the CONTRACTOR appear to be neglectful or negligent in furnishing warning and protective devices, the City Engineer may direct attention to the existence of a hazard and the necessary warning and protective measures shall be furnished and installed immediately by the CONTRACTOR at his/her expense. Should the City point out the inadequacy of warning and protective measures,such action on the part of the City Engineer shall not relieve the CONTRACTOR from responsibility for public safety or abrogate his/her obligation to furnish and pay for these devices. If said devices will be placed or caused to be placed by the City Engineer, the cost of placing such devices shall be the sole responsibility of the CONTRACTOR and shall be paid for the rate of$50/hour for labor and vehicle use, $20/day per barricade and any other costs incurred by the City relative to traffic control. Said costs shall be deducted from the total contract price for the work. 3. CONSTRUCTION SIGNING Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the California Manual on Uniform Traffic Control Devices. The traffic control system shall be installed on a road prior to stating work for that road and shall not be removed until all work has been completed on that road. III-A-6 Agreement No. 5582 4. TRAFFIC MAINTENANCE The CONTRACTOR shall be responsible for handling vehicular and pedestrian traffic in accordance with Sub-section 7-10 of the SSPWC"Greenbook"Standard Specifications of these Special Provisions. The CONTRACTOR shall prepare all necessary traffic control plans prior to commencement of any work and submit to the City for approval at the pre- construction meeting. The CONTRACTOR shall cooperate with the Engineer relative to handling traffic through all work areas When two-way traffic is restricted to one (1) lane, traffic shall be controlled as required by California Manual on Uniform Traffic Control Devices.A pilot car and driver will be required at various locations if control by flaggers proves deficient in the opinion of the Engineer. In no case shall the CONTRACTOR provide less than one (1) lane of travel throw0l the Construction zone on all of the subject streets. CONTRACTOR'S equipment and personal vehicles of the CONTRACTOR'S employees shall not be parked on the traveled way at any time. Parking of construction equipment shall be confined to the approved storage site. The CONTRACTOR shall conduct all operations so as to provide reasonable access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public. For each establishment, i.e. parking lots, business establishments and apartment buildings, the CONTRACTOR shall provide vehicular access to at least one (1) driveway. 1.19 CONSTRUCTION STAGING AREA The Contractor shall not store materials or equipment in the public right-of-way without prior written authorization from the Engineer. The Contractor shall store materials or equipment in authorized area only. 1.20 USE OF PRIVATE PROPERTY The Use of any private property by the CONTRACTOR is prohibited. The prohibited uses include, but not limited to, CONTRACTOR'S use of water, electricity or natural gas from the private property, and storage of material or equipment and turning around/parking of his vehicles on private property. IH-A-7 Agreement No. 5582 1.21 COOPERATION WITH CONCURRENT CONSTRUCTION AND OPERATIONS: The Contractor shall cooperate with other contractors and the City's personnel performing work in the vicinity, shall conduct its operations in a manner to prevent unnecessary delay or hindrance to their work,and shall coordinate its work with theirs to permit proper and timely completion of all projects in the area. 1.22 COORDINATION WITH AFFECTED BUSINESSES AND RESIDENTS The Contractor shall respond to any complaints received from a property owner (business or resident) and contact the complainant within one (1) working day. The complaint shall be resolved within two (2)working days from the date on which it was received. The Contractor shall adjust its schedule in order to allow affected Businesses to operate as regularly scheduled. 1.23 NPDES COMPLIANCE I. Contractor shall thoroughly clean dust and debris resulting from his operations to comply with the "Clean Water Act." Sweeping, wet vacuuming, and/or other approved measures of removing such debris shall be taken during the removal and construction operations.No dust or debris shall be deposited or discharged into the storm drain facilities. The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work.No concrete footing shall be laid in water,nor shall water be allowed to rise over them until the concrete or mortar has set at least eight(8)hours. Disposal of water shall be the sole responsibility of the Contractor.Disposal methods shall conform to the Porter-Cologne Water Quality Control Act of 1974,the Federal Water Pollution Control Act Amendments of 1972,and the California Administrative Code, Title 23, Chapter 3. Contractor shall not discharge or permit to be discharged to any street,channel,river, storm drain, or any appurtenances thereof, any non-rain water or other fluid substance from the project or from operations pertaining to the project site without first securing a valid National Pollutant Discharge Elimination System (NPDES) permit unless the discharge is specifically listed as exempt or conditionally exempt in the most current list issued by the Regional Water Quality Control Board, Los Angeles Region. Contractor shall implement all necessary Best Management Practices (BMPs) to ensure that any conditionally exempt discharge meets all current requirements of the Regional Water Quality Control Board and City. III-A-8 Agreement No. 5582 City may prohibit or restrict any discharge if, in its sole discretion,the discharge is Polluting, Unsafe, or causes a nuisance condition to be created. 1 Contractor shall reduce the discharge of pollutants in storm water runoff to the maximum extent practicable by the effective implementation of appropriate BMPs. The following are the minimum requirements: a. Sediments from areas disturbed by construction shall be retained on site and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities, or adjacent properties via runoff, vehicle tracking, or wind. b. Construction-related materials,wastes,spills,or residues shall be retained at the construction site to minimize transport from the work area to streets, drainage facilities or adjoining properties via vehicle tracking,runoff, or wind. c. Non-stormwater runoff from equipment and vehicle washing shall be contained at project sites. d. Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs, Such as limiting grading scheduled durinc,the wet season;inspecting graded areas during rain events;planting and maintenance of vegetation on slopes; and covering erosion Susceptible slopes. 3, The selection, submittal, and adherence to BMPs are the responsibility of the Contractor. The selected BMPs Must be submitted to and approved by City prior to performing any operation under this contract which will disturb or expose soil, including,but not limited to:excavation,grading,demolition,clearing and grubbing, pavement removal,etc. 4. Construction activity that results in soil disturbances of less than one acre is Subject to the General Permit for Storm Water Discharges Associated with Construction Activity(General Permit)if the construction activity is part of a larger common plan of development that encompasses one or more acres of soil disturbance or if there is significant water quality impairment resulting from the activity. If it is determined that the entire site consists of one acre or greater,the Contractor must file a Notice of Intent (NOI) with the State to comply with the terms of the General Permit,and must provide proof of a Waste Discharge Identification(WDID) Number to the City prior to the issuance of a grading permit. The preparation, submittal and adherence to all NOls, Storm Water Pollution Prevention Plans (SWPPPs), Wet Weather Erosion Control Plans (WWECPs), and Contractor Self- Inspection Forms are the responsibility of Contractor. 5. The City may restrict the continuation of work if it is determined that the Contractor has not met all the NPDES requirements, 5. The cost of complying with these environmental requirements shall be considered included in the Contract bid price for other items of work unless the cost of compliance is listed as a separate bid item within the bid schedule. M-A-9 Agreement No. 5582 1.24 UTILITIES Potholing of existing utilities should take place two weeks prior to the start of the construction of the 10-inch ductile iron water main to allow adequate time for the necessary protection,removal and rearrangement of utilities by either the utility owner or the Contractor, as applicable. For work to be performed by a utility owner, the construction schedule shall allow for the time period required by the utility owner for such work. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection,removal,or rearrangement of utilities, and shall obtain the Engineer's approval of such changes. No additional compensation will be allowed for modifications to trench shoring caused by utility service connections whether or not the utility services are shown on the Plans. 2. CONSTRUCTION MATERIALS 2.1 PIPES AND FITTINGS I. Pipe shall be new and unused ductile-iron class 52 and shall meet the requirements of AWWA C 15 0 and AWWA C151. 2. Fittings shall be new and unused ductile-iron per AWWA C 110 and AWWA C 153. 3. Pipe and fittings shall be new and unused cement-mortar lined in accordance with AWWA C104. 4. Outside coating of pipes and fittings shall be in accordance with AWWA C 151. 5. Joints shall be mechanical, flanged or push-on as indicated on the drawings and manufactured in accordance with AWWA C 110,AWWA C I I I and AWWA C 153. 6. Ford Service Saddle Style 202 Brass Double Strap or approved equal saddle connections to be used for service connections. 2.2 MECHANICAL JOINT RESTRAINT 1. Mechanical joint restraint shall be incorporated in the design of the follower gland and shall include a restraining mechanism which,when actuated,imparts multiple wedging action against the pipe, increasing its resistance as the pressure increases. 2. Flexibility of the joint shall be maintained after burial. 3. Glands shall be manufactured of ductile-iron conforming to ASTM A 536-80. 4. Restraining devices shall be ductile-iron heat treated to a minimum hardness of 370 BHN. 5. Dimensions of the gland shall be such that it can be used with the standardized mechanical joint bell and tee-head bolts conforming to ANSI/AWWA A21.11 and ANSI/AWWA C153/A21.53. 6. Twist-off nuts shall be used to insure proper actuating of the restraining devices. 7. The mechanical joint restraint device shall have a working pressure of at least 250 psi with minimum safety factor of 2:1 and shall be EBAA Iron,Inc.,MEGALUG, or approved equal. 8. All flange bolts shall be zinc plated and shall be coated with an asphaltic bitumastic undercoating. III-A-10 Agreement No. 5582 2.3 GATE VALVES 1. Gate valves shall be new and unused and conform to the latest revision of AWWA C509 covering resilient seated gated valves. 2. The valves shall be non-rising stem,Counter clock-wise opening and provided with a 2" square operating nut with an arrow cast in the metal to indicate direction to opejl. 3. The wedge shall be of cast iron completely encapsulated with urethane rubber. 4. The urethane sealing rubber shall be permanently bonded to the cast iron wedge to meet ASTM tests for rubber metal bond ASTM D429. 5. Stems for NRS assemblies shall be stainless steel with integral collars in full compliance with AWWA.The NRS stem stuffing box shall be the 0-ring seal type with two (2) rings located above the thrust collar. The two (2) rings shall be replaceable with valve fully open and Subjected to t"Lill rated workino presstire. 6. There shall be two(2)low torqLw thrust bearings located iibovc and below the stem collar. The stem nut shall be independent of ,,vedge ancl sh.,ffl be ni.,Ide ol'solid bronze. There shall be a smooth, unobstructed waterway free of all pockets, cavities and depressions in the seat area. 7. The body and bonnet shall be coated with fusion bonded epoxy both interior and exterior. Each valve shall have the maker's name, pressure rating and year in which manufactured cast on the body. 8. Prior to shipment from factory,each valve shall be tested by hydrostatic pressure equal to requirement for both AWWA(twice the specified working pressure)and 400 psi ULFM requirements. 2.4 VALVE BOXES Valve boxes shall be new and unused and shall be 8" extension type per City of El Sectindo Standard Dra\,vinv, No. WT-14. Cover shall be cast iron and shall have the :r, I "WA"I"ER" cast on top and shall be painted blUe. 2.5 COPPER TUBING Unless otherwise specified,all copper tubing shall conform to ASTM B-88. .1" pe"K". Fittings shall be flare or sweat type connection and shall be of cast bran or forged brass containing at least eighty-five percent (85%) copper, per City of El Segundo Standard Drawing No. WT-I and WT-2. 2.6 FIRE HYDRANTS Fire hydrants shall be 6-inch Clow Model 2050 or 2065, or Jones 3700 or 3775, complete with proper length bury per City of El Segundo Standard Drawing No. WT-7. Bolts to fasten the hydrant top section to the"Bury"section shall be of the breakaway type. Hydrants and bury flanL�es inust be 6-hole per SegLindo's system. Existing hydrant ydrant top sections th,,a are incflc�,ae(*l abanl,)nlylent on the plwls may be salvaged and reused, if approved b\ the City's 'Mtter SLajlert isor, ,Anthony Esparza (310-524-2746). Agreement No. 5582 2.7 AIR RELIEF VALVES Air Relief Valves shall be per City of El Segundo Standard Drawing No. WT-17 and installed by the CONTRACTOR. Meter boxes shall not be installed within any curb ramps. 2.8 METER BOXES Existing water meter boxes to be replaced by new water meter boxes (DF W meter boxes) which shall be installed by the CONTRACTOR at all locations indicated on the plans. Old water meter boxes are to be removed and hauled off-site by the CONTRACTOR. 2.9 TRAFFIC MARKINGS AND HYDRANT MARKERS Traffic stripes,pavement markings of arrows,symbols,numbers and words, and curb markings shall conform to the California Department of Transportation Tr.affic Str~ilaes and I'avernewat Murrinas Standard Suecifications, Section 84, current edition. Pavement markings and striping on all roadways shall be paint or thermoplastic. All stencils and templates shall be identical with those used by the City of El Segundo and/or California Department of Transportation Standard Plan A24 D & E. Two-way blue retroreflective pavement markers (4" x 4") shall be of the prismatic reflector type as specified in Section 85-1.05 of Caltrans Standard Specifications, current edition. 2.10 WATER VAULT HATCH DOORS 1. New vault hatch doors shall be aluminum double-leaf with doors reinforced for AASHTO H-20 wheel loading. 2. Vault door cover shall be diamond pattern for slip-resistance. 3. Hinges shall be stainless steel with stainless steel pins. 4. All hardware shall be Type 316 stainless steel. 5. Spring loaded lift assist mechanisms shall be included on all doors. 6. Hatch doors shall be furnished with slam locks. 7. Special wrench shall be required to unlock hatch doors and shall be provided by the manufacturer. 8. The CONTRACTOR shall verify all dimensions before fabricating new vault hatches. 9. New vault access doors shall be Bilco Type JD-ALH2O, or approved equal. 2.11 ASPHALT CONCRETE PAVEMENT (around hatch doors) Asphalt concrete pavement shall be Class D2-PG 64-10 per subsection 203-6 of the SSPWC "Greenbook" Standard Specifications. 111-A-12 Agreement No. 5582 2.t2 CEMENT MORTAR FOR LEVELING Cement mortar used for leveling new vault upper wall sections shall be Class D Cement Mortar per subsection 201-5 of the SSPWC "Greenbook" Standard Specifications. 3. CONSTRUCTION MU]"HODS 3.1 CONNECTION TO EXISTING FACILITIES All connections shall be made by the CONTRACTOR. The CONTRACTOR shall give the City a inininium of two (2) Nvorkine days notice before the time of any proposed shutdown of existing mains or services. If the proposed shutdown of existinLy water mains or services (to which connections are to be made) result in customer outaL),es. a minimum of rive (5) workinp, dans notice shall be given to the City. Connections shall be made only in the presence of the City Inspector and no connection work shall proceed until the City has given notice to proceed. The CONTRACTOR shall furnish all pipe and materials, including furnishing all labor equipment necessary to make the connections, all recli.iii-ed excawition, bracimg, shoring/, backfill, pavement and replacement, lights and barricades, and the CONTRACTOR may be required to include a %vater truck, highline hose and flatings as part of their equipment for making the connections. Connections shall be flushed and disinfected in accordance with Section 3.0.8 of this Specifications. The City will operate all existing valves. The CONTRACTOR will dewater existing mains,as required, in the presence of the City Inspector.All valves,existing or newly installed,shall be readily accessible at all times to the City's Water Division personnel for emergency