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CONTRACT 6340 Public Works Contract CLOSEDAgreement No. 6340 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND GENTRY GENERAL ENGINEERING, INC. 400 BLOCK W. MARIPOSA AVE. AND 300 BLOCK W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 This CONTRACT is entered into this 20th day of A ril, 2022, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and GENTRY GENERAL ENGINEERING. INC"., a California corporation ("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 TWO I-JUNDRI D "I"HOUSAND TEN DOLLARS AND SIXTY-ONE CENTS ($200,010.61) 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. 21M Agreement No. 6340 A. The Contractor will fully complete the Work within twenty-five (25) working days (the "Contract Time.") B. The Contract Time will commence when the City issues alloticeto 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: 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. 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. 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 QZe 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. 1-D-2 Agreement No. 6340 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 Cijy City of El Segundo 350 Main Street, El Segundo, CA 90245 Lifan Xu, City Engineer (310) 524-2368 lxu@elsegundo.org The Contractor Gentry General Engineering, Inc. 9277 Archibald Avenue Rancho Cucamonga, CA 91730 Brenton Gentry (909) 330-1 t28 iai°cnto �e%, �e Lrya'Die-l.c:on1 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 f -D-3 Agreement No. 6340 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. 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 sarnc: 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. I-D-4 Agreement No. 6340 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. CITY OF EL SEGUNDO GENTRY GENERAL ENGINEERING, INC. Brenton . G �.�._._... ...�...�.._� ..... Darrell George entry Interim City Manager President ATTEST - Tr y eave, City Clerk APPROVED AS TO FORM: MARK D. UIQ4SLEY, City Attorney J oagb I/ V-azq urez, Deput City Attorney Insurance Reviewed by: 18DIN Taxpayer ID No. 47-3813252 Contractor State License No.: 974279 Contractor City Business License No.: 43500 Agreement No. 6340 PROPOSAL FOR THE W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Date February 10 20 22 Company Name: Gentry General Engineering Inc. 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 null and void. Agreement No. 6340 EQUAL EMPLOYMENT 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 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. NONCO ;ELUSION 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. 6340 BID SCHEDULE W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Company Name: Genta General Engineering Inc. R A QU 'RID ITU 1%4.4Z Item Unit Price Total No, Description QTY Unit M-----±S1— I Mobilization/Demobilization I LS 0, q�ov r2�.qqo 2 Provide traffic control, public safety I LS lljooz. 11` D00 and convenience Remove tree, stump and remaining tree 3 roots completely down to two feet 9 EA 50D L1, 5-oo below grade, and compact soil to 95% compaction. 4 Demolition removals, and grading I L.. S 5 Remove and relocate traffic sin 7 EA 10 0 1 q00 6 Construct concrete slough wall per plan 129 LF SK at back of walk LH= I 2-i — 7 Construct 6-inch concrete curb 489 LF 7- 6, 8 Construct concrete curb ramp 6 EA V� 9 Construct 4-inch thick sidewalk 2,230 SF U0 Construct reinforced concrete stairs, 10 Landings, Side Curbs, and Hand 27 SF 7.50 1 6, 7 5- 0 Railing I I Construct 4-inch Thick Concrete 331 SF I's Residential DrivmM NppE2ach. Construct 6-inch Thick Asphalt 12 Concrete Pavement on 6-inch Thick 1,675 SF 2,6z, 50 Aggregate Base on Compacted Native Material 13 Adiust Water Valve Cover to Grade 4 EA 1600 Restore Thermoplastic Striping and 14 Pavement Markings Damaged by I LS Z,700 ®, Construction 11 11 ---- I-C-3 Agreement No. 6340 ALTERNATIVE BID ITEMS Determined by the City on an as -needed basis Item ........_._ ...__ .. ...... ................. Unit Price ........ Total No. Descri tion OTY Unit $ Ll Replace any grass removed during 207 SF 6, I'll$ 1,313JI construction with sod Install stamped concrete sidewalk, red- 16 brick shape and color, to meander 176 SF j around 443 Concord trees onl Install stamped concrete sidewalk, red- 17 brick shape and color, to meander 543 SF around 443 Concord trees and as sidewalk through lawn area TOTAL BID TOTAL BID WRITTEN IN WORDS: a ,Ar All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to rej ect any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I-C-4 Agreement No. 6340 THIS PAGE LEFT BLANK I-C-5 Agreement No. 6340 BIDDER'S INFORMATION Company Name: Gentry General Engineering Inc. BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, EM!q!T, etc.) ... . . ....... . . ........... If corporation, State of Incorporation (e.g., California) _. California Business Gentry General Engineering Inc. ............... ...... Address 9277 Archibald Avenue, Rancho Cucamonga, CA 91730 ................ — Telephone No.._(909)330-1128 Facsimile No. (909)330-1129 State Contractor's License No. and Class A q 717- 7 DIR# 1000024189 .......... Original Date Issued 6/26/20 t 2 Expiration Date 6/30/22022 The following are the names, titles, email addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: Brenton Gentry - President/Owner 100% The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: W All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: None I-C-6 Agreement No. 6340 BIDDER'S INFORMATION (CONTINUED) Company Name: Gentry General Engineering Inc. Bidder shall list the name of the person who attended the mandatory pre -bid job walk: Name: Brandon Dean Bates Title: Project Manager I-C-7 Agreement No. 6340 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this 10 BIDDER Gentry General Engineering Inc. Subscribed and sworn to this NOTARY PUBLIC SIMM day of February ., 20 22. 10 day of 1 20 t7- I-C-8 Agreement No. 6340 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 San bernardino On before me, S. Alicia Sanchez (insert name and title of the officer) personally appeared Brenton Gentry who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. wM x�d ......"+r 225 WITNESS my hand and official seal. a z Signature (Seal) / d ,A Agreement No. 6340 Bond No. CSBA-19879 PROPOSAL GUARANTEE BID BOND W. MARIPOSA-AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 KNOW ALL MEN BY THESE PRESENTS that, Gent General Engineering, Inc. , as BIDDER, and The Ohiio Casualty Insurance Corn any, as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of Ten Percent of Amount Bid DOLLARS ($1 o°i-), 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 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 10th day of February , 2022 . 9277 Archibald Avenue BIDDER* Gentry General Engineering, Inc. Rancho Cucamonga, CA 91730, (909) 330-1128 790 The City Drive South, Suite 200, SURETY* The Ohio Casual Insurance Company Orange, A 92868. a o 763-9268, 1411 N. Batavia St., Suite 201 Dwight Reilly, Attorney -in -Fact Orange, CA 92agZ 714 516-1232 Subscribed and sworn to this day of , 20_ NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I-C-9 Agreement No. 6340 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 validit+w of that document ....... State of California County of Oran e On 2/10/2022 before me, Melissa Ann Vaccaro, Notary Public (insert name and title of the officer) personally appeared Dwight Reilly , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. V9 WITNESS my hand and official seal. r"'l- uSSA ANN VACCARO i �" COMM. #2241394 m Notary Public -California 0 ORANIGE COUNTY a a My Comm Expires May 12 Signature (31 � (Seal) Melissa Ann Vaccaro This Power of Attorney limits the acts of those named herein, and they have no author4greement No. 6340 bind the Company except in the manner and to the extent herein stated. Lbe Liberty Mutual Insurance Company Bond No. CSBA- 19879 i rty Mutual., The Ohio Casualty Insurance Company Certificate No: 8205094-969561 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Arturo Ayala; Ben Stang; Daniel Huckabav; Dwight Reilly, Frank Moronesi Michael D. Stong, R. Nappi; Shaunna Rozelle Ostrom all of the city of orar slate of C A ' each indivAuWly if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf �c as surely and as its t and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 25th day of March 1 2021 . Ui 7C (Z - c ate of PENNSYLVANIA a SN M:3 County ofMONTGOMERY Liberty Mutual Insurance Company INS 01f rNs& %NSU The Ohio Casualty Insurance Company West American Insurance Company 0 '2' 4 By: David M Garev, AssWant Secretary U 4) On this 25th day of March 202 1 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual InsurancU 4 m ( Company, The Ohio Casualty Company, ind West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. (V @ a) IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. < 6.2 0 M CL ca 0 461monree"Ah 0 ovvvu%yWn4) - Notary S%W3 Nresa Pastella, Wary PtMic 0 my Exarerumtssiv.0 expres ItIajcki 2, 2025 By: C'mwnwtwi nvmbA m 1126044 < 10 Poompa Mo. krwamm a Nmwvt Notary Public 46 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: 0 E - CL ARTICLE IV - OFFICERS: Section 12, Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the c: President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety M M C any and all undertakings, bonds, recognizances and other surety obligations, Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall "a > a) C have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o Z 0 instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. 0 LL ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings,I bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, !have hereunto set my hand and affixed the seals of said Companies this 10th day of -February 2022 traSU,9LAY IN$& . JNSU? 0 0 0 1912 0 0 1919 UJ 1991 Q BY: ps b 4o 000 enee G, Llewellyn, Assistant Secretary LMS-12873 LW11C OCIG WAIC Muld Co 02/21 Agreement No. 6340 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 vaart current. lidi of that o ...... State of California County of San Bernardino On Z before me, S. Alicia Sanchez (insert name and title of the officer) personally appeared Brenton Gentry who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. WITNESS my hand fficial seal." w Signature (Seal)°'".r�sctaw �,W. Agreement No. 6340 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: 974279 Class No.: A 2. The expiration date of BIDDER'S Contractor License is. June 30 2022 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 can l-ebmau°; 10 , 20 22 , at Rancho Cucamonga, California ✓�— Signature Brenton Gentry Typed Name President Title Gentry General Engineering Inc. Company Name (insert City and State where Declaration signed). I-C-10 Agreement No. 6340 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of San ) Bernardino Brenton Gentry , being first duly sworn, deposes and say that he or she is President of Gentry General Engineering 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. Signature Brenton Gentry Typed Name President Title Gentry General Engineering Inc. Name of Bidder/Company Name February 10, 2022 Date Agreement No. 6340 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 San Bernardino On // o before me, S. Alicia Sanchez (insert name and title of the officer) personally appeared Brenton Gentry who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. wSSA ``a°I,,, WITNESS my hand and official seal. c 5 top i Signature (Seal) ;, Agreement No. 6340 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 10 I' - 4 Gentry General Engineering Inc,. 909 330-112$ day of February 20 22 . I-C-12 Agreement No. 6340 DESIGNATION OF SUBCONTRACTORS W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Company Name: Gentry General Engineering Inc. 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. Name of Subcontractor Address (Number and Street) (City, Zip Code) Subcontractor's Contractor License No., & DIR Registration No. (CSLB #) (D1R #) Description of Portion of Work Subcontracted Estimated $ Amount Pa vt "`e,` ..7-76306 ......... r ; 4 rfsel ........ SS.I I`ll r SS01 7og- 4r e re., . -71 ...... ........_ ^� ...... _. (Make copies of this page if additional space is needed) February 10,2022 _.� ........ Signature of Bidder Date I-C-13 Agreement No. 6340 REFERENCES Company Name: Ceritr"y General Engineering Inc. 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: Project Title: See attached Reference Information 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? 2. Project Title: See attached Reference Information 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-14 Agreement No. 6340 3. Project Title: See attached Reference Information 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? 4. Project Title: See attached Reference Information 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-15 Agreement No. 6340 5. Project Title: See attached Reference Information 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? 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: Liberty.�1 4s " +6', Agent: Dwight Riley, (714)844-6469, Dwight@commercialsurety.com �...,♦ F ..riv South, Ste I-C-16 Agreement No. 6340 COEGEINTRYGENERAL ENGINEERING REFERENCE INFORMATION WESTERN RENTALS ANAYA'S TRUCKING 14635 Valley Blvd. 11840 WOODRUFF AVE Fontana, CA 92335 DOWNEY, CA 90241 P: 909.822.8088 P: 562.803.3600 F: 909.822.4878 F: 562.381.7011 E: DISPATCIf@SC01ifL UdP.COMe E: LDUARTE ANAYA,STRUCKING.COM S&1 SUPPLY CO. HOLLIDAY ROCK 13105 FLORENCE AVE 2006 N. CAMPUS AVE SANTA FE SPRINGS, CA 90670 UPLAND, CA 91786 P: 909.982.1553 P: 562.944.0472 F: 909.652.9000 F: 562,944.7224 E: DBU RR ESCIALP HOLUDAY ROCK, COIN& E: STEVE'LI' S-JSUPPLY'.COM VULCAN MATERIALS COMPANY UNITED RENTALS 16013 E. FOOTHILL BLVD. 10632 MONE VISTA AVE IRWINDALE, CA 91702 MONTCLAIR, CA 91763 P: 626.633.4201 P: 909.624.9615 F: N/A E:JRIOSL UR.COM' E: WATT5G VMCMAII-COM CEMEX 3990 CONCOURS ST STE 200 ONTARIO, CA 91764 P: 909.208.9024 F: N/A E:LID IRIC0.2'UA2UA CEMEX,COM,. 9277 Archibald Ave. off: 909.330,1128 Rancho Cucamonga, CA 91730 fax: 909,244.9688 gentrygeneral@gmail.com Agreement No. 6340 BANK REFERENCE BANK OF THE WEST 12545 CENTRAL AVE CHINO, CA 91710 P: 909.627.7601 F: 909.627.6020 E:CINDY.REaA BANKO THE E T.CCM ACCOUNT: XXXXX6385 BONDING COMPANY COMMERCIAL SURETY BOND AGENCY 1411 N. BATAVIA ST STE. 201 ORANGE, CA 92867 P: 714.516.1232 F: 714.516.9563 E: DWI,GHT COMME—.RCIAL: UI'ETY-COC" LICENSE #: 0680930 9277 Archibald Ave. off: 909.330,1128 Rancho Cucamonga, CA 91730 fax: 909.244.9688 gentrygeneral@gmail.com Agreement No. 6340 GEN11"RY GENERAL ENGINEERINi VE 0 2013 — $34,500.00 City of Fontana Damaged Street/Sidewalk Asphalt & Concrete R&R 8353 Sierra Ave Fontana, Ca 92335 Jason Jojola: No Email Address 909.350.6636 2014 — $30,000.00 City of Rancho Cucamonga Solar Shade Structure 8794 Lion St. Rancho Cucamonga, Ca 91730 909.477.2730 (No Email Address) 2015 — $495,000 City of Whittier Fire Loop/Fire Sprinkler Repair 9401Painter Ave Whittier, Ca 90605 Karla Embry: ,Ka,rla.Embr WUHSD.or 562.332.9303 2015 — $41,000 City of Glendora Water Improvement 116 E. Foothill Blvd. Glendora, Ca 91741 Carlos Cigneros: No Email Address 626.786.1285 9277 Archibald Ave. Rancho Cucamonga, CA 91730 Prior Projects 2016 — $504,420 City of Baldwin Park Alleyway Street/Sidewalk Asphalt & Concrete R&R 14403 Pacific Ave Baldwin Park, Ca 91706 Chase Fidler: j idler baldwinPark.com 626.960.4011 2016 — $619,075 City of Bloomington ADA Ramp — Repair/Maintenance/Replaced 825 E. 3rd Street San Bernardino, CA 92415 Haile Ford: HFord DPW.SBCount� 909.387.7936 2016 — $173, 604 City of Montclair Alleyway Street/Sidewalk Asphalt & Concrete 5111 Benito St Montclair, Ca 91763 Steve Stanton: SStanton Cit ofMontclair,or 909.625.9444 2017 — $325,000 City of Upland Damaged Street/Sidewalk Asphalt & Concrete R&R 1370 North Benson Ave Upland, Ca 91785 Tony Trejo:Trreio CLU Iand.Ca.Us 909.631.3918 off: 909.330.1128 fax: 909.330.1129 gentrygeneral@gmail.com Agreement No. 6340 2017 — $624,688 Santa Ana Repair Maintenance/Replaced Damaged Street/Sidewalk Asphalt & Concrete R&R 20 Civic Center Plaza Santa Ana, Ca 92701 Victor So: Vso Santa-Ana,or 714.647.5076 2017 — $694,000 City of Corona Miscellaneous Concrete Repair 400 S. Vicentia Ave, Ste. 210 Corona, Ca 92882 Barry Ghaemi: Bar!yGhae,ini@Coro,naca.gov 951.739.4961 2017 — $30,000 City of San Diego Demo/BackfiII/Compact Existing Vault Location 422 W. Washington St. San Diego, Ca 92103 Matt Cavan: MCavan HARCOInc.Us 951.684.1909 2018—$1.2 Million City of Torrance Damaged Street/Sidewalk Asphalt & Concrete R&R 20500 Madrona Ave Torrance, Ca 90503 Shin Furukawa: SFurukawa TorranceCa. ov, 310.618.3073 9277 Archibald Ave. Rancho Cucamonga, CA 91730 2018 — $547,950 City of Pasadena Miscellaneous Concrete Repair 100 Garfield Ave Pasadena, Ca 91101 Morley Saralya: MSar°ala Cit ofPasadena.net 626.744.3703 2018—$2.2 Million City of Torrance Downtown Torrance Active Transportation Improvements 20500 Madrona Ave Torrance, Ca 90503 Justin Gatza: JGatza TorrarrceCa. ov 310.618.3032 2019 — $288,974 City of Barstow Water Treatment Plant Dewatering Pad & Wall 2200 Riverside Dr. Barstow, Ca 92311 Kody Topkins: 'KTo k ns@ BarstowCa. ov 760.252.2538 2019 - $544,342 Torrance Unified School District Anza, Arnold and Hickory ES Site Drainage 21400 Ellinwood Dr Torrance, CA 90503 Joe Winterburn: "vnterburn Pbalfourbeattyuscorn (949) 502-4000 2019 - $714,000 City of Hermosa Beach 81n Street Improvements Project 8tn Street Hermosa Beach, CA 90254 Reed Salan: rsalan frermosabch. r (310) 318-0229 off: 909.330.1128 fax: 909.330.1129 gentrygeneral@gmail.com Agreement No. 6340 2019 - $267,000 Costa Mesa Sanitary District Indus Sewer Main Replacement 20122 Santa Ana Ave Newport Beach, CA 92660 Rob Hamers: i,harners@robhamers.com (949)548-1192 2019 - $285,744 City of Fullerton Curb/Gutter and Sidewalk Reconstruction Fullerton, CA 92831 Jose Medina: "osern cit offullerton.corn (714) 738-6863 2019 - $139,573 City of Irvine Ranch Park Bike Trail Rehabilitation Irvine, CA 92618 Anthony Caraveo: acaraveo cit ofirvine,or (949) 724-7365 2019 - $644,763 City of Thousand Oaks Concrete Replacement and Sidewalk Repair Program Thousand Oaks, CA 91320 Michelle McCarty: mmccartv@tgLlq.org, (805) 449-2477 2019 - $14,800.00 Whittier Unified School District (Whittier CHS) Refurbish Long Jump Pits 9401 S. Painter Ave., Whittier, CA 90605 Danny True — 2anny.true@wuhsd.org (562) 237-0795 9277 Archibald Ave. Rancho Cucamonga, CA 91730 2019 - $210,000 Lynwood Middle School (USD) Storm Drain Improvements 11321 Bullis Road Lynwood, CA 90262 Manuel Jaramillo: Miararnlllol delterra.com (323)447-0996 2020 - $1,369,000 City of Torrance Sidewalk Repair for Handicap Accessibility Torrance, CA 90505 Shin Furukawa: sfurukawa torranceca. ov (310) 781-6900 2020 - $19,546 City of Fontana San Bernardino at Cypress Driveway Improvements Fontana, CA 92335 Christopher Smethurst: cs m et fr a rstt@fo n to n Lo rg' (909) 350-6649 2020 - $149,835 City of Walnut Butterfield Park Trail Rehabilitation 21201 La Puente Rd Walnut, CA 91789 Tony Lopez: iloozirkagrouo,com (909) 594-9702 off: 909.330.1128 fax: 909.330.1129 gentrygeneral@gmail.com Agreement No. 6340 2020 - $29,820 City of Irwindale Peppertree Bus Shelter Removal and Foothill Column 5050 N Irwindale Ave Irwindale, CA 91706 Elizabeth Rodriguez — ero�z irwindaleca-gov (626) 430-2211 2020 - $5,565 City of Irwindale Arrow Bus Shelter Roof Repair 5050 N Irwindale Ave Irwindale, CA 91706 Elizabeth Rodriguez — erodri uez irwindaleca. ov (626) 430-2211 2021- $22,000 Whittier Unified School District Collapsed Storm Drain Repair 9401 S. Painter Ave., Whittier, CA 90605 Danny True — Dann .true wuhsd.or (562) 237-0795 2021- $29,999 Costa Mesa Sanitary District Manhole Surface Repairs Phase 7 290 Paularino Ave Costa Mesa, CA 92626 Michael Benesh — tnlbenesh@ro.bhamers.com (949) 548-1192 9277 Archibald Ave. Rancho Cucamonga, CA 91730 2021- $366,732 City of Laguna Beach Zones 2 and 3 Street Concrete Improvements 505 Forest Ave Laguna Beach, CA 92651 Alpha Santos-Guinto — asantos la unab achd .net (949) 497-0729 2021— $211,965 City of Laguna Beach Ramona Alley Decorative Paving Replacement 505 Forest Ave Laguna Beach, CA 92651 Alpha Santos-Guinto— asantos@laguinabeachcity.net (949)497-0729 2021- $198,420 Chino Valley Unified School District Briggs K-8 Waterline Upgrades 11880 Roswell Ave Chino, CA 91710 Sam Sousa — sam souse ehino.k12.ca.us (909) 628-1201 x1490 2021- $125,400 Torrance Unified School District Seaside Elementary Site Drainage Improvement 2335 Plaza Del Amo Torrance, CA 90501 Ryan Palmer — PaInnenr an tusd,or (310) 972-6240 off: 909.330.1128 fax: 909.330.1129 gentrygeneral@gmail.com Agreement No. 6340 2021- $252,796 City of Rancho Cucamonga Citywide Concrete Repair 10500 Civic Center Dr Rancho Cucamonga, CA 91730 Ernie Ruiz — E'.rnie.ruiz@:i off (909) 774-4108 2021- $41,750 State of California Moro State Deck and ADA Access 715 P Street Sacramento, CA 94296 Michelle Humphrey — Michelltg,buimphrey@-parks.ca.gov (949) 366-8533 9277 Archibald Ave. off: 909.330.1128 Rancho Cucamonga, CA 91730 fax: 909.330.1129 gentrygeneral@gmail.com Agreement No. 6340 aE PROJECTS IN PROGRESS City of Anaheim "Alley Sanitary Sewer Improvement" RCP2017-12967 Replacement of sanitary sewer mainline and manholes, new storm drain construction, and hardscape restoration. Award Value: $1,924,055 Contact: Scott Yanagihara, Inspector (714) 231-4696 State of California "Doheny State Park Projects A, B and U Project No. C19E0006 Removal and replacement of potable water, fire water and irrigation systems, relining of sewer laterals, removal and replacement of force main and gravity sewer lines, restoration of landscaping, and construction of a new sewage lift station in and around Doheny State Park. Award Value: $8,449,000 Contact: Merrilee Byrnes, Contract Analyst (916) 445-8843 merrilee,b r'nes �arks.ca* ov Agreement No. 6340 City of Laguna Beach "Ramona Alley Decorative Paving Replacement" 578 Replacement of decorative asphalt pavers, reconstruction of damaged brick alley approach and repair of surrounding hardscape. Award Value: $211,865 Contact: Alpha Santos-Guinto, Public Works Technician (949) 497-0729 asantos@la,gunabeachcily.net Chino Unified School District "Briggs K-8 Waterline Upgrades" 20-21-111 Construction of new fire water, domestic water and irrigation service connections, and associated hardscape restoration. Award Value: $198,420 Contact: Sam Sousa, Construction Coordinator (909) 628-1201 x1490 s rn souse chi'no,kl2.cawus Agreement No. 6340 Torrance Unified School District "Seaside Elementary School Site Drainage Improvements" 13-03.30.21 Installation of new HDPE and SDR35 drainage pipe, construction of new trench drain and catch basins, connection to existing catch basin, and surface restoration. Award Value: $125,400 Contact: Ryan Palmer, Facilities and Projects Specialist (310) 972-6240 aimer. are tusd.or City of Rancho Cucamonga "Citywide Concrete Repair" Removal and replacement of concrete sidewalk, curb ramps, curb and gutter, cross gutter, and other improvements at various locations. Award Value: $252,796 Contact: Ernie Ruiz, Streets, Storms Drains and Fleet Superintendent (909) 774-4108 ernie.ruiz cit ofrc.us Agreement No. 6340 State of California "Moro State Modular Residence Deck and ADA Access" C2046022 Construction of new modular deck, handrails and associated access points. Award Value: $41,750 Contact: Michelle Humphrey, Contract Manager (949) 366-8533 rrrichelNe.l um 2bfey@oarks,ca.gov Orange County "Portland Cement Maintenance and Repair Services" I F B-080-0O28860 Removal and replacement of concrete sidewalk, ADA ramps, drive approaches, curb and gutter, cross gutter, and other improvements on a county -wide, on -call basis. Award Value: N/A; Maintenance Contract Contact: Nicholas Murray, Purchasing Agent Agreement No. 6340 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Company Name: Gentry General Engineering Inc.. 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 ❑ No El 2. If yes, explain the circumstances: n/a 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes 12 No Bidder's Signature Brenton Gentry Name (Please Print) I-C-17 Agreement No. 6340 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Company Name: Gentry t;es�eral Pn eeri c. 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 cornpensatio : Statutory requirement 5 � Commercial general iiabif4y insurance must meet or exceed the requirements of ISO-CGL, Forme 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 01 06 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." February 10, 2022 Date Bidders Signature I-C-18 Agreement No. 6340 END PROPOSAL SECTION I-C-19 Agreement No. 6340 aMw EL,S'EGUNDO February 1, 2022 ADDENDUM NO. 1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 ATTENTION BIDDERS: 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. The bid due date and time remains Tuesday, February 15, 2022 at 11:00 am. 2. Please see this project's attached Supplement to Addendum 1 for bid opening instructions, bid -related questions, and the responses to the questions. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this completed Addendum page with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non- responsive and subject to rejection. Signature:.w....... Date: Fe 7 Print Company Name: _ ^�"� e_, .....n Page 1 of 1 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 THE FINAL PREMIUM IS Agreement No. 6340 PREDICATED ON THE FINAL CONTRACT AMOUNT FAITHFUL PERFORMANCE BOND 400 BLOCK W. MARIPOSA AVE. AND 300 BLOCK W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Bond No.024260496 Bond Fee:$2,880.00 GENTRY GENERAL ENGINEERING. INC. ("PRINCIPAL") and The Ohio Casualty 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 TWO HUNDRED THOUSAND,,Tl N DOLLARS AND SIXTY-ONE CENTS ($200,010.61), 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. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS AND PLANS NO. PW 21-07, 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 AND PLANS NO. PW 21-07, 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 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. 6340 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("BSMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS AND PLANS NO. PW 21-07 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. 6340 SIGNED AND SEALED this 22nd day of Aril ,, 20 22 Gentry General Engineering, Inc. The Ohio Casualty Insurance Company PRINCIPAL'S PRESIDENT SURETY's W,R,XMWDwight Reilly, Attorney -in -Fact PRINCIPAL's SECRETARY PRNCIPAL's MAILING ADDRESS: SURETY'sSECRETARY SURETY'S MAILING ADDRESS: Gentry General Engineering, Inc. The Ohio Casualty Insurance Company 9277 Archibald Avenue 790 The City Drive South, Suite 200 Rancho Cucamonga, CA 91730 Orange, CA 92868 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. 6340 ACKNOWLEDGMENT W 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 San Bernardino ) On z before me, S. Alicia Sanchez, Notary Public (insert name and title of the officer) personally appeared Brenton Gentry who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. WITNESS my ha Signature official seal. r Rq,s13 "u (Seal),` Agreement No. 6340 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 04/22/2022 before me, Shaunna Rozelle Ostrom Notary Public (insert name and title of the officer) personally appeared Dwi ht Reilly y who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. WITNESS my hand and official seal.. ak- Signature Shaunna Rozelle Ostrom SHAUNNA ROZELLE OSTROM w" COMM. #2332742 M a r' . <. ; ' Notary Public -California 07 ORANGE COUNTY LL MY Coua. ExPlres Aug 31, 2024 (Seal) Agreement No. 6340 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Bond No. 024260496 Liberty Liberty Mutual Insurance Company The Ohio Casualty Insurance Company Certificate No: 8207518-969561 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Arturo Ayala; Ben Ston ; Ben Wolfe; Chelsea :.mold; Daniel Huckaba ; Dwight ReiIl ; Frank Morons; Michael D. Stong• R NappiShaunna. Rozelle Ostrom all of the city of I,I a9b ae slate of C.A each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, sear acknowledgeaantl dekvar, fdr and oat Its behalf as sutely arlrt as Is act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of March , 2022 Liberty Mutual Insurance Company otauq v Y INS& � INStrq The Ohio Casualty Insurance Company West American Insurance Company 1912 1919 1991 « , ✓7 1 Al n 1 a7 By: vDavid M. Carey, Assistant Secretary ry State of PENNSYLVANIA =a ss County of MONTGOMERY On this 17th day of Marcia 2022 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secrelary of LiberlyMutual Insurance m Company, The OW Casualty Company, and West Amocan Insurance CoTtVany, and that he, as such, being aulhorized so to do, execulm the foregoing instrument for the purposes thatefn contained by sionine on behalf of the comorations by himself as a duly authorized officer, t ca •N 02 do C � m I IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written comwyr'wviom p9m,"m, NA - namy SOW Cp a sit rvr¢sa P'asko Ih�N'xjq b Y(Wk, Martgmary County ^. p,,r ". a7r My commISOM exaires March 29, 2025 By: +1.."' .d'F.d �Y�tG.J +r w's�s4mt p �,F,I�'astella, di'W Solo w-".