operation. The City Engineer may postpone or reschedule any shutdown operation if for any reason he/she feels that the CONTRACTOR is improperly prepared with competent personnel,ecIti ipment,or n'iaterials to proceed with the connection work. I frrogress is inadequate during the connection operations to complete the connection in the tine specified and agreed upon by both the City and the CONTRACTOR RLior to shutdown. All costs for corrective measures shall be paid by the CONTRACTOR. The CONTRACTOR shall be responsible for determining in advance the grade of all existing pipelines to which connections are to be made. Connections shall be made with as little change as possible in the grade of the new main. If the grade of the existing pipe is belinv that of the new pipeline,a sufficient length of "n the new line shall be deepened so as to prevent the creation of any high spot of abrupt changes in grade of the new line. III-A-13 Agreement No. 5582 Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed. Where the connection creates a high or low spot in the line, a standard air release or blow-off(see City of El Segundo Standard Drawing No. WT-17) assembly shall be installed as directed by the City. In no event shall the new pipelines be connected to existing facilities until the new pipelines have been successfully pressure tested and disinfected. See Section 3.0.7 of these specifications. The City does not warranty the condition of the existing facilities. It is the CONTRACTOR'S sole responsibility to provide acceptable pressure testing at its new installation. 3.2 OPEN TRENCH OPERATIONS 1. Open trench operations shall be as set forth in Section 306-1 of Part 3 of the SSPWC "Greenbook" Standard Specifications, except as stated below. 2. Removal and disposal of materials shall be as set forth in Sub-section 300-1.3 except that asphalt concrete pavement shall be removed to neatly sawed edges. 3. Pipe bedding and maximum trench width shall be as shown on City of El Segundo Standard Drawing No. WT-11. 4. Minimal cover on all distribution mains shall be 36 inches or as otherwise specified on the Plan. 3.3 FURNISHING TEMPORARY WATER SERVICE The CONTRACTOR shall furnish adequate temporary water service to all consumers that will be affected by mains shutdown required for construction. The CONTRACTOR shall furnish all necessary adequately-sized hose, piping, valves, tanks trucks and associated equipment used in providing temporary service. Connections shall be flushed and disinfected in accordance with Sub-sections 7 and 8 of Section B of these specifications. The CONTRACTOR shall submit to the City for review a plan and method, or methods, he/she intends to use to furnish this temporary water service,with evidence to show that the system he proposes will adequately supply the requirement of the consumers.The duration of the temporary water service should be kept to a minimum. If the CONTRACTOR elects to use pumping at these locations or any other location throughout the project, low noise pumping equipment only shall be used.Pumps shall be driven by electric motors only with power from temporary service directly from the utility company. Generators will not be permitted. Standby pumping equipment shall be installed and a standby generator shall be at the site continuously during pumping to provide 100%standby pumping capacity. Standby generators shall be equipped with a sound attenuated enclosure. The CONTRACTOR shall provide manpower to 111-A-14 Agreement No. 5582 continuously monitor the pumping equipment on a 24-hour basis while in operation and activate standby equipment, if necessary. 3.4 BRACING AND SHORING Bracing and shoring shall be as set forth in Sub-section 7-10.4.1 of Part I and Sub- section 306-1.1.6 of Part 3 of the SSPWC "Greenbook" Standard Specifications. 3.5 THRUST BLOCKS Concrete thrust blocks shall be as shown on City of El Segundo Standard Drawing Nos. WT-9 and WT-10. Concrete shall be 3,000 psi, and shall be constructed at locations as shown on the Standard Drawings and at all bends and T-intersections. 3.6 DISPOSAL OF SURPLUS MATERIALS Surplus excavated and unsuitable materials shall become the property of the CONTRACTOR and shall be immediately disposed of off the project site. .3.7 TESTING I HYDROSTATIC PRESSURE TESTING After all thrust blocks have been placed for at least two (2) days in the particular portion to be tested, a pressure test shall be conducted by the CONTRACTOR. Each section of main, up to but not exceeding 1,200 feet in length, and all fire hydrants and fittings connected thereto,shall be subjected to a hydrostatic pressure in accordance with AWWA Standard C600 and as modified herein,while all pipe, fittings and joints are inspected for leakage. The section of pipe under test shall be allowed to stand at 40 psi minimum pressure for one (1) hour prior to the beginning of the test. The pressure shall then be increased to 1.5 times the local static pressure, or 150 psi, whichever is greater. Pressure shall be measured at,or corrected to,the lowest point in the portion of the line being tested. After the entire section under test has been inspected and no leaks have been found, or if found, have been repaired and re-subjected to the test pressure., the pressure shall be maintained for four(4) hours, during which time the amount of leakage shall be determined by measuring the quantity of water which Must be added to maintain the test pressure.The maximum allowable leakage per 1,000 feet of pipe, in gallons per hour,shall be in conformance with AW WA Standard C600. 3.8 DISIFECTION 1. GENERAL All water mains, water services,attached appurtenances and connections shall be III-A-15 Agreement No. 5582 disinfected in accordance with AWWA Standard C651 "Disinfecting Water Mains", and as modified herein. CONTRACTOR shall furnish all equipment, labor, materials, safety requirements, and water necessary for chlorinating and flushing the pipeline. Disinfection of new mains, including all chlorination, chlorine residual measurements,collection of samples,and certification of the pipeline disinfection shall be performed by trained personnel. Bacteriological tests shall be performed by a State Certified Laboratory. All costs for disinfection, including laboratory fees, shall be paid for by the CONTRACTOR. CONTRACTOR shall ensure that all pipe, fittings, and appurtenances are kept free from dirt and foreign matter at all times. During construction, all open pipe ends and fittings shall be fitted with a water tight plug.At the end of the work day, the open pipe in the trench shall be plugged in an equally suitable manner. During the chlorination, or chlorinating process, all valves shall be operated, and the chlorine solution shall be drawn through all laterals and appurtenances. Disinfection of mains and appurtenances, hydrostatic testing, and chlorine retention may run concurrently for the required minimum 24-hour period only if prior approval is obtained from the City. In the event of leakage,or where repairs are necessary,added disinfection shall be made only by injecting chlorine into the line whereby adequate mixing is assured. If the test results are not satisfactory,the CONTRACTOR shall provide additional disinfection, as required. Such additional disinfection shall be at the CONTRACTOR'S expense. Disinfection of pipelines 16-inch or smaller shall be accomplished by chlorination using either direct chlorine gas or Calcium Hypochlorite tablets as specified herein. 2. CHLORINE GAS FEED The new system, which is being disinfected, shall be thoroughly pre-flushed, utilizing a minimum velocity of 2.5 feet per second throughout the entire system. The chlorinating agent shall be applied at a point not more than ten(10)feet from the beginning of the section to be chlorinated and shall be injected through a corporation stop, a hydrant, or other approved connection to ensure treatment of the entire system being disinfected. All required corporation stops and other plumbing materials necessary for chlorination,or flushing of all parts of the main being disinfected,shall be installed by and at the expense of the CONTRACTOR. Chlorine gas shall be fed directly from the chlorine cylinder equipped with a suitable device capable of regulating the rate of flow and diffusion of gas within the pipe. Water shall be concurrently fed into the pipe at a rate which produces a residual or not less than 50 (parts per million) PPM of chlorine in all sections of the pipelines and appurtenances being disinfected. Chlorinated water shall be III-A-16 Agreement No. 5582 retained in the system for a minimum duration of 24 hours,and shall produce at the end of the retention period not less than 25 PPM of chlorine in all sections of the pipeline being disinfected. 