¢unrr¢awn nwrsr�ww' U176r. Nolv'try Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV— OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as wrety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may presa titre, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 22nd day of April 2022 LMS-12873 LMIC OCIC WAIC Multi Co 02121 I. st/ �^r r% � 5N6Gr'q. cl,',n a ; 1991 1912 ,c1919 p. w* f" � , r r Nophop, By ya Rance C. Llewellyn, Assirslant Secrelary O O N 00 N Cl) 0 m m U Agreement No. 6340 No. 6133-4 STATE OF CALIFORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO Amended Certificate of Authority THIS IS TO CERTIFY, That, pursuant to the Insurance Code of the State of California, The Ohio Casualty Insurance Company ofNew Hampshire, organized under the laws of New Hampshire, subject to its Articles of Incorporation or other fundamental organizational documents, is hereby authorized to transact within this State, subject to all provisions of this Certificate, the following classes of insurance: Fire, Marine, Surety, Plate Glass, Liability, Workers' Compensation, Common Carrier Liability, Boiler and Machinery, Burglary, Credit, Sprinkler, Automobile and Miscellaneous as such classes are now or may hereaf er be defined in the Insurance Laws of the State of California. THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation ofan ; of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable, and as such laws and requirements now are, or may hereafter be changed or amended. IN WITNESS WHEREOF, effective as of the 19'A day of March, 2013, I have hereunto set my hand and caused my official seal to be affixed this 19"day of March, 2013. Dave Jones Insurance Commissioner BY Valerie J. Sariaty for Nettie Hoge Chief Deputy NOTICE: Qualification with the Secretary of State must be. sacutnrlished as required by the California Corporations Code promptly after issuance ofthis Certificate ofAuthority. Failure to 0o so will be a violation oflasaranec Code section 701 and will be grounds for revoking this Certificate of Authority pursuant to the covenants made in the application therefor and the conditions contained herein. THE FINAL PREMIUM IS Agreement No. 6340 PREDICATED ON THE FINAL CONTRACT AMOUNT LABOR AND MATERIALS BOND 400 BLOCK W. MARIPOSA AVE. AND 300 BLOCK W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Bond No.024260496 Bond Fee: Included in Performance Bond (ENTRY GENERAL ENGINEERING, INC. as principal ("PRINCIPAL") and The Ohio Casualty Insurance Com an , 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 TWO HUNDRED THOUSAND, 0 TEN DOLLARS AND ,SIXTY-ONE CENTS ($200,010.61), 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 400 BLOCK W. MARIPOSA AVE. AND 300 BLOCK W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT, SPECIFICATIONS AND PLANS NO. PW 21-07 ("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 AND PLANS NO. PW 21-07, 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, 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. PRINCIPAL will pay for all materials and other supplies, for equipment used in, Agreement No. 6340 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 AND PLANS NO. PW 21-07, 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] Agreement No. 6340 SIGNED AND SEALED this 22nd day of April , 2022 Gentry General Engineering, Inc. The Ohio Casualty Insurance Company PRINCIPAL'S PRESIDENT SURETY's MtnKWW Dwight Reilly, Attorney -in -Fact PRINCIPAL's SECRETARY SURETY's SECRETARY PIF.INCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: Gentry General En ineerin , Inc. The Ohio CqLu a any _w 92777_Archibald Avenue _ITITITITITITITITITITIT,,,, 790mThe Citv Drive South, Suite 200 Rancho Cucamonga CA 91730 Orange, CA 9288 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. Agreement No. 6340 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 San Bernardino On lit 2021 before me, S. Alicia Sanchez, Notary Public (insert name and title of the officer) personally appeared Brenton Gentry who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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.,o°�°zp>, 1 5 + WITNESS my han' d official seal.qF�, pO Signature (Seal) w��ri7rPp,CG�.� Agreement No. 6340 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 04/22/2022 before me, Shaunna Rozelle Ostrom Notary Public (insert name and title of the officer) personally appeared Dwight Reilly 7 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 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. WITNESS my hand and official seal. Signature Shaunna Rozelle Ostrom SHAUNNA ROZELLE OSTROM COMM. #2332742 m m' Notary Public -California a ORANGE COUNTY a My Comm. Explm Aug 31, 2024 (Seal) Agreement No. 6340 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Bond No. 024260496 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company SURETY POWER OF ATTORNEY Certificate No: 8207518-969561 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Arturo A ala: Ben Ston Ben Wolfe; Chelsea Arnold; Daniel Huckabav; Dwight Reilly; Frank Morons: Michael D, Ston , R. Nap a ai; Shartnna Rozelle Ostrom all of the city of Orange skate of CA. each rrrdwidulally II there be fe Ilan one named, its true and lawful attorney -in -fact to make, execute, seat, nowMdge and deliver, for and on Iks behalf as surely and as its act and duel, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of March , 2022 cn m a� C c` os State of PENNSYLVANIA County of MO+NT(30MERY ss Liberty Mutual Insurance Company tNSW? I't Wa& klYSu The Ohio Casualty Insurance Company aWest American Insurance Company 1912 1919 1991 "�^�trrtiti+ ,y, " ''rrr.4ft'%' 'It' Gn �'1019 +r+� , ;7r By. � ' fi . David M. Carey, Assistant Secretary On this 17r1n day of Nfadcll 2022 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance m Company. The fJNo Casnaally, ompamayn nand West Amencarn Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer anIT� IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. cm, ,'" ^j7�,i, Ea4w,r 7� calWnM'11.04cof1t41061YWvurer,a niotulySaan �,•, ' Mantrgn€nery County 02 Cr My commission exproe March 2,8, 2025 By; cnnnrm4mco:nurrrtiwa12 ��`,�„a Mm+o9�r,�nntnn~•w�woaur:�A;;cwn0;,,:re au9'atld'�.aeapia icresa Pas�tella, Nolary Public 4? This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual •—. Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: m ARTICLE IV— OFFICERS: Section 12, Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such Z Z3 instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting Such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations, Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation —The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 22nd day of April 2022 Wei) w� t maws, � %NSV NO �mnx,fwro� rya yxyr Lu r#92, 1319 ' 1991 r*�y x �anwas@ w myar aw T By. y Assl,"kunt Secretary LMS-12873 LMIC CCIC WAIC Multi Cc 02121 m U Agreement No. 6340 No. 3133-4 STATE OF CALIFORNIA DEPARTMENT'OF INSURANCE SAN FRANCISCO Amended Certificate of Authority THIS IS TO CERTIFY, That, pursuant to the Insurance Code of the State of California, The Ohio Casualty Insurance Company ofNew Hampshire, organized under the laws of New Hampshire, subject to its Articles oflncorporation or other fundamental organizational documents, is hereby authorized to transact within this State, subject to all provisions of this Certllicate, the following classes of insurance: Fire, Marine, Surety, Plate Glass, Liability, Workers' Compensation, Common Carrier Liability, Boiler and Machinery, Burglary, Credit, Sprinkler, Automobile and Miscellaneous as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being In full compliance with all, and not in violation ofan5, of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in elect and applicable, and as such laws and requirements now are, or may hereafter be changed or amended. IN WITNESS WHEREOF, effective as of the 19" day of March, 2013, 1have hereunto set my hand and caused my official seal to be affixed this 19'hday of March, 2013. Dave Jones Insurance Commissioner By Valerie J. Sarfaty for Nettie Hoge ChiefDepuly NOTICE: Qualification with the Secretary of State ;gust be accomplished as required by the California Corporations Code promptly after issuance ofthis Certificate ofAuthority. Fzihue to do so will be a violation oflnsurance Code section 701 and will be grounds for revoking this Certificate of Authority pursuant to the covenants made in the application therefor and the conditions contained herein. Agreement No. 6340 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 https://www.elsegundo.org/government/departments/city-clerk/bid-rfp Batt s.1/www.el tcl atr /i;;av r°rir Brij/c ? L(I)ICIlt )pLiblic.-works/ ecuest_ n1blig-works-bid MANDATORY PRE -BID MEETING TUESDAY, JANUARY 25, 2022, AT 10:00 AM AT THE SOUTHWEST CORNER OF VIRGINIA ST./W. MARIPOSA AVE. IN EL SEGUNDO, CA 90245 BIDS DUE TU SDAY, FEBRUARV 15, 2022 AT 11:00 Alm Agreement No. 6340 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, FEBRUARY 15, 2022 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. 6340 SPECIAL INSTRUCTIONS TO CONTRACTORS Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS, pages II-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 any applicable Building/Safety Permit from the City Building Planning and Building Safety Department. The permits will be issued on a "no -fee" basis. The Contractor shall be responsible for calling the Building Safety Division for inspections. All noted deficiencies shall be corrected by the contractor. The project will not be accepted as complete until the contractor obtains a final sign -off from the Department of Planning and Building Safety. TABLE OF CONTENTS SECTION I — LEGAL A. NOTICE INVITING SEALED BIDS B. BIDDING INSTRUCTIONS 1. DEFINITION 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 5. PRODUCT SUBSTITUTIONS 6. SUBCONTRACTORS 7. ADDENDA 8. PRE -BID CONFERENCE 9. FORM AND STYLE OF BIDS 10. BID SECURITY 11. MODIFICATION OR WITHDRAWAL OF BID 12. OPENING OF BIDS 13. REJECTION OF BIDS 14. AWARD C. PROPOSAL Agreement No. 6340 PAGE I-A-1 TO A-3 I-B-1 TO B-8 I-B-1 I-B-1 I-B-2 1. PROPOSAL, FIRST PAGE 2. BID SCHEDULES a. BASE BID 3. BIDDER'S INFORMATION 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT 5. PROPOSAL GUARANTEE BID BOND 6. CONTRACTOR'S LICENSE DECLARATION 7. NON -COLLUSION AFFIDAVIT 8. WORKER'S COMPENSATION CERTIFICATION 9. DESIGNATION OF SUBCONTRACTORS 10. REFERENCES 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS 11. INSURANCE REQUIREMENTS D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT E. FAITHFUL PERFORMANCE BOND I-B-2 I-B-3 I-B-3 I-B-3 I-B-3 I-B-4 I-B-5 I-B-6 I-B-6 I-B-6 I-B-6 I-C-1 TO C-17 I-C-1 I-C-3 I-C-3 I-C-4 I-C-6 I-C-7 I-C-8 I-C-9 I-C-10 I-C-11 I-C-12 I-C-15 I-C-16 I-D-1 TO D-5 I-E-1 TO E-3 F. MATERIAL AND LABOR BOND I-F-1 TO F-3 Agreement No. 6340 SECTION II — GENERAL REQUIREMENTS PAGE A. GENERAL SPECIFICATIONS II-A-1 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-1 6. SOUND CONTROL II-A-2 7. AIR POLLUTION CONTROL II-A-2 8. WORKER UNIFORMS II-A-2 B. STANDARD SPECIFICATIONS II-B-1 TO B-34 0-1 STANDARD SPECIFICATIONS II-B-1 0-2 NUMBERING OF SECTIONS II-B-1 0-3 MODIFICATIONS II-B-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 II-B-3 DOCUMENTS 2-3 SUBCONTRACTS II-B-3 2-3.1 GENERAL II-B-3 2-3.2 ADDITIONAL RESPONSIBILITY II-B-4 2-4 CONTRACT BONDS II-B-4 2-5 PLANS AND SPECIFICATIONS II-B-5 2-5.1 GENERAL II-13-5 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS II-B-5 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-6 2-9.3 SURVEY SERVICE II-B-6 2-9.3.1 CONSTRUCTION SURVEYING II-13-6 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 ii Agreement No. 6340 SECTION II — GENERAL REQUIREMENTS (Continued) 3-3.3 DAILY REPORTS BY CONTRACTOR 3-4 CHANGED CONDITIONS 3-5 DISPUTED WORK 4-1.3 INSPECTION REQUIREMENTS 4-1.3.1 GENERAL 4-1.3.2 INSPECTION OF MATERIALS NOT PRODUCED LOCALLY 4-1.6 TRADE NAMES OR EQUALS 5-2 PROTECTION 5-2.1 INCORRECT LOCATION OF UTILITIES 5-4 RELOCATION 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION 5-5 DELAYS 5-5.1 CALCULATING IDLE TIME 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE 6-1.2 CONTENT OF CONTRACT SCHEDULE 6-1.3 EFFECT OF CONTRACT SCHEDULE 6-1.4 COMMENCEMENT OF CONTRACT TIME 6-4 DEFAULT BY CONTRACTOR 6-4.1 GENERAL 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 GENERAL 6-6.2 EXTENSION OF TIME 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR 6-6.4 WRITTEN NOTICE AND REPORT 6-7.2 WORK DAYS AND WORKING HOURS 6-7.4 NIGHT WORK 6-7.5 WEEKEND AND HOLIDAY WORK 6-8 COMPLETION AND ACCEPTANCE 6-8.1 GENERAL GUARANTY 6-9 LIQUIDATED DAMAGES 6-9.1 FAILURE TO COMPLETE WORK ON TIME 6-11 DISPUTES AND CLAIMS; PROCEDURE 6-11.1 GENERAL 6-11.2 FORM ui PAGE II-B-12 II-B-12 II-B-13 II-B-14 II-B-14 II-B-14 II-B-14 II-B-15 II-B-15 II-B-15 II-B-16 II-B-16 II-B-16 II-B-16 II-B-17 II-B-17 II-B-17 II-B-18 II-B-18 II-B-18 II-B-18 II-B-18 II-B-19 Agreement No. 6340 SECTION II — GENERAL REQUIREMENTS (Continued) 6-11.3 CLAIMS SUBMITTED TO ENGINEER 6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY 6-11.5 DECISION ON CLAIMS 6-11.6 APPEAL OF ENGINEER'S DECISION 6-11.7 MEDIATION 6-11.8 ARBITRATION 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING 6-11.10APPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL 7-2 LABOR 7-2.3 PREVAILING WAGES 7-2.4 RECORD OF WAGES PAID; INSPECTION 7-3 LIABILITY INSURANCE 7-3.1 GENERAL 7-3.2 INDEMNIFICATION AND DEFENSE 7-5 PERMITS 7-8.1 CLEAN UP AND DUST CONTROL 7-8.1.1 GENERAL 7-8.1.2 WATERING 7-8.6 WATER POLLUTION CONTROL 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 TRAFFIC AND ACCESS 7-10.2 STREET CLOSURES, DETOURS, BARRICADES 7-10.5 PROTECTION OF THE PUBLIC 7-15 HAZARDOUS MATERIAL 9-2 LUMP SUM WORK 9-3.2 PARTIAL AND FINAL PAYMENTS 9.3.3 DELIVERED MATERIALS 100-1TERMINATION OF AGENCY LIABILITY iv PAGE II-B-20 II-B-21 II-B-21 II-B-21 II-B-22 II-B-22 II-B-22 II-B-22 II-B-23 II-B-23 II-B-24 II-B-24 II-B-24 II-B-27 II-B-28 II-B-28 II-B-28 II-B-28 II-B-28 II-B-29 II-B-30 II-B-30 II-B-30 II-B-31 II-B-31 II-B-32 II-B-33 II-B-34 II-B-34 Agreement No. 6340 SECTION III — SPECIAL PROVISIONS PAGE 1-0 GENERAL SCOPE, TIME FOR COMPLETION AND LOCATION OF WORK III-A-1 2-0. NOTIFICATIONS III-A-2 3-0. STANDARDS III-A-3 44 EXAMINATION OF JOB SITE III-A-3 54 INSPECTION III-A-3 6-0. USE OF PRIVATE PROPERTY III-A-3 7-0. STORAGE OF MATERIALS AND EQUIPMENT III-A-4 84 CENTERLINE TIES III-A-4 94 QUALITY ASSURANCE III-A-4 SECTION IV — MEASUREMENT AND PAYMENT PAGE 1-0. GENERAL IV -A -I 24 BID ITEMS IV-A-1 3-0, PAYMENT OF ANY CHANGE ORDERS IV-A-3 4-0. PROGRESS PAYMENT IV-A-4 SECTION V — TECHNICAL SPECIFICATIONS PAGE 14 MOBILIZATION V-A- I 2-0, NOTIFICATION V-A-2 3-0. TRASH PICKUP, STREET SWEEPING, AND V-A-2 MAIL DELIVERIES 4-0, STORM DRAIN PROTECTION V-A-3 5-0, EXCAVATION V-A-3 6-0, REMOVAL OF EXISTING CONCRETE V-A-3 74 REPLACEMENT OF DAMAGE TO EXISTING V-A-4 FACILITIES 8-0. REPLACE CURB ONLY OR REPLACE V-A-4 CURB AND GUTTER 9-0. REPLACE SIDEWALK V-A-5 10-0. REPLACE DRIVEWAY APPROACH V-A-5 11-0. REPLACE ADA RAMPS V-A-6 124 WASHING OF CONCRETE TRANSIT MIXERS V-A-7 13-0. CUT TREE ROOTS V-A-7 144 ASPHALT SLOT PAVING V-A-7 15-0. SURFACE RESTORATION V-A-8 16-0. STRIPING V-A-8 17-0. TRAFFIC CONTROL V-A-8 u Agreement No. 6340 SECTION VI - APPENDICES A. CITY MAP B. TYPICAL NO PARKING SIGN —EL SEGUNDO STANDARD ST-18 C. RECYCLING FORMS D. WALL, STAIRWAY, AND HANDRAIL STANDARDS E. MARIPOSA, PINE SIDEWALK INSTALLATION PLANS vi Agreement No. 6340 NOTICE INVITING SEALED BIDS FOR THE W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 21-07 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, FEBRUARY 15, 2022 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 demolition and removals; surveying; grading as needed; complete tree, root, and stump removal; concrete repairs to sidewalk, curb and gutter, and driveway approaches; installation of retaining wall; installation of walkway steps; asphalt removal and replacement; and striping replacement as necessary 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 21-07 as adopted by the El Segundo City Council on April 20, 2021 which is filed with the Public Works Department. Contractors bidding the project shall provide a minimum of five government agency, preferably municipal, references for building similar projects (in terms of scope, size, type, magnitude and complexity), as the prime contractor in the past five (5) years. Bidders shall include references, etc. to demonstrate qualification. Copies of the Plans, Specifications, Contract Documents and Engineer's estimate are available from the Engineering Division of the Public Works Department, City of El Segundo, 350 Main Street, El Segundo, California, 90245. Plans and Specifications are alternately available electronically via https://www.elsegundo.org/government/departments/public-worlcs/request- public-works-bid A MANDATORY pre -bid meeting is scheduled for Tuesday, January 25, 2022, at 10:00 AM at the Virginia St./W. Mariposa Ave. intersection, El Segundo, CA 90245. Failure to attend the mandatory meeting will disqualify your bid. All questions regarding the project are due to https://www. elsegundo.org/government/departments/public-works/request-public-works-bid by Tuesday, January 27, 2022, at 4:00 pm. The terms and conditions for bidding on the Project are described in the attached Bidding Instructions. This project requires payment of State prevailing rates of wages for Los Angeles County. The Agreement No. 6340 contractor must post copies of the prevailing schedule at each job site. Copies of these rates of wages are available from the State of California Department of Industrial Relations Prevailing Wage Unit, Telephone No. (415) 703-4774. The website for this agency is currently located at www.dir.ca.gov. 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. 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. 6340 W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT "SEALED BIDS FOR PROJECT NO.: PW 21-07 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 classes of license shall be "A", or "C-8". The successful 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 enforceable against the City of El Segundo only when the formal written contract has been duly executed by the appropriate officer(s) of the City of El Segundo. DATED this day of , 2022. CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk I-A-3 Agreement No. 6340 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 either (1) a specialty contractor "C" license in each such trade, (2) a General Engineering contractor "A" license, or (3) a General Building contractor `B" 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 licensure pursuant to this section must be made by production of a verified certificate of licensure from the Agreement No. 6340 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. 2.6 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 Requirements 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 California State Department of Industrial Relations. Information about SB 854 and its requirements can be found at this link: http://www.dir.ca.gov/Public-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 under 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 Requests for clarification or interpretation of the Bidding Documents will be addressed to the City's Representative. 4.2.1 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: httL s;//w�, %ki.else ' il,nd .,.or /L,overiiiiie' t/cl p rtiiieiats/ a lic--works/E� st- ptLlilic-works-bid. Responses to all questions will be provided in writing to all Bidders in accordance with the schedule below. We will not identify companies or I-B-2 Agreement No. 6340 individuals that pose questions. Potential bidders must not call City of El Segundo employees to discuss potential projects or ask questions regarding the bid. Questions Due by January 27, 2022, at 4:00 pm Questions Answered by February 10, 2022 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. 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. I-B-3 Agreement No. 6340 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 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 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 Form will be filled in legibly ink or by typewriter. 9.3 Bidder's failure to submit a price for any Alternate or unit price will result in the Bid being considered as nonresponsive. If Alternates 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 disqualification. The City may reject the bid based on such information. 9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any manner. 9.6 The Bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, 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 in the manner which is intended. In the event of increasing or decreasing of work, the total amount of work actually done or materials or equipment furnished must be paid for according to the unit or lump sum price established for such work under the contract, wherever such unit or lump sum price has been established. In the event no prices are named in the contract to cover such changes or alterations, the cost of such changes must be covered as extra work. 9.7 The Bid Form will be signed by a person or persons legally authorized to bind Bidder to a contract. Bidder's Representative will sign and date the Declaration included in the Bid Form. Failure to sign and date the declaration will cause the Bid to be rejected. I-B-4 Agreement No. 6340 9.8 Bids must be submitted in writing on the Proposal forms 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, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any 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 found in the Plans, Specifications, or other contract documents shall be called to the attention of the City of El Segundo and clarified prior to the submission of proposals. 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: Agreement No. 6340 "SEALED BIDS FOR PW 21-07: W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT. 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 expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith. 11. MODIFICATION OR WITHDRAWAL OF BID. 11.11 Before the Bid Deadline, a submitted Bid maybe modified or withdrawn. Notice of such action will be given to the City in writing and signed by the Bidder's authorized representative. A change so made will be so worded as not to reveal the amount of the original Bid. 11.12 A withdrawn Bid may be resubmitted up to the Bid Deadline, provided that it then fully complies with the Bidding Requirements. 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 otherwise provided in Supplementary Instructions to Bidders. 11.15 Proposals may not be withdrawn after said Bid Deadline without forfeiture of the proposal guarantee. 11.16 The withdrawal 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 Business 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 the 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 required Bid Security or any other item required by the Bidding Documents, or a Bid which 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. RM Agreement No. 6340 Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 13.3 In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may 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 who has not been licensed in accordance with the provisions of the State Business and 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 One original 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. I-B-7 Agreement No. 6340 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 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 rej ect such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. Agreement No. 6340 PROPOSAL FOR THE W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 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 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 null and void. Agreement No. 6340 EQUAL EMPLOYMENT 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 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. 6340 BID SCHEDULE W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Company Name: BASE BID ITEMS __......._.......... _ Item _.. _........ U Unit Total No. Description TZ' .... _Unit ($) ........._ $) ....... 1 _ Mobilization/Demobilization ......�. � .. .� 1 LS ................ s�....... ..� �..� _2....._ ....Provide traffic control, p public safety1 LS and convenience ww_ .... _.._ .. 'ping tree Remove tree, stump and remaining roots completely down to two feet 9 EA 3 below grade, and compact soil to 95 0 compaction. _... .. _.._,, _..,. . ........... 4 Demolition, removals, and grading 1 LS 5 Remove and relocate traffic sin 7 EA 6 Construct concrete slough wall per plan 129 LF at back of walk (H=12-inch Max. 7 Construct 6-inch concrete curb 489 LF 8 Construct concrete curb ram 6 E....... _..�._. 9 Construct 4-inch thick sidewalk �6.....__ .......... 2,230 SF _ Construct _........__.._. reinforced concrete stairs, 10 Landings, Side Curbs, and Hand 27 SF Railing 1 Construct 4-inch Thick Concrete 331 SF Residential Driveway Approach -------------- Construct 6-inch Thick Asphalt 12 Concrete Pavement on 6-inch Thick 1,675 ' SF Aggregate Base on Compacted Native Material 13 Water Valve Cover to Grade 4 EA -Adjust Restore Thermoplastic Striping and 14 Pavement Markings Damaged by 1 LS Construction I-C-3 Agreement No. 6340 ALTERNATIVE BID ITEMS (Determined key° the al�P on an as-neede. d basis. ... Item Unit Price Total No. Description ....... TY Unit$) _. 15 Replace any grass removed during 207 SF construction with sod Install stamped concrete sidewalk, red- 16 brick shape and color, to meander 176 SF around 443 Concord trees only ....... . _ Install stamped concrete sidewalk, red- 1 7 brick shape and color, to meander 543 SF around 443 Concord trees and as sidewalk through lawn area TOTAL BID = $ TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. 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. I-C-4 Agreement No. 6340 THIS PAGE LEFT BLANK I-C-5 Agreement No. 6340 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 (e.g., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class DIR# Original Date Issued Expiration Date The following are the names, titles, email 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: I-C-6 Agreement No. 6340 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-7 Agreement No. 6340 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this day of __ITITITITIT , 20_ BIDDER Subscribed and sworn to this NOTARY PUBLIC day of _ , 20 I-C-8 Agreement No. 6340 PROPOSAL GUARANTEE BID BOND W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 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 W _ 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 time specified, then this obligation shall be null and void, otherwise it shall remain 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 ...... __, 20 NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I-C-9 Agreement No. 6340 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 __ITITIT__, 20, at Signature Typed Name Title Company Name (insert City and State where Declaration signed). I-C-10 Agreement No. 6340 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 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. Signature Typed Name Title Name of Bidder/Company Name Date I-C-11 Agreement No. 6340 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 _m day of ........... „ 20 I-C-12 Agreement No. 6340 DESIGNATION OF SUBCONTRACTORS W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Company Name: 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. Subcontractor's Contractor Description of License No., & Portion of Name of DIR Work Estimated Subcontractor Address Registration No. Subcontracted $ Amount (Number and Street) (CSLB #) (City, Zip Code) (DIR #) ---------- -_............................. (Make copies of this page if additional space is needed) Signature of Bidder Date I-C-13 Agreement No. 6340 REFERENCES Company Name: M..._ ........................... — 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:. Amount of work done by my/our firm under contract $� 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: $_ ww... Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? I-C-14 Agreement No. 6340 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? 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? I-C-15 Agreement No. 6340 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? 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: I-C-16 Agreement No. 6340 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 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 ❑ No ❑ 2. If yes, explain the circumstances: 1 Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes 0 No Bidder's Signature Name (Please Print) I-C-17 Agreement No. 6340 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 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 lrsirrnr.