3. CALCIUM HYPOCHLORITE TABLETS This 11lethod may be used only if the pipes and appurtenances have been maintained in a clean and dry condition during constructk,)n.The number of tablets used shall prodLice a NSkklal of not less than 50 11PN] of cNorine in all sections the pipeline and appurtenances being disinfected when filled with water. During construction, five-gram calcium hypochlorite tablets shall be placed in each hydrant, hydrant branch, and other appurtenances. All tablets shall be attached. using an approved adhesive, on the inside andat the top ofthe main., �\Jth approxiniately equal nUmbers of tablets at each end ofa t,iven pipe. Adhesive shall be a ty lie that will not impart detrimental cornpoutids, to the water supply. The following table inay be used as as 2(lideline 1`61- thC ilL1111bQ1- Of' five-gram tablets needed to achieve 50 P[INI chlorine residual for each l8-foot length pipe section, based on 3.25-g available chlorine per tablet, and with any portion oftabiet rouncled to next higher integer. 1?ipe Diameter Suggested Number (inches) of i-e Tablets 4 1 6 2 8 4 10 5 12 7 The fill rate when using tablets shall be regulated so that the velocity does not exceed one (1) foot per second through the smallest main line being disinfected. Water used to fill the new main during the application of chlorine shall be supplied through a temporary connection that shall include an appropriate cross-connection control device,consistent with the degree of hazard,for backflow protection of the active distribution system. Chlorinated water shall be retained in the system for a minimum of 24 hours, and shall produce at the en(l of the retention period not less than 25 PPM of chlorine in all sections ()f the pipeline disintected. 4. FINAL FLUSHING Following the chlorination period of 24 hours, the newly laid line shall be thoroughly flushed to remove any foreign material. A Suitable connection shall be proMed by the CONT RAC"'I'OR at the end c&cacl'� nes: line at the ineri large enoueli to achieve a flUSNI' VeloQity in the line least live(5)feet per second. III-A-17 Agreement No. 5582 Water shall be flushed from the line at its extremities and at all outlets until the chlorine residual of the water system being flushed is equal to or less than the distribution system level. When Calcium Hypochlorite tablets are used,the system shall be flushed thoroughly utilizing a minimum velocity of 2.5 feet per second. 5. BACTERIOLOGICAL TESTS After the system has been flushed,the CONTRACTOR shall have tests conducted for chlorine residual. Should the chlorine residual in any part of the disinfected system be higher than the distribution system level, the CONTRACTOR shall repeat the flushing procedure. If the chlorine residual,after flushing, is equivalent to or less than the distribution system level, the CONTRACTOR may proceed with the bacteriological tests. Samples shall be taken at the direction of the City with at least one (1) set of samples collected at 1,200 foot intervals along the new water main,plus one(1)set at each dead-end main section, and at least one (1) set from each branch (i.e., laterals 4-inch and larger). Two (2) consecutive bacteriological samples are required for water quality evaluation. The first bacteriological sample shall be taken immediately after final flushing and the second sample shall be taken at least 24 hours later. If bacteriological tests results fail to pass the requirements,the CONTRACTOR shall take corrective actions and daily bacteriological sampling shall be continued until two(2)consecutive negative samples are demonstrated.All samples shall be collected and tested for bacteriological quality in accordance with Standard Methods for the Examination of Water and Wastewater, and shall show the absence of coliform organisms. The following two (2) tests are required to provide information for water quality evaluation: a. Presence/absence of total coliform by any of the following three (3) methods: • Multiple tube fermentation or • Membrane filtration or • Coliert/colisure b. Heterotrophic plate count Report shall include: • Presence/absence of coliform bacteria count per 100 million • Heterotrophic plate count per million • Total and free chlorine residual, taken at time of sample collection All coliform test results must be negative. The heterotrophic plate count shall be 500 or less per million. The results of these tests must be approved in writing by the City's Water Inspection Supervisor prior to activating any new water facilities. Should the test III-A-18 Agreement No. 5582 results from the State Certified Laboratory disclose that the water from the new line does not meet the above standards,the disinfection process shall be repeated until it meets the required standards. In the distribution system,the disinfection process shall be repeated until it meets the required standards. 6. DISPOSAL OF TEST WATER All water used in testing and disinfecting the portions of pipeline, including that used for retesting, shall be disposed of following such testing, retesting, and disinfecting by the CONTRACTOR at his sole expense. The disposal of water shall,in all cases,be carried out in strict observance of the water Pollution control requirements of the California Regional Water Quality Control Board. The CONTRACTOR will be authorized to discharge under the National Pollution Discharge Elimination System (NPDES) permit issued to the City if all requirements and procedures per such permit are followed. (See Section 7-8.6 of the General Provisions; Page II-B-6 and 7). The CONTRACTOR shall apply a reducing agent to the solution to neutralize residual chlorine or chloramines remaining in the water.Additionally,the flow of water from the portions of pipeline shall be controlled to prevent erosion of Surrounding soil,damage to vegetation,and altering of ecological conditions in the area. The CONTRACTOR'S attention is directed to that portion of the pipe with a low elevation.All water used in testing and disinfecting in that portion of the pipe shall be pumped out by the CONTRACTOR, at his expense, as specified in the paragraph hereinabove. The CONTRACTOR,shall furnish and operate all necessary pumps, pipelines, valves, hoses and all other appurtenances needed for pumping out water from the said low portion. 3.9 REMOVAL OF EXISTING WATER VAULT HATCH DOORS, PORTION OF VAULT WALLS, AND ASPHALT CONCRETE PAVEMENT 1. The CONTRACTOR shall completely remove and dispose of the existing aluminum vault hatch doors, hinges, and lifting mechanisms complete. 2. The CONTRACTOR shall saWCLIt, remove, and dispose of approximately the top 12 inches (or more if required) of the existing concrete vault walls to facilitate the installation of the new vault hatches. 3. The CONTRACTOR shall saWCUt, removal, and dispose of the existing asphalt concrete pavement along the edges of the removed vault walls to a horizontal distance of at least 2 feet from the edge of the where the new vault wall will be placed. 4. The CONTRACTOR shall saWCUt and remove any existing concrete flatwork that is in conflict with the new vault hatches, 111-A-19 Agreement No. 5582 3.10 INSTALLATION OF NEW WATER VAULT HATCHES 1. The CONTRACTOR shall install the vault hatches per the manufacture's recommendations. 2. Cement mortar may be used to level the top of the existing walls at the removal line to adjust the new vault hatches to grade. Cement mortar thickness shall not exceed 3 inches. 3. The top of new vault hatches shall be set approximately flush with existing adjacent grades with a maximum slope of 2 percent draining away from the top of the new concrete vault walls to the existing pavement or concrete. 4. A dry well is not required to dispose of runoff collected within the new vault hatch frame. However, the CONTRACTOR shall provide a 1 t/z" PVC drain pipe that daylights at the interior of the new vault walls below the new vault hatches. 3.11 ASPHALT CONCRETE PATCH AROUND NEW WATER VAULT HATCHES 1. After the new vault hatches are installed and adjusted to final grade, the CONTRACTOR shall sawcut and remove a 2-foot wide strip of the existing asphalt concrete pavement on all side of the new vault hatches. 2. The CONTRACTOR shall excavate and/or fill the strip around the new vault hatches to a depth of 6 inches below final grade. 3. The existing subgrade, or base material, shall be moisture conditioned and compacted to 95 percent relative compaction. 4. The CONTRACTOR shall place and compact 6 inches of asphalt concrete pavement around the new vault hatches in 2 lifts per subsection 302-5 of the SSPWC "Greenbook" Standard Specifications.New asphalt concrete pavement shall be flush with adjacent pavement, the top of the new vault hatch concrete walls, and any other existing concrete improvements. 4. REMOVAL AND I FEPLA.C'EMEN'T" OF SURFACE IMPROVEMENTS 4.1 REMOVALS 1. GENERAL Bituminous pavement,concrete pavement,curbs,sidewalks,or driveways,shall be removed in connection with construction shall be removed in accordance with 300.1-3 of SSPWC "Greenbook" Standard Specifications unless otherwise specified in these specifications. 2. BITUMINOUS PAVEMENT Prior to start of excavation for main line and laterals, A.C. pavement shall be saw cut, removed and hauled off site. Where the edge of the excavation of the existing pavement comes within three(3) III-A-20 Agreement No. 5582 feet of the Outer edge of the pavement against gutter line or curb face,the existing paving shall be removed to the gutter line or curb face and the pavement laid to tD gutter line or to the Curb face. Where the edge line of the pavement removed for the pipeline trench excavation is more than three(3)feet from the gutter or curb face the CONTRACTOR,before pkicenient of permanent paving (including base material), is to cut the existing paving nine (9) inches back From the ed,(,e of the trench and remove that existing pavement. In addition thereto, the existing paving is to be mechanically ground down by a minimum of I V2 inches by an additional 12 inches width. The permanent paving shall then be extended as an overlay into this area. Should after grinding there remain less than two(2)inches of pavement then the remaining pavement shall be removed and replaced with a full depth permanent pavement. 3. PORTLAND CEMENT CONCRETE PAVEMENT Concrete pavement shall be removed to neatly sawed edges. Saw cuts shall be made a minimum depth of I %2 inches. If a saw cut in concrete pavement falls with three (3) feet of a construction joint, cold joint, expansion joint, or edge, the concrete pavement adjacent to trenches,where damaged subsequent to saw cutting of the pavement, shall again be saw cut to neat straight lines for the purpose of removing the damaged pavement areas. Such saw cuts shall be parallel to the original saw Cuts. 4. CONCRETE CURB, SIDEWALKS, GUTTERS, CROSS GUTTERS, DRIVEWAYS, AND ALLEY INTERSECTIONS Concrete shall be removed to neatly sawed edges with saw cuts made to a ininiintini depth of I Y2 inches in either length or width. If the$MVcast in siclewalk or driveway would fall within thirty(3)0) inches of a construction joint, expansion joint,or edge,the concrete shall be removed to the joint or edge,except that where the saw cut would fall within twelve (12) inches of a score mark,the saw Cut shall be made in and along the score mark. 5. PAYMENT Full compensation for removal and disposal of materials required to perform the construction operations specified shall be included in the price bid for the item it is incidental to and no additional compensation will be allowed therefore. Include allowance for pavement removal in the price bid for items where it is incidental to. No extra compensation will be made should additional existing pavement need to be removed due to damaged cause by CONTRACTOR'S operations. 111-A-21 Agreement No. 5582 4.2 RECONSTRUCTION 1. GENERAL The street surfaces of all excavations shall be restored either initially by temporary paving to be followed within thirty(30)days by permanent paving,or initially by permanent paving. When temporary pavement is placed it shall be brought up to level with existing pavement and maintenance thereafter until replaced with permanent pavement. The final surface course shall be one (1) inch thick. Do not place final surface course until at least thirty(30)days after traffic has been returned to that portion of the street. 2. SUB-GRADE PREPARATION Excavate and shape sub-grade to line and grade allowing for aggregate base and asphalt concrete pavement. The sub-grade shall be considered to extend over the full width of the base course. The top thirty (30) inches of the sub-grade shall be compacted to 95% relative to compaction. The finished sub-grade shall be within a tolerance of+/- 0.08 of a foot of the finished grade less the thickness of aggregate base and A.C.pavement and shall be smooth and free from irregularities. 3. CRUSHED AGGREGATE BASE Crushed aggregate base shall be in accordance with Section 200-2.2 and shall be installed in accordance with Section 301-2 of SSPWC "Greenbook" Standard Specifications. Aggregate base shall be two(2) inches greater than the existing base. However, if there is no existing base, a minimum of six (6) inches of crushed aggregate base shall be provided. 4. PRIME COAT All areas to be paved shall receive prime coat at the rate of 0.25 gallon per square yard, per Section 302-5.3 of SSPWC "Greenbook" Standard Specifications. Prime coat shall be slow curing (SC-70) in accordance with section 203-2 of SSPWC "Greenbook" Standard Specifications. 5. TACK COAT All surfaces to receive finish pavement shall be uniformly applied with a tack coat [I[-A-22 Agreement No. 5582 of PG 64-10 paving asphalt of an approximate rate of 0.05 gallon per square yard, or Grade SS-lh emulsified asphalt at an approximate rate of 0.05 to 0.10 gallon per square yard in accordance with Section 302-5.4 of SSPWC"Greenbook"Standard Specifications. 6. ASPHALT CONCRETE PAVEMENT Pavement thickness shall be one (1) inch greater than the existing pavement, but not less than four (4) inches. Asphalt concrete shall be C2-PG 64-10 and finish pavement shall be D2-PG 64-10 in accordance with Section 203 of SSPWC "Greenbook" Standard Specifications. Construction of asphalt concrete pavement shall be in accordance with Section 302-5 of SSPWC "Greenbook" Standard Specifications. 7. JOINING EXISTING PAVMENT Where new paving joins existing paving,ground down the existing surfaces twelve (12) inches back from the joint line so that there will be sufficient depth to provide a minimum of one(1) inch of asphalt concrete.Join line shall be straight and edges vertical. After placing the asphalt concrete, seal the join line with liquid asphalt or emulsified asphalt. 8. SLURRY SEAL COAT After final paving, apply type II slurry seal coat in accordance with section 302-4 of SSPWC "Greenbook" Standard Specifications to the entire roadway surfaces, from edge of gutter to edge of gutter if under instruction of the Engineer. 9. SURFACE TOLERANCE After paving has been installed and compacted, spray water over the entire paved area. Correct any areas where water collects and does not drain away. 10. PAINTING, TRAFFIC STRIPING AND PAVEMENT MARKINGS Apply temporary and permanent stripping in accordance with Section 310-5.6 of SSPWC "Greenbook" Standard Specifications. Place temporary striping after the base course of A.C. pavement has been completed in the same configuration as the existing permanent striping so that traffic can be returned to normal patterns. This striping shall be considered temporary and is the CONTRACTOR'S responsibility to place and maintain. III-A-23 Agreement No. 5582 Place temporary dribble lines within 24 hours after applying slurry seal,and place permanent striping between five (5) and seven (7) calendar days after applying slurry seal. 11. Full compensation for replacement of surface improvements shall be included in the price bid for the pipeline stated in the proposal and no additional compensation will be allowed therefore. Include allowances for pavement replacement in the price bid for items where it is incidental to.No extra compensation will be made should additional paving need to be done due to CONTRACTOR'S operations. 5. ABANDONNIEN"I" OP CONDI!I"I"S AND APPURTENANCES 5.1 Water mains shall be abandoned in place by cutting the pipes as shown on the Plans and securely sealing the open portions with redwood plug and concrete. 5.2 Fire hydrant connections shall be abandoned in accordance with City of El Segundo Standard Drawing No. WT-13. 5.3 Gate valves shall be abandoned in place by removing the valve boxes, backfilling the void left by removal of the boxes, and restoring the pavement in accordance with the Standard Specifications and Section C of Special Provisions. 