„c. 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 01 06 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 "AXII." 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 C aIJfornwi„a 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-18 Agreement No. 6340 END PROPOSAL SECTION I-C-19 Agreement No. 6340 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 This CONTRACT is entered into this _ day of 20 ...., 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. A. The Contractor will fully complete the Work within twenty-five (25) working days (the "Contract Time.") I-D-1 Agreement No. 6340 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 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. 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. 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. 6340 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 City Lifan Xu City Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2368 The Contractor 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. 6340 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. 6340 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO Scott Mitnick City Manager ATTEST: Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney David H. King, Assistant City Attorney Insurance Reviewed by: Taxpayer ID No. Contractor State License No.: Contractor City Business License No.: I-D-5 Agreement No. 6340 FAITHFUL PERFORMANCE BOND W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Bond No. Bond Fee:, ("PRINCIPAL") and a corporation incorporated under the laws of the State of and licensed by the State of as surety California to execute bonds and undertakings as sole surety, y ("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. PRINCIPAL or SURETY 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 21-07, 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 21-07, 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 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. 6340 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 21-07 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; & 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 full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-E-2 Agreement No. 6340 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL'S SECRETARY 20 SURETY's PRESIDENT SURETY's SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: 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. 6340 LABOR AND MATERIALS BOND W. MARIPOSA AVE. AND W. PINE AVE. SIDEWALK CONSTRUCTION PROJECT PROJECT NO.: PW 21-07 Bond No. Bond Fee: ("PRINCIPAL") and corporation as principal 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 SPECIFICATIONS NO. PW 21-07 ("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 21-07, 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, 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, on, for or about the performance of the Public Project, and will pay for all work and labor thereon. I-F-1 Agreement No. 6340 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 21-07, 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 full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-F-2 Agreement No. 6340 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY PRINCIPAL's MAILING ADDRESS: 20 SURETY's PRESIDENT SURETY'S SECRETARY SURETY's MAILING ADDRESS: 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. 6340 SECTION II - GENERAL REQUIREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS 1. REGISTRATION OF CONTRACTORS 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. INSURANCE AND CITY BUSINESS LICENSE Contractor and Sub -Contractors will obtain appropriate insurance and a City Business License before execution of the construction contract. 3. EMERGENCY INFORMATION 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 BEFORE PERFORMING WORK. 4. FURNISHING OF WATER 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 One Thousand Four Hundred Forty -Four Dollars ($1,444.00) to insure against damage to a 2'/2" 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 under 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 Ten Dollars ($110.00) will be charged upon activation of the temporary meter. 5. CALIFORNIA - OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION All work performed under this contract will be done in strict compliance with the Cal -OSHA Rules and Regulations, latest edition. II-A-1 Agreement No. 6340 6. SOUNDCONTROL 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 POLLUTION 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 UNIFORMS All workers under 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. II-A-2 Agreement No. 6340 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" 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 NUMBERING OF SECTIONS The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greenbook numbering. 0-3 MODIFICATIONS To the extent that the provisions of the Contract Documents conflict with the Greenbook, the Contract Documents take precedence. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook. 1-2.1 ADDITIONAL DEFINITIONS 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. Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a duly authorized representative. 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. II-B-1 Agreement No. 6340 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. Greenbook — The most recent edition of the Standard Specifications for Public Works Construction. 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 II-B-2 Agreement No. 6340 Works Association current edition and subsequent supplements ASA American Standard Association CITY City of El Segundo SSP State of California Standard Plans, current edition SSS State of California Standard Specifications, current edition SECTION 2 — 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 PROJECT 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 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 OWNERSHIPw AND USE OF CONTRACT DOCUMENTS,. 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 bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor's total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid. In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, 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 II-B-3 Agreement No. 6340 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 Council 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 not more than ten percent of the subcontract involved. All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for 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 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 R N 1 S 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 II-B-4 Agreement No. 6340 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: 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. 2. The current accepted Contract Schedule. 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, including, without limitation, the costs of correcting defective work. 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS The following paragraph is added to subsection 2-5.2 of the Greenbook: As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions, and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be II-B-5 Agreement No. 6340 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 ACCURACY OF PLANS AND SPECIFICATIONS 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 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 WORKAREASAND, FACILITIES 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 SURVEY SERVICE 2-9.3.1 CONSTR JC"1"ION SURVEYING 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 II-B-6 Agreement No. 6340 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 requires their use. 2-9.3.2 MEASUREMENT AND PAYMENT 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 ESTABkISI IING COSTS Subsection 3-3.2.2 (c), Tool 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, 1 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, II-B-7 Agreement No. 6340 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. 3-3.3 DAILY REPORTS BY CONTRACTOR 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...0 NDITIONS, 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: 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 Material differing from what is represented in the Contract which the Contractor II-B-8 Agreement No. 6340 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: 1. The information is made available for the Bidders' convenience and is not a part of the Contract. 2. 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 DISPUTED 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 INSPECTION R: UIREMENTS 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 products, cast metal products, welding, reinforced and unreinforced concrete pipe, application of protective coatings, and similar shop and plant operations is not required. A certificate of compliance, signed by an authorized officer of the producer, certifying compliance with the contract documents will be submitted for all of the following II-B-9 Agreement No. 6340 materials: steel pipe, sizes less than 18 inches; vitrified clay pipe; asbestos cement pipe; cast iron pipe; reinforced concrete pipe; non -reinforced concrete pipe; and PVC sewer and water pipe; subject to sampling and testing by City. 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. The City does not provide full time inspection. The Contractor will provide 24-hour minimum notice for each inspection required by the work unless other arrangements have been agreed upon, in writing, with the City Engineer. Any inspection required outside of normal working hours and days, including holidays, will be at the Contractor's cost at rates established by the City. 4-1.3.2INSPECTION rOF MATERIALS NOT PRODUCED LOCALLY Contractor purchased materials, fabricated items, and equipment, produced at sources located more than 50 miles outside the corporate limits of the City, and which are specified to be inspected in the Contract Documents, will be inspected by inspectors or testing laboratories arranged for and paid for by City. Report of such inspection must be submitted to the City. If any item inspected fails to meet the specified criteria, the Contractor will pay all costs for reinspection, and such costs may be deducted from payments due to the Contractor. 4-1.6 'TRADE" NAMES OR EQUALS 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 II-B-10 Agreement No. 6340 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 beflpre 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. 5-4.1 RESPONSIBILITY OF UTILITY REMOVALµ OR RELOCATION The City will be responsible to arrange for the removal, repair, or relocation of existing utilities located within the project 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 time of equipment and necessary payments for idle time of workers, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment and idle time of workers will be determined by Subsection 5-5.1 and no markup will be added in either case for overhead and profit. The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work. The following subsection is added to Subsection 5-5 of the Greenbook. II-B-I I Agreement No. 6340 5-5.1 CALCULATING IDLE TIME Equipment idle time will calculated in accordance with Subsection 3-3.2.2(c) and based upon the actual normal working time during which the delay condition exists, but in no case will exceed 8 hours in any one day. The days for which compensation will be paid will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the existence of the delay. Worker idle time will be calculated in accordance with Subsection 3-3.2.2(a). 6-1 CONSTRUCTION SCHEMLE AND COMMENCEMENT OF WORK, Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre-C ogstruction Meeting After contract award, the City will arrange for a pre -construction meeting to discuss the construction of the project. City will invite utility agencies and the contractor will arrange for all of its sub -contractors to attend the meeting. 6-1.1 CONTRACT SCHEDULE After notification of award and before starting any work, the Contractor will submit a 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. II-B-12 Agreement No. 6340 6-1.3 EFFECT 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 Contract Schedule and updated Contract Schedules. The Engineer's review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, 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 agreement with (1) any assumption upon which such schedule is based or (2) any matter underlying 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. II-B-13 Agreement No. 6340 6-1.4 COMMENCEMENT OF CONTRACT TIME 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 DEFAULT BY CONTRACTOR 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 schedule (as determined by the current accepted Contract Schedule) which will ensure the City's interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK The City may terminate the Contractor's control over the Work without liability for damages when, in the City's opinion, the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the 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: 1. 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. II-B-14 Agreement No. 6340 6-4.3 SURETY'S ASSUminION OF CONTROL 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 DELAYSw AND EXTEL$JONISOFIIML Subsections 6-6.1 to 6-6.4 are deleted and replaced with the following subsections. 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 project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will 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 proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and accepted construction schedule. II-B-15 Agreement No. 6340 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 E Tl'NSIONS OF TIME If granted, extensions of time will be based upon the effect of delays to the critical path of the Work as determined by the current accepted Contract Schedule. Delays to minor portions of the Work that do not affect the critical path will not be eligible for extensions of time. 