6.0 NTEASLIRE AND PAYMNT 6.1 BASE BID ITEMS Measurement for payment of base bid items will be paid for at the unit price per item or lump sum amount listed and shall include compensation for furnishing all labor, equipment, tools, materials, and incidentals needed to provide the bid items. The contract price shall include full compensation for coordination, mobilization, and pedestrian/vehicular traffic control.the contract price shall include removal and proper disposal of existing surface, debris, and vegetation as necessary, as well as the restoration of public and private property, damaged during the construction, to the City's satisfaction. Mobilization/Demobilization Mobilization/demobilization shall be paid at the LUMP SUM price indicated on the bid and shall cover all work, including furnishing temporary water services to all consumers, as described in the Special Provisions Section of these Specifications. Traffic Control, Public Safety and Convenience Traffic control shall be paid at the LUMP SUM price indicated on the bid and shall cover all work as described in the Special Provisions Section of these Specifications, III-A-24 Agreement No. 5582 including the preparation of Traffic Control Plans. All signs shall be illuminated or reflectorized when they are used during hours of darkness.All cones,pylons,barricades,or posts Used in the diversion oltraffic shall be provided with flashers or other satisfactory illumination if in place during 11011rS Of darkness. Utilities Potholing existing utilities and cooperation with utility agencies shall be paid at the LUMP SUM price in the bid and shall cover all work as described in the Special Provisions Section of these Specifications these Specifications. Bracing and Shoring Bracing and shoring shall be paid at the lump sum price indicated in the bid. Such payment shall be full compensation for bracing and shoring and all work appurtenant thereto. Open Trench Installations The price bid for ductile iron pipe(including fittings)and valves shall include the cost of cleaning, excavation, furnishing and laying pipe, furnishing and installing valves and fittings,thrust blocks,backfill,permanent resurfacing,removal and replacement, where required of existing improvements (including utilities) which interfere with construction, and all other labor,equipment and material incidental to the installation of the pipe, valves and fittings complete in place. Removal,Replacement,Reconstruction The cost of'saw CtlttillZ71(), breaking. rernoving and reconstructing concrete pavement, curbs, gutters, sidewalk, driveway, approaches, and driveways as well as the cost of y saw cutting, removing and resurfacing asphalt and rock and oil pavement shall be indicated in the price item involved and no separate or additional payment will be made therefore. Miscellaneous Existing Improvements Unless otherwise specille(l,any existing improvement removed in connection with the construction of this proJect shall he rer;iaced in kind and the cost of replacement shall be considered included in the price bid and no separate or additional payment will be made therefore. Abandonment Abandonment of conduits and appurtenances shal I be paid at the price indicated on the bid schedule. Such payment shall be full compensation for excavating, bracing and shoring and all appurtenant work specified in these Specifications. III-A-25 Agreement No. 5582 Bid Item #10 and #11 These items shall be paid at the unit price per each water meter and water meter box purchased and installed. The contract bid price shall include compensation for furnishing all labor,materials,tools, equipment and incidental needed to pre-inspect, remove and deliver existing water meter to the City Water Yard, provide documentation and progress reporting, install new Metron Water Meter and new DF W Meter Box,traffic control, testing, clean-up as described in the Special Provisions of these Specifications. Concrete improvements included in these items shall be from scoreline to scoreline (one sidewalk panel). 6.2. Alternative Bid Items If approved, measurement for payment of alternate items will be paid for at the unit price per item or lump sum amount listed and shall include full compensation for furnishing all labor,equipment,tools,materials,and incidentals needed to provide the alternate items. The contract price shall include full compensation for coordination, mobilization,and pedestrian/vehicular traffic control.The contract price shall include removal and proper disposal of existing surface,debris,and vegetation as necessary,as wet l as restoration of the public and private property,damaged during the construction, to the City's satisfaction. The following alternative bid items are only applicable if the City determines that they are necessary. Bid Item #13 and #14 Placeholder only. Removal and disposal of the existing vault hatches as well as furnishing and installing the new vault hatches shall be paid at the PER EACH price indicated in the bid for each size vault hatch. The cost of saw cutting, breaking, removing and reconstructing concrete as well as the cost of saw cutting,removing and resurfacing asphalt a pavement shall be included in this item and no separate or additional payment will be made therefore. Such payment shall be full compensation for all work appurtenant thereto. Bid Item #15 Placeholder only. Remove and replace existing concrete as specified in these specifications or as directed by City Engineer. (typical concrete sidewalk is 4"thick and driveway is 6" thick) Bid Item #16 Placeholder only. Cold mill the existing top 2" of the street pavement and apply PG 64-10 asphalt concrete to the project area in accordance with Section 203 of SSPWC "Greenbook" Standard Specifications, and as specified in these specifications or as directed by City Engineer. All associated valve and manhole adjustments as well as III-A-26 Agreement No. 5582 permanent striping shall be included in this bid item. Bid Item #17 Placeholder only. Miscellaneous water improvements in the surrounding streets near the project area on time and materials basis. The specific items and costs will be discussed and agreed upon by the Contractor and the Engineer at time of construction. The Contractor to submit equipment and labor rate sheet before construction begins. END OF SECTION III-A-27 Agreement No. 5582 Attachment A City of El Segundo Water Standard Plans Agreement No. 5582 1i4 OR 3/4" METER COUPLER FORD C-33 OR EQUAL INSTALL I"x 3/4" BRASS METER REDUCER FOR METER BOX 3/4" WATER METER W/STEEL LID I469'h4h'NyI�r[ a Ii4'=�, Iq ! &I"LOCKWING ANGLE STOP t!i E'A MNLLER 300}, _22,5 ,3 _ ,— PROVIDE FORD SERVICE B&L VALVH!.CNE; I�Iw SS, INNI Nil — SADDLE STYLE 202 3 01 Pb�i�CC 'd 'FLA E INIiNikilf 1ull'RIN MM-11Nw=lilt. BRASS DOUBLE STRAP: NUT X METR SWIVEL NUT OR EQUAL OR EQUAL 3/4" OR I" WATER METER 1" S,tQRPORAT'ION STOP A JOIKS5 CYR.RHC tA,L —I" COPPER TUBE 450 DISTRIBUTION MAIN VARIES ACCORDING TO FIELD CONDITIONS r 4.27.09 1 )n4 3.4.09 N.P. 3 .24.93 H.S. SCALE: / " = 1' — 0" 6 • 27 - 89 8,J.G. p 3 -29 - 84 H.E.T. O. DAT£ BY REVISIONS CITY OF EL SE UND , CALIFORNIA APPROVED B Date, DESIGN BY. R.B. ENGINEERING DIVISION DATE. 7.12.79 Director of Public Works R.E.] 1733 I SE,R ICE DRAWN Y: G.T.G. CONNECTION FOR STANDARD DRAWING ...N0. TE: 7.13°79 3/4 OR I" WATER METER T® Agreement No. 5582 ETt»R eox 2!'OR 1.5" BRASS WISTEEL Ln FLANGE EXISTING GROUND-, aw lb /tl I MFLANGED GGLE METER VALVE ILLER' 300,, B-24286-3 360� TURN SAL A4GLE DIETER VALVE F'I„F” X DIETER LANGE OR EQUAL, CIO:, y �y "Iltt l ylt� III I litIIVI 2" COPPER ADAPTER ' " N� JOR " WAEfI METER SWEAT JOINT Cp z t, .2"COPPER e TUBE,TYPE K-- :m 2" COPPER ADAPTER SWEAT-JOINT EIGHTH BEND � ,r r VARIES QUARTER BEND ACCORDING TO FIELD a WAT CONDITIONS MAIN BALL CORP. JAMES JONES J-1943 OR EQUAL FORD SERVICE SAO LE I STYLE 202 BRA63', DOUBLE ,STRAP OR EQUAL 3.% N7 SCALE I'Y2 0�� 8 2t 69 B.J.G, �JO : 3 - T. 8A...1 H.E.T. E BY u REVISIONS I �, H.E.T. CIT.. Date:,,,.,, . EL N RN PPR EOZ- DESIGN 6Y: P..6. Y OENGINEERING O DIVISlO FO .1 fAWx + DATE: 2-6-79 �� 1 : Director of PubiIc Works R.E.I 1133 DRAWN BY: G.T. 2 SERVICE CONNECTION FOR 1/z OR STANDARD RA G NO. DATE: 2-12-79 2" WATER METER Agreement No. 5582 VARIES ACCORDING TO FIELD CONDITIONS 6',-0"MAX. (FIRE HYDRANT JONES -#3700-37'75 L CLOW# 205:0-2065 PAiNtED Y. "tbW ISURY FLANGE 2 TO 4 AL LABOVE SIOEWALK � ,C,L LO MARKED"WATER"" GRAY IR104 "PAR .SON " A.C. PVM'T. SREAX-�, 'F cNe6k CURS & GUTTER VALVE ;CLO., '60A E A 6"BURY ELBOW SEE STD. DWG.WT-14 QV L GATE VALVE 91 ITE RING T, OR M R co TL T14RUST 7 BLOCK CNCRETE THRUST 6" Q.1 MENT BLOCKOLLiNEDP CE OLTED 5 - 6 82 HZ-F 2 26 91 X1.5. V. ,L4 ?- 22 812 HZT 6 27 89 B.J.G A3 11 12 81 R.8, s V 3 11 88 HE,T 3 - 2f 91 P,8 3 9 saET L41-27-0.9 �;�LP 51 so R,R, 3 '29 A 4 'HIE T: 10 . 5 - 93 ; R,s. INO, DA'TE BY NO DATE BY NO DATE BY REVSIONT REVISIONS REVISIONS­—� SCALE: 1/2"- i,_ 0" CITY OF EL SEGUNOO, CALIFORNIA APPROVED BY,� Datp DMGN B'Y- R�8, ENGINEERING DIVISION DATE,,, 3779 D R AW N 8-Y T, FIRE HYDRANT Fi 1101 DRk"aAWING NOs DATE� 3,879 CONNEC TION WT-7 Agreement No. 5582 BREAK-OFF CHECK VALVIE A40DEL L8400 'rhe L81 00 Cnock Villve is apl: CrAdetlt rryam for inunr,,c*Atcjy stop in the Pow ot vrojer vA14,11 Yl R hYdr, h* M 5 bc-,Jm k=kr,,J oly A doubile-qrcVvii br(-,�k,off riser; enclosed Wkh a collcmte wil)VA 0stid pfvtvcrly irwallco, 17�0twftll tile ctvck v%'We and hydrant b"te,Contras tine bi!Vah pr*4 cr,,aV IjV to bo PrexecreddurIng Jppja, AS We biaak Or.Ctjr$, UpWard MMMOFIC Ct M0 St,:3ir0CS$$tOw'-j -actuator rod auzoinjitiCally re. CONCRETE THMM GOUAR AM BLMIP44 a Sprin loado-d btorjU M M LOCAL SPECIF49MNS. Vc11VC M'51�PW?,)In tho lahneovialve flapewr Is clowcj S'rnul- Tht LF14010 Check Wive can easily be .,U,Cjy my C'n-,rymgorc and Alftugh any wat barie hyarsm rernain-s In OLL-closed positiol) ,nsled,WWI any wok fear r'hydtant krutalkovion is lirnprow*d with thig UnIP a i)YdrwMj cayl "'t4ardess 04 Model Cr manufacturer product, it has bee.)rcu,na especially ':10 Ail'Allacr. and c,?n te Stapp ted wkh of Wj'(Jj0Uj Usefu for protevion dr,hiqp, It's SSRHC bf)erairjon tl%.vajy'o 0 Are hYdrint, My bolt-holo J"tzem axpowre location;. The potential For ffapper is hOLISacl in j ec�cessed May be 0(deted and ePDXY 16no of property oanvge tonci% the check vaive and brtak-cam elser Is sigHficamilly wir;i inydTrr hmjdJ�jtors AvAlliDbIC upon request. adjacent tQ hii trami:patt,*,rn>.% Ibis Mccor sho0d allo w ccns:aered wfM Insw1fatJor's eajacen.to comrntirdat UtUitles havi' vi hvqh susceptibility to water damage, INLETNIM 0QrWT nMZj$MIUM,, Xwill allso YO 49awup MgMCA"Chj Caruejvat:ion senskhto weas Y recug 6' ni'm U,%-Oppic;NTUR-Iq Cii muse houlu MACHMOGR0U43 water toss ft by specifying thi L64M A hydilanit broken from a sIx-mch dim L%4i undet nvuirii�oporvk,�q pressures N can qukWy muft In tarje ar4 hk�kijy wr aws Aw banj, visible vdaW losses as�ndlcawd Dy STAMM MIJ6• Tile riow TMe ftlfiawl SYMNLI MUMMmmm AND FL*MR PIN PLUGS• The L0400 Break CMckVAlve p;r.MJes water�affithes wJth an SrAO&G41 TrEaLl"U.C.Pr gov----- "ceilery means For cos!-efe"ive upgrading Of dwbution rjst=s MIYU3S SMU frMiNG B;10f`1Ze CHECR VALVE FLAMM �NN CAXT)NOW 3=y rervw%it,fcaw Rms Foa sunk WAMR Lou Sr,,, 14EW 01"-MFAOVSO FVA"ir CLOW VALVE CON - '735 - 5555 1375 Magnolia Ave. f Jb e",r%ve%mts Fi 0 1-r-i n FAy,- 90'� -135 -0857 Agreement No. 5582 BREAK OFF CHI:CK VALVEWkTERIAL LIST " CLOW VALVE COMPANY MODEL L J 400A -> Ix 61' C4 4 1 < ✓ 14 1/4" 4 p,� k �I p I r �� .�..._,wig.���.�..�. a.......�..m�.....��.«.. .... .-....-.,.,�««Ww.w�.M--..., 1 ITEM {7.y Y.�j MATERIAL [WEIGHT .�DESS � ION 64.0192 ady. . 2 Q1 ASTM A 126D 44.964 � 3.t 31,4 S . 513x.11 any 3 H-,,x H-aa B I ' a xk SS� 1t sl r = yaw? l 7 s C I301 GS Ailil 304 SS 1.09 714 ' 10 Al 0.392 Agreement No. 5582 TAPPING SLEEVE a 14CM 432 All STAINLESS OR EQUAL TAPPING p_"APPROVED BACKFLOW PREV „NTER t VALVE 900 BEND 21, a --_ 90° BEND a � BACKFLOW PREVENTERS I i ON BYPASS METER LOOP PLAN CONCRETE THRUST BLOCK BEARING SURFACE SHALL BE AGAINST UNDISTURBED SOIL, ADJUSTABLE FLANGE it SUPPORTS ALTERNATE OUTLET VARIABLE DETERMINED BY FIELD CONDITIONS t C f. LID MARKED AD TSR w a o E- L , o o_ WATER M. G. a "„ w w v r zz Q cr c IE RO w awe SEE STD. ..,... > w DWG.WT-1'A - /gyp" 0 TIE 3RRO.D a�i TAPPING D.I. PIPE' 3 PLACES FOR 6' f3�8'"PGP d.'•" ,•.M '^ VALVE o I S FOR 10'Ek12PIP , ++ " M.J. BMD n y PLACES .�. RwfAI ,. CONCRETE THRUST BLOCKS_ ° BEARING SURFACE SHALL BE TAPPING SLEEVE AGAINST UNDISTURBED SOIL. CONC. THRUST BLOCK I 4.27.09 N.P� ELEVATION 12 • 7 92 H.P S. 6 27 89 13.J.G. �3 3 • II 86 H.E.T 2 12 • 2 137 H.E T,.,. I 5 . 2 . 86 H.E.T. N0. DATE BY © NOTE : 6" RISERS CAN BE M.J.XS-HOLE FLG HYDRANT BURYS. REVISIONS CITY O� EL EGUNDO, CALIFORNIA APPROVED Y: DESIGN BY: H.E.T. NGiNEERING DIVISION /81 DATE; 11 • 7 • 85 0reclor of PuM Works R, , 11733 Mae DRAWN BY: M.D. FIRE SERVICE STANDARD DRAWING DATE; 12. 2 - 85 M ° I x,^, •,ern'°xw�'Wra^,,��� � . I •�'� , '1 .. ! !'9' 'p w�d, rA 'pwk."�w'�":'a�:xils v ° ^#w+"wj �"pu ."a N' "'"� �Bi�,° Gln! `". � 'F� ��• �"" `� "�'df„"i'�M1�, �'A,;"„, , 4-11 Wr. 9P � ^ d �."�,ww;V°,Y",.i,r+°a"�' "M". ,x a'i e r d'�.•.w'r� ,a ,K"�„� ” " „a,r„.w ,x ,,„ `'"��s°"r"-d „�J',.,•,�iyu^a'a;'r',rlrr �,a,i,r,' SAFE BEARING LOADS SAFE SEARING LOAD- SQ1L psf MUCK JR PEAT 0 OFT CLAY 1000 SAND 2000 � SAND AND GRAVEL 3000 SAND AND GRAVEL CEMENTED WITH CLAY 4000 ARD SHALE10 007 IN MUCK ORP AT, ALL THRUSTS ARE. RESISTED BY PIP.. S OR. TIE RODS TO SOLID FOUNDATIONS OR Y REMOVAL OF MUCK OR PEAT AND REPLACEMENT 'A WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. C ES6a tV BY: R. Eo I CITY OF EL L�SEGUND�J, CALIFORNIA NGt ERIND CI4t DATE' 429 SO Director of ftblkWorks R.E. BY! M.D- THRUST BLOCKS STANCARD DRA IN-,37 NO) Auceement Nn 5-582 B2 Y.B, Water Thrust at Fittings in Pounds � Size Pressure I psi Tees 90 deg. 45 deg. 22J deg. 1 Dead Ends Bend Bend Bend 3" 100 1220 1720 931 474 150 1330 1880 1020 519 200 1610 2270 1230 628 4" 100 1940 2750 1490 759 150 2020 2860 1550 790 200 2350 3330 1800 919 6° 100 3830 5420 2930 1500 150 4100 5800 3140 1600 200 4750 6710 3630 1850 8" 100 6580 9310 5040 2570 150 6980 9870 5340 2720 200 7910 11200 6050 3090 10 50 9820 13900 7510 3830 100 10300 14600 7890 4020 150 11300 15900 6620 4400 200 12300 17400 9450 4810 12'" 50 13800 19500 10600 5390 100 14600 20600 11200 5700 150 15900 22500 12200 6210 200 17200 24400 13200 6720 14 50 18600 26300 14300 7270 100 19800 28000 15200 7740 150 21600 30600 16500 8440 200 23300 32900 17800 9080 16 50 24000 33900 18400 9370 100 25700 36300 19700 10000 1 150 27800 39400 21300 10900 200 30300 42800 23200 11800 1 °" 8 50 30000 42400 23000 11700 100 32300 45600 24700 12600 150 35000 49500 26800 13700 200 36300 54100 29300 14900 20 50 36700 51900 28100 14300 100 1 39700 56100 30300 15500 150 43000 60800 32900 16800 200 47400 67000 36300 18500 24 50 52300 74000 40000 20400 100 56800 80300 43500 22200 150 61700 87300 47200 24100 200 68200 96400 52200 26600 30 50 I 82400 117000 63100 32200 100 88200 125000 67500 34400 150 96700 137000 74000 37700 200 106000 150000 81100 41400 36" 50 116000 167000 90400 46100 100 127000 179000 96900 49400 150 139000 197000 107000 54300 200 152000 215000 116000 59300 DESIGN BY:A.W.W.A. CITY OF EL SEGUNDO, CALIFORNIA 8 Dat .. .. ENGINEERIN... G D1VISfO N P 7 Z 173 3 DRAWN BY, M.D. MINIMUMD1STANDARD`cwDRAWIN11 G N0. DATE : 5— 7— 80 THRU�ST AT FIT'TINGS WT- 10 pre 12' �12' 1,. 2'-'12" ..... . _MIN MIN, I ��[W MIN. NEAT EXIST. PAVEMENT NOTEa NOTE' NE PAVE N�( NOTE7 NOTE �, STRAIGHT LINES / / r"r .," r,i+",.r" f ✓r" ,/ r ,/' r /' X rd�,y"°r'�✓ ✓^J ✓' ^"', '''✓✓rrrr ,:,. .✓,,fir' ',d' r" , � �„ ✓,, „� ✓�✓„r / " p ✓f J�/r /// I M j SEE NOTE 8n, ✓ ✓ h . Tw1 E' CRUSHED EXIST. BASE / AGGREGATE BASE -�a —/77,77371."„ M"^ rr;,7w ,777, ;. SELECTED BACKFILL 6” N11N. OR , RYtl ®r� X31 Gj-� TRENCH WIDTH GREATER THAN , . J p PARE 0.D. + 16�" MAX',o . ,., ANGLE OF REPOSE EXIST; BASE PAPE 0:,0,. + 112 im IN.r �. ;� -- BEDDING (2ND COURSE) PIPE N' ," BEDDING NOTE s (IST COURSE) X O, O� IN. ROTES I, BEDDING MATERIAL SHALL FIRST BE PLACED SO THAT THE PIPE IS SUPPORTED FOR FULL LENGTH OF THE BARREL WITH FULL BEARING (0,4 O.D. MIN.). 2. IN CASES WHERE NATIVE. FREE-QRAINING GRANULAR MATERIAL IS SUITABLE FOR USE AS BEDDING, THE TRENCH MAY BE EXCAVATED TO A POINT ABOVE THE INVERT GRADE AND THE TRENCH BOTTOM( HAND-SHAPED SO THAT TA _BOTTOM SEGMENT OF THE PIPE IS FIRMLY SUPPORTED OSP UNDISTURBED MATERIAL, 3, IF THE MAXIMUM TRENCH WIDTH IS EXCEEDED, ADDITIONAL BEDDING, ANOTHER TYPE BEDDING OR A HIGHER STRENGTH OF PIPE SHALL BE PROVIDED AS DETERMINED BY THE ENGINEER, 4. BEDWNG AND BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION, WITH THE EXCEPTION OF THE UPPER SIX ZSI INCHES OF SUBGRADE WHICH SMALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMtPACTIOtC COMPACTION METHODS SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR d PUBLIC WORKS CONSTRUCTION. 5. BEDDING MATERIAL SHALL BE SANG. 6 PRIOR TO INSTALLING FINISH SURFACE COURSE,ASPHALT BASE COURSE PLUS AN ADDITIONAL MINIMUM 12'WIDTH OF (STING PAVEMENT CN BOTH SIDES OF MAIN AND LATERAL EXCAVATIONS SHALL BE COLD PLANED SO AS TO RESULT IN A MIN INIUM FINISH SURFACE THICKNESS OF 9.5"AND RECEfVE AN APPLICATION OF TACK COAT. ?. SA�d"j CUT AND REMOVE 12"TO CREATE 1 STRAIGHT EDGE PRIOR TO INSTALLING A.C.BASE COURSE B T m PAVEMENT THICKNESS®FIST+1'WITH A 4'MIN. FOR A-0 OR 5'Ib IN.FOR.FICC. BASE COURSE®C2-AR-4000 MIN. 1 5'THICK FINISH COURSE=D2-AR--4000 TY y OF EL SEGUNDO, CAUFORNIA_m ,vE ENGMEERING MVISION �PE u BACK- FILL .,O�1rac4ar of .P�!.