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR Any payment for compensable delay will be based upon actual costs as set forth in Subsection 5-5 excluding, without 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 WRITTEN NOTICE AND REPORT 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. Failure to submit a written request within such amount of time will result in the Contractor waiving its delay claim. 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 -5pm. It is closed the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veterans' Day Thanksgiving 11-B-16 Agreement No. 6340 Christmas Eve Christmas New Year's Eve 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. 6-7.5 WEEKEND AND HOLIDAY WORK The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLETION CON AND ACQFPTANCE 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 complete and is ready for acceptance, the Engineer will accept the Work on behalf of the City in the manner prescribed by the City. The Engineer will recommend approval of the Notice of Completion to the City 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 1 year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor's sureties will be liable for the cost thereof. 6-8.1 GENERAL GUARANTY The Contractor will remedy any defects in the work and pay for any damage to other n -139A Agreement No. 6340 work resulting therefrom, which will appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The owner will give notice of observed defects with reasonable promptness. 6-9 1.1 tADATED DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 FAILURE TO COMPLETE WORK ONm TIME If all the work called for under the contract is not completed before or upon the expiration of the Contract Time, the City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain the event of and by reason of such delay, it is therefore agreed that the Contractor will pay to the City the sum specified in the Proposal for each and every calendar day beyond the time 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 CLAIMS, PROCEDURE 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 II-B-18 Agreement No. 6340 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: 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. If the Claim is subject to the Change Order procedures, a statement demonstrating that a Change Order Request was timely submitted and denied. 4. A detailed justification for any remedy or relief sought by the Claim, including to the extent applicable, the following: a) If the Claim involves 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 incurred. 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 discovered 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. Agreement No. 6340 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 adjustment. 8. A personal certification from the .Contractor that reads as follows: "I, ....... 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 FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE 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 CLAIMS SUBMITTED TO ENGINEER Within 30 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 CLAIM IS PREREQUISITE TO �`l#l�R 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. II-B-20 Agreement No. 6340 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 days after the Contractor receives the Engineer's request. The Engineer will render a decision not later than 60 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 dissatisfied with the decision, and have complied with the procedural requirements for asserting claims, you may have the right to alternative dispute resolution or litigation. Should you fail to take appropriate action within 30 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 ENGINEER'S 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 days of receiving the Engineer's decision. The Public Works Director will address disputes or claims within 30 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 days of the City's final decision. 6-11.7 MEDIATION 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 form 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. II-B-21 Agreement No. 6340 The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City's right to assert that claim procedures were not followed. 6-11.8 ARBITRATION 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. 6-11.9 WHEN ARBITRATION DECISION BECOMES 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 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 SUPERIOR COURT- 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. II-B-22 Agreement No. 6340 6-11.11 AB 626 C.'LAI1S 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. 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 project a schedule showing determinations of the Director of Industrial Relations of the prevailing rate of per diem wages. It will be the Contractor's responsibility to obtain copies of the prevailing rate of per diem wages. One source that may be used is the California Department of Industrial Relations website which is currently located at www.dir.ca.gov, or by calling the Prevailing Wage Unit at (415) 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 joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program 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. The 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 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 Agreement No. 6340 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 public works 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 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 LIABILITY INSLJRANCE 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 OCCURRENCE Comprehensive General Liability Business Auto ISO FORM COMBINED SINGLE LIMIT CL 00 02 01 85 or 88 $2,000,000 CA 00 01 01 87 $1,000,000 II-B-24 Agreement No. 6340 Workers' Compensation Statutory Contractor will provide endorsements or other proof 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: 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 automobiles 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 Agreement No. 6340 will not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) 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 Notwithstanding the foregoing, the endorsement may state that insurance may be cancelled upon ten (10) day notification for non-payment of premium. The Contractor will provide the City with updated proof insurance should the Contract 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. II-B-26 Agreement No. 6340 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 under Civil Code § 2782(b). 7-3.2 INDEMNIFICATION AND DEFENSE 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, employees, and agents, or to others on account of the performance or character of the work, 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 Segundo, its officers, employees, and agents, from and against any and all claims, losses, damage, expenses and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, , regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in 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 misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for 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 the City from, liability for active negligence of the City. The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies 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 II-B-27 Agreement No. 6340 alleged to have been suffered by reasons of any of the aforesaid operations of Contractor, or any subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages. No act by the City, or its representatives in processing or accepting any plans, in releasing any bond, inspecting or accepting any work, or of any other nature, will in any respect relieve the Contractor or anyone else from any legal responsibility, obligation or liability he might otherwise have. 7-5 PERMITS The following paragraph will be added to Subsection 7-5 of Greenbook: 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 a $300 meter deposit and the payment of a $50 service fee, 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. II-B-28 Agreement No. 6340 7-8.6 WATER POLLUTION CONTROL This section is supplemented by the addition of the following requirements which 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 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 PROTECTION AND RESTORATION OF EXISTING„ IMPROVEMENTS Section 7-9 is supplemented by the following additional requirements: Where existing traffic striping, pavement markings, and curb markings are damaged or II-B-29 Agreement No. 6340 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 PUBwLIC CONVENIENCE AND SAFETY Section 7-10 is supplemented by the following additional requirements; 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, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474-7771. 7-10.1 TRAFFIC AND 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 feet to the edge of any excavation and 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 ;I TOURS, 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 II-B-30 Agreement No. 6340 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 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 OF THE PUBLIC 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 service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from 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 adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action will be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy 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. IMe:Bii Agreement No. 6340 7-15 HAZARDOUS MATERIAL 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 I, Class II, 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) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. 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. II-B-32 Agreement No. 6340 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 PARTIALAND FINAL PAYMEN S The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following: 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, sub -contractors, other governmental agencies, and private property owners. Until these Stop Payment Notices are released and claims 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. II-B-33 Agreement No. 6340 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 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 MATERIALS Materials and equipment delivered or stored, but not incorporated into the work, will not be approved for progress payments. 100-1 TERMINATION OF 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 - II-B-34 Agreement No. 6340 SECTION 11I - SPECIAL PROVISIONS 1-0. GENERAL SCOPE -TIME FOR COMPLETION, AND LOCATION -OF WORK 1-1. Gerier lw cope of Worl<: The work to be done consists of furnishing all labor, materials, tools, equipment and incidentals for demolition and removals; surveying; obtaining a building permit if needed; complete tree, root, and stump removal; construction of sidewalk and parkway area; removal and replacement of curb, and driveway approaches. The work shall also include construction of retaining wall and walkway steps, installation of handrails, asphalt removal and replacement, and striping replacement as well as other improvements as specified on the bid schedule, the plans and included in these Special Provisions. The Contractor is required to provide licensed surveying services, at their own expense, where necessary to ensure the proper alignment and grade of property lines, new walls, compliant sidewalk slopes, and positive drainage at newly constructed curb - face flowlines. Excavations are required to be properly backfilled, compacted to a minimum 95 percent modified proctor relative compaction, and paved with similar material that existed prior to trenching unless otherwise noted on the Plans or described in the Special Provisions. Contractor shall implement pedestrian and vehicle traffic control to direct the general public away from the project site before and during construction. All work shall conform to all applicable State, local, regional and Federal codes, ordinances, and regulations as prescribed by the City. 1-2. Location of the Work: Please also refer to the Appendices. New sidewalk where none exists shall be constructed at two locations: 0 The 400 block of W. Mariposa Avenue from Virginia St. and proceeding west to the alley, in front of 543 Virginia Street. • The 300 block of W. Pine Avenue from Whiting Street and proceeding east to Virginia Street, in front of 442 Whiting Street, 418 W. Pine Avenue, and 443 Concord Street. 1-3. Workin Days and Time for...Cgm 1p etion: 1. Contractor will begin work on the mutually agreed -upon City of El Segundo's Notice to Proceed date. The work shall be completed within twenty-five (25) working days after the date of commencement. 2. Work hours on residential streets shall be 7:00 am to 5:00 pm on weekdays. Work III-A-1 Agreement No. 6340 hours on major streets shall be 9:00 am to 3:00 pm on weekdays. No work shall occur on holidays when City Hall is closed per Section II-6-7.2 on page II-B-16. If applicable, the contractor shall schedule their work such that no excavations are left open during weekends. 3. New concrete shall be installed within five (5) calendar days of excavation. III-A-2 Agreement No. 6340 2-0. 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 1. Start of work, Floriza Rivera, Public Works Staff 310-524-2361 shutdown of work, Beto Moreno, Street Maintenance Supervisor 310-524-2899 or resumption of work after shutdown Lifan Xu, City Engineer 310-524-2368 Elias Sassoon, Director of Public Works 310-524-2356 2. Closing of streets El Segundo Police Department** 310-524-2200 El Segundo Fire Department** 310-524-2236 ** 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 Division 310-524-2745 3. City of El Segundo - Wastewater Division 4. City of El Segundo - Parks Division 5. City of El Segundo - Recreation 6. Southern California Gas Company 7. Southern California Edison Company (SCE) 8. AT&T 9. Time Warner Communication (Cable) 10. Los Angeles County Sanitation District 11. El Segundo Unified School District 2-1, NO -PARKING NOT11mm"ICATION 310-524-2754 310-524-2716 310-524-2707 310-671-9002 310-417-3366 310-515-4430 310-768-0400 Extension 414 310-699-7411 310-615-2650 The CONTRACTOR shall post City -approved temporary NO PARKING notices a minimum of seventy-two (72) hours before the start of operation. The CONTRACTOR shall promptly notify City staff once posting is completed to ensure the 72-hour requirement has been met. III-A-3 Agreement No. 6340 2-2. RESIDENT AND BUSINESS NOTIFICA11ONS The CONTRACTOR shall distribute, on their letterhead, notification to affected businesses and residents at least one week before beginning construction and before any construction that will disrupt area traffic or will occur during unusual hours; for example, night work. Prior to distribution the CONTRACTOR shall submit the notification letter to City staff for review and approval. 