�blic Works R.E, I 1733 ffi �` STANDARD ORAWING �lO, DAT 11.20-02 I RESURFACING11 ro ANNULAR SPACE BETWEEN WATER PIPE — AND CASING SHALL BE FILLED WITH GUNITE SAND PLACED UNDER PRESSURE. ANNULAR SPACE SHALL BE 3" MIN, AT JOINT STEEL CASING PER A.S.T.M. I WATER MAIN A-245 COMMERCIAL GRADE. ",I JOINTS SHALL BE BUTT- WELDED FULL CIRCUMFERENCE. FLAT STEEL STRAPS 6' O,C WALL THICKNESS; 3/6" MIN. p' A CUT NOTCH ON RUNNERS TO MAKE STRAP, TOUCH BOTTOM OF WATER MAIN, TYP. c REDWOOD RUNNERS CONTINUOUS ALONG PIPE m EXCEPT AT JOINTS. SIZE TO BE CHOSEN TO PRO- DUCE AN EVEN ANNULAR SPACE BETWEEN WATER MAIN AND CASING. SECTIONAL ELEVATION THROUGH BARREL OF WATER MAIN NO SCALE "DESIGN BY: CITY OF EL SEGUNDO, CALIFORNIA A.�^PdPOV By " ENGINEERING IV ISI DATE: 3-2884 1A p STEEL CASING DRAWNBY: Dlr cOar l Publc Works FLE, 19733 Date . FOR WATER MAINS STANDARD DRAWING DATE: — AgFeement Ne-6682 -a< BACKFILL WITH SAND CONSTRUCT NSTRUCT PAVEMENT 0 __�VALVE BOX COVER 1 2 TO MATCH EXISTING LTO REMAIN _7 .......... CUT _J PLUG WITH CONCRETE TO REMAIN IN PLACE - GA EXIST. VALVE Box a VALVE TO J, TE REMAIN IN PLACE 2 1 REMOVE SEC- A 1I TION OF EXIST, PIPE PLUG WITH CONCRETE EXIST 1, WATER AIN INSTALL WOOD BLOCK %4 l_ - ✓ CONSTRUCT CONCRETE THRUST BLOCK INSTALL RETAINER CLAMP INSTALL 2"0 LR OR 4"X4" WOOD BLOCK —INSTALL 2- 5/8"ALL THREAD RODS —INSTALL CAP, M.J. NOTES I. ALL BOLTS AND RODS SHALL BE COATED WITH PLASTIC ROOF CEMENT SUCH AS HENRY BRAND #208 (FEDERAL SPECIFICATIONS #SS-C153,TYPE I OR ASTM SPECIFICATION #D2622) . 2 GATE VALVE SHALL BE CLOSED BY CITY FORCES PRIOR TO COMMENCING ANY WORK. 3. THRUST BLOCK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF EL SEGUNDO STANDARD DRAWING NUMBERS WT-9 AND WT-10. CIFY C)F EL SEGUND02 CALWORMA APPRO' CD P841 Date F ON DESIGN RE)/HF-T BY: ENGMEMING ll)WISI — DATEt 4-30-84 Direcrtor or PublicDRAW�NGWorks R.E.11733 ABANDONING EXIS 1"ING DRAWN SY- R.B. 8 ANDARD NO, DATE: 5 -2 -84 FIRE 11YT CONNECTION Agreement No. 5582 REVISIONS NO. DATE BY U 5 • 5 -86 H.E.T. PROVIDE HEAVY DUTY CAST-IRON 0 3- 11 • 88 H.ET, VALVE BOX CAP, MARKED AS 6.27.89 B.J.G. INDICATED. 8-14- 91 H.S. 6.4 -92 Y. B, WATER 10-5 -93 R.B. i a A PARKWAY GRADE OR "VALVE CA PAVING SURFACE FLANGE OR FLARE z_ 4 - 4 20 GAGE STEEL, 8 m D 'A'i GALVANIZED SLIP SLEEVE 2Go I TL u N z °'- � LLI 12 pI �2 MIN. I BOTTOM OF �II TRENCH UNDISTURBED I ,_ B SOIL � �„ BOTTOM OF TRENCH 24 a I� 4 O /4 DIA_TIE RODS MIN. �� ' li �I� ROOF CEMENPLA T/ Ir��f HENRY BRAND #208 RL UNDISTURBED SOIL OR EQUAL --� CONCRETE THRUST BLOCK u (FOR 12 ANd LARGER VAgE'S) 6 I DESIGN BY H.E.T. CITY OF EL SEGUNDO, CALIFORNIA APPROVED BY� Date, ENGINEERING DIVISION '" DATE'. 1 • 31 . 85 ADJUSTABLE VALVE BOX Director of Public Works R.E.1 1733 DRAWN BY: M.D. AND THRU'ST BLOCK FOR STANDARD DRAWING NO. DATE; 2. 4. 85MAIN LINE VALVES WT - 14 „. Agreement o. 5582 � S VARIABLE DEPTH y NO. DATE BY DETERMINED BY Ell :13 11 BE H.E.T. FIELD CONDITIONS 'u ®� 5 27 89 BA,G. 31 28 02 G.S. III' � �• ��YI 4 0 _.w 9���1� Pik p� LL W b jr W LL =Z '' p 2 U LLQ! �_� �j J LL WIN ( Ron n �Ito � �y� O tD 4J 4 9 3— TD co v �? 'g �- iV m < Qz w cn 4z ,” 0 � � Z` 0 � a 0 m x ! J CL M iz ® O=:> 4 �--� Willy > �V " LLJ lip 0� t � I 7 csc� ®QJ ® to '.-j LLJ f- �s j U U3 0 QO a w J �zCLx (D L F d zaa Oujv CiTY OF EL SEGUNDO, CALI ENGSION "�......�C3 �.�_.a........... .�.... 1 Wet . r gfr"'ar of*4"r- 'Wrks P °ANDAR DR-A- I G N-0, Agreement No. 5582 " FORD BALL VALVE METER BOX (BOTH ENDS FEMALE IRON PIPEMI61IMUM INSIDE DIMENSIONS THREADS)#BII-777 OR EQUAL 14' W X 23"L X 12"H h --•BRASS PLUG i EXISTING GROUND SII' 1��4GINiIV � ,.,,.o IGS _ � •a dl 14�$ RL rM " 2" COPPER ADAPTER z u � � SWEAT JOINT — o z U O 2"COPPER"TUBE, ..... a o TYPE'K rn w w w u- SWEAT JOINT,-------- 5 U 90' EL.. - , —900 ST. EL.(SWINGING ELLS) i BALL CORP. JAMES JONES J-1943 OR EQUAL_ WATER MAIN••• --,FORD SERVICE SADDLE STYLE 202 BRASS DOUBLE STRAP OR EQUAL DESIGN BY: H.R BT� CITY OF EL ENGINEERING DMS D LI APPROVED, ,ORNIA PY' DATE: 4 -8 - 88 Mractor of Pubtic Works R E< 11733 pate DRAWN BY: Y.B. STAND, Rb DRAWING NO. AIR RELIEF VALVE CONNECTION .,DATE:.,.. 4 - 18-88 .. I_- . ...., . •. .. . ._.. . .. .._ _.. .... . Agreement No. 5582 /:t'Z-'&FVi-PLASTICS,MC. 0.�60.6;1'8 0 M�po-fl I ..' 1,4 9— 0—p I t I SODY KEY 0-0 0 0— 0-0Ia— �_j HEAVY WALL, 1/2'—..— u--q- -6— M9 0i LID KEY Hi BLACK COLOR 0-0—G-9- 18Z, 4 15 DFW65C-1-LID SIDES ARE IT 6 WED OUT 2' BOTTOM VIEW ETOM FLG IS 0-9 2 JI�14IDE� —0 u DFW65CH-14-1 A 183-- 303 -7 8 4 17 co WALL 151-4- 1 4 DFW65CH-14-BODY NOTES 1 DIMS ± 1/8" U.N.O. 2) LID MATERIAL: HOPE Ml PLAS71CS, WC, ENGAGE$ N ONGOING RESEARCH AND 3) BODY MATERIAL: LLDPE DV/ELOPIAE�n TO WPR"0VE AND ENHANCE ITS PROOLICTSL 4) WALL THICKNESS; 1/2" t 57 THEREFORE, OFIN PUkSTICS, INC, RESERVES THE RIGHT TO 5) LW.A, = INSIDE WORK AREA CHANCE PPODUCT OR SYSTEM SPECNFICATM66 %WTHOUT NUKE. iCREATE[): 04(28124I5 f, Do UPDATED: Oq/28QUIS DS BOX PLASTICS, INC. 648 ................•.. ............. ACCEPTED., JMc PO BEDFORD, TEXAS 76095 (8'7) 439-3600 DRAViN BYz RMc D 6 [-1 14 - 1 (817) 439-3701 ft) FW PLOT SCALE: 1:12 THIS DRAWING IS THE PROPERTY OF DFW PLASTICS, INC Agreement No. 5582 DFWPLASTIC-S.MC. 15%Hl 04-0—�—G—I IT T BODY KEY WALL, 1/2' 0l< M cu LID KEY I SLACK COLOR '�. � � ram, « ��Ql��°,!.�d c��,�� DFW65C-1-LID METER -0-0- 0 SIDES ARE 1 Z WED OUT 1/2' BOTTOM VIEW BOTTOM FLG IS 2 1/4 WIDE 0 DFW65CH-14-1 A-1 30;3 183 —9 8 4 ==V cy) WALL 15 4 2 ,DFW65CH-14-BODY 28J . A . .IW . NOTES 1) DVS ± 1/8' U.N.O. 2) LID MATERIAL: HOPE DFVi PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND 3) BODY MATERIAL: LLDPE DEVELOPMENT TO IMPPOVE AND ENHANCE ITS PRODUCTS. 4) WALL THICKNESS; 1/2" t 5% THEREFORE. DFW PLASTICS, INC, RESERVES THE RIGHT TO 5) I.W-A, = INSIDE WORK AREA CHANCE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. (ZD CREATED: 0412912015 UPDATED:0412612015 DFW PLASTICS, INC. PO BOX 648 ACCEPTED: Me BEDFORD, TEXAS 76095 DRAWN BY: RMc (817) 439-3600 (8 17 DFW65CH 14 - 1 .�439-3,/Op (f) PLOT SCALE: 1:12 ww fwplosticsincxom THIS DRAWING IS THE PROPERTY OF DFW PLASTICS, INC, Agreement No. 5582 Attachment B Centerline Ties Agreement No. 5582 s N: j ti h' M 14 j d i � _„. _ ..w........ _.... a. Agreement No. 5582 d'k M. Aw, F, C 7-IX Agrmeaenf ANb_ 5582, DATC �o 77- loo `7 �S� LOS ANGELES COUNTY ®r DATC FLOOD CONTROL DISTRICT to fit AW At I q Y4= I _ n � „ :lwm" 1 ^ I ^ ,/v Agreement No. 5582D— 1 ' —� 7,,, SURVEY OF l "' PAGE .t03 a.J. PROJECT 1.0. DATE t "k 0 LL+..-w ....... w ry 40 � a • rl h c� tea,-.l.A•�a • �C: F82�.�.�".'/�75 7-2/-7! Agreement No. 5582 IIpp VMP mVl" , III 'Irl' II IMS I'� A , i � ,I'l' °il� quilW lI, ��v i, SEGUN •Y C�R'PwflATYd 1'B 7 August 10, 2018 ADDENDUM NO. 1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for Water Main Improvements on Cedar Street and Walnut Avenue PROJECT NO.: PW 18-10 ATTENTION: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. Bids are due by 11:00pm on Tuesday,August 28,2018. They may be submitted at any time prior to this deadline to City Clerk's Office. 2. The project plans and specifications are to be replaced in their entirety. See new plans and specifications attachment. As evidence that the BIDDER has read this Addendum,the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: m.mm..... ..._. . _ Date: Print Company Name: _ Page 1 of 1 350 Main Street, El Segundo, CA 90245 (310) 524-2316 Agreement No. 5582 0z 0 > LIE z v G >� W, LU �> ao J z M W, MR! ZIA d� c� ILL-W �a z � y J LL 11 •I, Plr p r,, iz 1 HA LAI u . ..... °h. � W xf Ilul II u� i„„fIIII II ,V III. III Y.{b,r w O Tlr l J r � 1alRgl I, ul' ll,ll ullu IIi' z „4 c �ililll 6 nl LL � �:, 71 1JJI II Lli i,*1.I —I I I 1111 L�„� II II II I Illlhl � I � � la �11 IJl '” IIIIII IPI III," 0 w CO - " h i I n i l T I Iii i II( II uj7 C'='A= � 'i llllililC,,!a�ll� ,dl!I,IIk� Ij1!il' a U) ncc aIIIJilJIulslLct I!IU h v , A �1I(U llli L 1�r'�I I.li G �� __;,,! �.11 Ill ';I r,l.l „�II', II II, II .. �I I I III A. 111 141111 (� I� Ill �y .' `'I"ILU L ��.I'Jo�l IY!f" Ilr ',:f1Ylt I 1 '("1I11I,Y1I I 1 �fl'rl[ICi,111[i� IIII` I . r I II Ill�a�ll�ly I 'I' i 1117 d1 ,,fir i i r�"7r-1 i b u Ki i I iY I CT+ IIIIV O II I 0 Y L it ICU y , zw a Uw U u o �c PT z rJ Q NO I w L° 1-, Q IIa, G gip„ ry L Y Agreement No. 5582 .......... 0i 1E ;T LLJ LL ij li 11 LIII LLI I I I I I I ry .................. d. LJ Ml h'!Ia Ci, II ----7� ---7�7 J ell----------- .................... Agreement No. 5582 z � W W°® w (n z A J u z r W. _ d s IIII � J LL"W 0 W ; Z AT now LK W ( I ', S a U a;` D r r',,,,� W W A I � a IIS I 1 O CL W Nu I INI(D Lu w 00 W. �Iu W i� I !1i k r U. J n III UIQ ILL W !J o z J d ,w. d Agreement No. 5582 Z D LL, (J) LL ID 12 poi ll� y . ............. ..