3-0. STANDARDS Section 0-1 on page II-B-1 of these Specifications is supplemented by the following additional requirements: All work shall conform to the most recent edition of the Standard Plans for Public Works Construction (SPPWC), unless otherwise shown on the plans, or as specified herein. Submittal of a bid will be evidence that the Contractor is familiar and knowledgeable about these specifications. 2. Strict compliance with State and local safety codes will be enforced. 4-0. EXAMINATION OF JOB SITE The BIDDER shall make a detailed physical inspection of the site and submit any questions that may affect their bid price to City staff by the deadline provided on page I-B-3 before submitting his proposal. It is understood that the BIDDER has satisfied himself, before submitting his bid, regarding existing conditions and existing access which may affect bid prices for the proposed work. 5-0. INSPECTION Section 4-1.3 on page II-B-9 of these Specifications is supplemented by the following additional requirements: 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 or City Inspector is final and binding, and shall be precedent to any payment under the contract. 2. All work and materials are subject to inspection and approval of the Engineer or City Inspector. Legible copies of material/weight certification shall be turned over to the City Inspector on a daily basis. III-A-4 Agreement No. 6340 4. Inspection of the work shall not relieve the Contractor of the obligations to fulfill all conditions of the contract. 6-0. USE OF PRIVATE PROPERTY The use of any private property by the Contractor is prohibited. The prohibited uses include, but is not limited to the, 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. 7-0. STORAGE OF MATERIALS AND E JIPMENT 1. No material or equipment shall be stored in public right-of-way. 2. The contractor shall be responsible for obtaining a site for storage of material and equipment. The site shall not be within or adjoining the residential areas of the City. Site shall be subject to approval by the City. 3. The sites for stockpiling and batching materials shall be clean and free from objectionable material. 4. The City does not have nor does guarantee any designated property within the City for storage of materials. 5. If the Contractor finds a private property for storage of his materials, the Contractor shall furnish the City a letter of approval and a letter of release (at the end of the job and cleanup of the storage site) from the property owner for this purpose. 8-0. CENTERI.JN E TIES AND BOUNDAItY i�"l�" RKER a The Contractor is to verify if there are existing centerline ties or boundary markers in the way of construction and submit such verification to City staff prior to demolition/removal. If they cannot be protected in place, Contractor's state -licensed surveyor is to re-establish them after construction at no additional cost to the City. 9-0. ll�' ASSURANCE E Contractors shall exercise due care to assure procurement, storage and placement of materials from the site or offsite sources which will comply with the requirements, specifications and standards set out herein. Contractor may, at his discretion, have such tests and inspections as he may desire performed by qualified personnel or independent testing services, for his guidance and control of the work. If required, the contractor shall provide and pay for geotechnical and structural inspection and testing by independent testing service selected by the Contractor and approved by the Engineer. In this regard, a Geotechnical Engineer and Structural Engineer (if required) shall be engaged by the Contractor, who will act as the direct III-A-5 Agreement No. 6340 representative to perform inspection of the removal and placement of unsuitable materials, and footings, and the placement and compaction of all fills and backfills within the limits of this Project. The definition of Geotechnical Engineer registered in the State of California in all matters relating to geotechnical work required for the Contract. The definition of Structural Engineer shall include an Engineer registered in the State of California in all matters relating to structural work required for the Contract. Costs for all such inspections and tests will be paid by the Contractor. The Contractor shall bear the cost of retest and re -inspection of work redone due to non- compliance. 10-0. CONSTRUCTION & DEMOLITION MATERIALS RECYCLING L 1CREMENTS Recycling forms to be used and submitted before, during, and after project construction can be found in the Appendices. The Contractor shall divert all Construction and Demolition (C&D) waste generated from the project in accordance with the California Green (CALGreen) Building Standards Code (pursuant to El Segundo Municipal Code, Title 13, Chapter 11). C&D waste can only be legally collected, removed, or transported by City of El Segundo permitted waste haulers. If the Contractor plans on collecting, removing, or transporting its own waste, approval from the City Engineer or designee is required. Failure to meet the C&D waste recycling requirements will result in the assessment of penalties pursuant to El Segundo Municipal Code. Contractor shall prepare a C&D Debris Management Plan as follows: PART 1 GENERAL 1.1 SUMMARY A. This Section includes the following: procedures for ensuring optimal diversion of construction and demolition (C&D) waste materials generated by the Work within the limits of the Construction Schedule and Contract Sum. 1. The Integrated Solid Waste Management Act of 1989 ("AB 939"), requires that localities throughout the state develop source reduction, reuse, recycling, and composting programs to reduce the tonnage of solid waste disposed in landfills by 50%; this requirement may increase in the future. C&D waste materials generated by the Work are targeted to achieve these diversion rates. 2. A minimum of 50% by weight of the solid wastes generated in the Work shall be diverted from landfill disposal through a combination of reuse, recycling, and composting activities. III-A-6 Agreement No. 6340 1.2 3. This section includes requirements for submittal of C&D Debris Management Plan prior to the commencement of the Work, and during the project, submittal of Contractor's quantitative reports for construction and demolition waste materials generated by the Contractor as a condition of approval of progress payments submitted to the Contracting Officer, and following completion of the project, as a condition of the release of final project retention. DEFINITIONS n C E. F G re Class III Landfill. A landfill that accepts non -hazardous waste such as household, commercial, and industrial waste, resulting from construction, remodeling, repair, and demolition operations. A Class III landfill must have a solid waste facilities permit from the California Department of Resources Recycling and Recovery (CalRecycle) and be regulated by the Enforcement Agency. Construction and Demolition Debris or C&D Debris. Building materials and solid waste resulting from construction, remodeling, repair, cleanup, or demolition operations that are not hazardous as defined in California Code of Regulations, Title 22, Section 66261.3 et seq. This term includes, but is not limited to, asphalt, concrete, Portland cement, brick, lumber, gypsum wallboard, cardboard and other associated packaging, roofing material, ceramic tile, carpeting, plastic pipe, and steel. The debris may be commingled with rock, soil, tree stumps, and other vegetative matter resulting from land clearing and landscaping for construction or land development proj ects. Contracting Officer. The City of El Segundo City Engineer or designee. C&D Recycling Center. A facility that receives only C&D material that has been separated for reuse prior to receipt, in which the residual (disposed) amount of waste in the material is less than 10% of the amount separated for reuse or recycling, by weight. Disposal. Final deposition of C&D or inert debris into land, including stockpiling onto land of construction and demolition debris that has not been sorted for further processing or resale, if such stockpiling is for a period of time greater than 30 days; and construction and demolition debris that has been sorted for further processing or resale, if such stockpiling is for a period of time greater than one year, or stockpiling onto land of inert debris that is for a period of time greater than one year. Diversion or Divert. The reuse or recycling of construction and demolition debris to avoid disposal in a landfill. Enforcement Agency (EA). Enforcement agency as defined in Public Resources Code 40130. Inert Disposal Facility or Inert Waste Landfill. A disposal facility III-A-7 Agreement No. 6340 that accepts only inert waste such as soil and rock, fully cured asphalt paving, uncontaminated concrete (including fiberglass or steel reinforcing rods embedded in the concrete), brick, glass, and ceramics, for land disposal. Inert Solids or Inert Waste. Non -liquid solid wastes including, but not limited to, soil and concrete that do not contain hazardous waste or soluble pollutants at concentrations in excess of water quality objectives established by a regional Water Board pursuant to Division 7 (Sections 13000 et seq) of the California Water Code and does not contain significant quantities of decomposable solid resources. J. Mixed C&D Debris. Loads that include commingled recyclable and non -recyclable C&D debris generated at the construction site. K. Mixed Debris Recycling Facility. A processing facility that accepts loads of solid waste and/or recycling materials for the purpose of recovering reusable, recyclable, and compostable materials and disposing the non -recyclable residual materials. L. Recycling. The process of sorting, cleansing, treating and reconstituting materials for the purpose of using the altered form in the manufacture of a new product. Recycling does not include burning, incinerating or thermally destroying solid waste. M. Reuse. The use of a material that might otherwise be discarded, in the same or similar form as it was produced. N. Separated for Reuse. Materials, including commingled recyclables, that have been separated or kept separate from the solid waste stream for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw material for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace, and includes materials that have been "source separated." O. Solid Waste. Refer to Public Resources Code Section 40191. P. Source -Separated. Materials, including commingled recyclables, that have been separated or kept separate from the solid waste stream at the point of generation, for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw materials for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 SALVAGE, REUSE, RECYCLING AND PROCEDURES III-A-8 Agreement No. 6340 A. Identify reuse, salvage, and recycling facilities: Refer to the City's website for a list of local organizations and companies. l�tt�r�rww.el:�e�t��l�a.or�-ovearn�e��t/�lepctar��etsiub��c- work, s/tra.li-recyclijig B. Develop and implement procedures to reuse, salvage, and recycle new construction and excavation materials, based on the Contract Documents, the C&D Debris Waste Management Plan, estimated quantities of available materials, and availability of recycling facilities. Procedures may include on -site recycling, source separated recycling, and/or mixed debris recycling efforts. 1. Identify materials that are feasible for salvage, determine requirements for site storage, and transportation of materials to a salvage facility. 1 Explore the possibility of reusing project job -site inert materials, such as rock, concrete, dirt and aggregate, on -site for road base or other similar uses. 3. Source separate new construction, excavation and demolition materials including, but not limited to the following types: a. Asphalt b. Concrete, concrete block, slump stone (decorative concrete block), and rocks. C. Red Clay Brick d. Soils e. Other materials, as appropriate, such as wood and corrugated cardboard. 4. Develop and implement a program to transport loads of mixed (commingled) new construction materials that cannot be feasibly source -separated to a mixed materials recycling facility. 5. Contractor may develop their own C&D Debris Management Plan based on CALGreen requirements or use available City forms as follows: a. Form PW-A — Project Information b. Form PW-B — Pre -Project Worksheet C. Form PW-BI — Pre -Project Worksheet (This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material.) d. Form PW-C — Post -Project Summary e. Form PW-D — Exemption Request — only use if it is infeasible to comply with requirements. 3.2 DISPOSAL OPERATIONS AND WASTE HAULING A. Legally transport and dispose of materials that cannot be delivered to a source -separated or mixed recycling facility to a transfer station or disposal facility that can legally accept the materials for the purpose III-A-9 Agreement No. 6340 of disposal. B. Use a permitted waste hauler or Contractor's trucking services and personnel. To confirm valid permitted status of waste haulers, visit the City of El Segundo website: hugs:/Iw�vwrvw.elsegur�do.ors/ over putilic- works/trash-regy clip C. Become familiar with the conditions for acceptance of new construction, excavation and demolition materials at recycling facilities, prior to delivering materials. D. Legally transport and deliver to facilities that can legally accept new construction, excavation and demolition materials for purpose of re- use, recycling, or composting. E. Do not burn, bury or otherwise dispose of solid waste on the project job -site. 3.3 REUSE AND DONATION OPTIONS A. Implement a reuse program to the greatest extent feasible. Options for reuse may include, but are not limited to: Los Angeles County Materials Exchange (LACOMax) LACoMAX is a free service provided by the Los Angeles County Department of Public Works, Environmental Programs Division, designed to help residents, businesses, and organizations in Los Angeles County find markets for their industrial by-products, surplus materials, and other would-be discards. All exchanges are coordinated between the parties. The site can be accessed at htt :HNA,ww.lad )w.gr)d 'lacon ax. 2. California Materials Exchange (CalMAX) is a free service provided by the State of California, Department of Resources Recycling and Recovery (CalRecycle) that connects businesses, organizations, manufacturers, schools, and individuals with online resources for exchanging materials. The site can be accessed at www.calrecyclexa, ov/CalMAX. 3. Habitat for Humanity ReStore resale outlets accept donated home improvement goods like furniture, home accessories, building materials and appliances. The materials are sold to the general public. The proceeds help local Habitat affiliates fund the construction of Habitat homes within their communities. Locations of ReStores can be found at: www.habitat. or / stores. 3.4 REVENUE A. Revenues or other savings obtained from recycled, re -used, or salvaged materials shall accrue to Contractor unless otherwise noted in the Contract Documents. III-A-10 Agreement No. 6340 SECTION IV — MEASUREMENT AND PAYMENT 1-0. GENERAL: Proposed Bid prices shall be complete for each bid item. The bid item work below to be measured and paid for shall be carried out in accordance with the Standard Specifications, the project plans, these specifications, as directed by the City Inspector, and in addition any applicable government codes related to the work or named in the descriptions for the bid item. Prior to bidding, the Contractor shall inspect project areas and bring any discrepancies to the City's attention. All bid item prices shall cover the costs for all mobilization, demolition, excavation, site preparation, installation and other construction activities, and demobilization activities required for each item. Bid item costs shall include licensed survey if needed, complete removal and immediate disposal of excavation debris, preparatory removal of vegetation, tree stumps, and tree roots as necessary, adjustment of affected utility covers to grade, temporary paving and public safety measures, and the restoration of landscaping, public and private property damaged during the construction, to the City's satisfaction. Should the contractor request and obtain permission to use admixtures for its own benefit, it shall furnish such admixtures and incorporate them in the concrete mixture at its expense, and NO additional compensation will be allowed. Should the City Engineer direct the Contractor to incorporate any admixtures in the concrete when their use is not required by these Specifications, furnishing the admixtures and adding them to the concrete will be paid for as Extra Work as provided in Subsection 3-3 of the Greenbook, as amended by these Special Provisions. 2-0. BID ITEMS 2-1. Bid Item 1-2 Measurement for and payment of mobilization and traffic control for new sidewalk installation will be at the percentage -completed basis of the lump sum price named in the Bid Schedule and it shall include compensation for all items shown in Section V of the specifications as mobilization/demobilization and traffic control. 2-2. Bid Item 3 Measurement for and payment of tree, stump, and root removal will be at the contract unit price for units completed and shall include compensation for finishing all labor, equipment, tools, materials and incidentals needed to remove said items. Payment shall also include parkway hardscape removals, tree root removals down to two feet, 95% compaction, minor grading and screening of soil, re -seeding as necessary, dust control, and debris disposal per these specifications. IV-A-1 Agreement No. 6340 2-3. Bid Item 4 Measurement for and payment of demolition, removals, and grading for new sidewalk installation will be at the percentage -completed basis of the lump sum price named in the Bid Schedule. Bid price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals to complete the work. 2-4. Bid Item 5 Measurement for and payment of traffic sign removal and relocation will be at the contract unit price for units completed and shall include compensation for finishing all labor, equipment, tools, materials and incidentals needed to construct said items. Payment shall also include coordination of new locations with El Segundo Street Maintenance staff, concrete demolition as needed, parkway hardscape removal as needed, necessary tree root removals down to two feet, 95%compaction, procurement of breakaway poles from Street Maintenance, grading and screening of soil, dust control, debris disposal, and installation of concrete per these specifications. 2-5. Bid Items 6-11 Measurement for and payment of construction of concrete slough wall, curb, parkway area, curb ramps, stairs, landings, side curbs, hand railing, driveway approaches, asphalt slot paving will be at the contract unit price for units completed named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals needed per these specifications. Joining existing concrete to new concrete facilities, shall be included in the measurement for and payment of this item. 2-6. Bid Item 12 Measurement for and payment of 6" thick asphalt over 6" thick aggregate base installation over native material will at the contract unit price for units completed and shall include compensation for furnishing all labor, equipment, tools, materials and incidentals needed for construction in place. Payment shall also include necessary tree root removals down to two feet, compaction, dust control, and debris disposal per these specifications. 2-7. Bid Item 13 Measurement for and payment of water valve cover adjustment to grade will be at the contract unit price for units completed and shall include compensation for furnishing all labor, equipment, tools, materials and incidentals needed for construction in place. Payment shall also include necessary tree root removals down to two feet, compaction, dust control, and debris disposal per these specifications. IV-A-2 Agreement No. 6340 2-8. Bid Item 14 Measurement for and payment to restore thermoplastic street striping damaged by sidewalk installation will be at the percentage -completed basis of the lump sum price named in the Bid Schedule. 3-0 ALTERNATE BID ITEM 3-1. Bid Item 15 Measurement for and payment of replacement of grass removed during construction with sod will be at the contract unit price for units completed named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals to complete the work. 3-2. Bid Item 16 Measurement for and payment of installation of stamped concrete sidewalk, red -brick shape and color, to meander around 443 Concord trees only will be at the contract unit price for units completed named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals to complete the work. 3-3. Bid Item 17 Measurement for and payment of installation of stamped concrete sidewalk, red -brick shape and color, to meander around 443 Concord trees and as sidewalk through the 443 Concord lawn area will be at the contract unit price for units completed named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals to complete the work. 4-0. PAYMENT OF CHANGE ORDER ITEMS Payment of any change order item shall only occur if the item is added to the project scope through both a change order agreement and, if necessary, an amendment agreement. Contractor shall check with the City Inspector prior to proceeding with any potential change order work. A written Request for Information shall be provided to the City regarding potential change order work. Additional project work of exactly the same type and scope mentioned under the sections listed above shall apply the bid unit price used by the bidder. Costs for work not similar in type and scope to those listed in the sections above shall be agreed upon by the Contractor and City through a change order agreement. Per Section II-3-4, the Contractor shall inform the City inspector of any changed conditions. The City Inspector and the Contractor together shall then record the date the changed conditions were found, the nature of the changes, the measurements taken, the time period for any additional labor, and the number and labor classification of those laborers. This information may be required for determining costs. IV-A-3 Agreement No. 6340 Any additional work similar in scope as described above and approved as project's change order shall be calculated at the Contractor's unit bid cost. Both agreements shall be completed by the Contractor and the City and the original purchase order updated prior to payments occurring for the change order items. A change order agreement greater than 25 percent of the original bid/contract amount also requires the approval of City Council before the purchase order can be updated and any payment processed for the change order. 5-0. PROGRESS PAYMENTS Lump sum items shall be billed on a percentage completed basis. The City reserves the right to request a schedule of values to be submitted by the contractor for any or all bid items to determine payment for work completed. IV-A-4 Agreement No. 6340 SECTION V — TECHNICAL SPECIFICATIONS 1-0. MOB1.1-1ZATION 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 all required permits 2. Moving on to the site of all Contractor's equipment required for operations 3. Providing on -site sanitary facilities 4. Arranging for and erection of Contractor's work and storage yard 5. Posting all OSHA required notices 6. Submittal of Construction Schedule, Contractor Contact List, and Notices to City staff for City approval 7. Notification of property owners and residents and posting of No -Parking notices 8. Re -notification of all residents for all construction schedule changes 9. Traffic control as required per W.A.T.C.H. manual and MUTCD 10. Coordinating with Underground Service Alert (USA) or Dig Alert to mark underground utilities before any excavation. 11. Coordination with utility agencies, street sweeper, and waste hauler to avoid conflicts during project activities 12. Clearing and grubbing, and landscape removal and replacement as necessary for construction 13. Ramping for areas of uneven pavement or where approaches or sidewalk have been removed 14. Steel plating and asphalt ramping for excavated trenches and areas 15. Restoration of private and public property to existing standard conditions upon demobilization 16. Removal of all formwork, nails, stakes, excess dried concrete, asphalt particles, and other construction debris from the project sites. 17. Permanent removal of all USA markings after new improvements are installed. 18. Restoration of traffic striping if partially removed as a result of construction. Thermoplastic shall be used for all re -striping. 19. Demobilization 1-1. Clearing, grubbing, and landscape removal shall take place as necessary for all construction activities to occur, including but not limited to Section 300-1 of the Standard Specifications. If applicable, live tree roots shall be inspected by the Recreation and Parks Department after the concrete above them has been removed, to ascertain if tree root barrier installation or full tree removal is necessary. If applicable, costs for clearing, grubbing, and landscape/tree root removal shall be included in the bid prices for the different bid items. All such removals shall take place prior to excavation for construction. Where necessary, the contractor shall replace residential landscaping or sprinklers damaged by construction after construction is complete. 1-2. Underground Service Alert, 1-800-227-2600, shall be contacted and the contractor shall determine the exact location of all utilities prior to beginning excavation and V-1 Agreement No. 6340 construction. If conflicts are discovered, the Contractor shall notify the Engineer immediately. A detailed description of the depth and location of utility conflicts in relation to the proposed storm drain facilities shall be provided to City Inspector as well as the applicable utility agency. A list of utility agency and waste hauler contact number is included in the Appendix. 1-3. Demobilization shall include all activities for the Contractor to remove all equipment, on -site sanitary facilities, etc. from the project areas after construction is complete. Demobilization shall also include general cleanup activities and punch list items and specific activities determined by the City Public Works Inspector, to repair or replace any private or public facilities damaged by the construction and return public right-of- way to the same or better condition as that existing prior to construction. 2-0. NOTIFICATION The Contractor shall submit a project schedule, traffic control plans, and all required resident and property owner notices to the City at the pre -construction meeting for approval. The contractor shall hand -deliver approved Notices to Property Owners or Notices to Residents regarding the work to affected owners at least two weeks before the project begins construction at those locations. Notices shall include the project times, dates, working hours, description of project activities, and description of any steps required of owners and residents to ensure safety and successful construction. The Contractor shall place delineators and dated "TEMPORARY NO PARKING" postings on the curb 72 hours in advance of the construction, to alert motorists that parking shall not occur at the location and for what length of time. The signs are subject to the approval of City staff. (See Appendix for City Standard detail for "Typical Temporary No Parking Sign".) The Contractor shall inform the inspector or City staff every morning of all locations being worked on and all locations being posted for that day for TEMPORARY NO PARKING. 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 this particular site. Any changes to plans and schedules must be submitted to staff prior to their occurrence in the field. Traffic control shall adhere to W.A.T.C.H. manual guidelines. The contractor shall notify motorists of impending detours at least forty-eight hours prior to their occurrence, through the use of traffic control devices. 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 CONTRACTOR'S CONTROL, WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, \IFdA Agreement No. 6340 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. Cooperation with concurrent constructions acid o erations 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. 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. Additionalmnotification for clean, e in sclied �.. .1 A f ig � _- "" �..�.....1. lulc sc�o ae of worl�,_r�� t� al'f�c ern d�rr�cnts The CONTRACTOR shall distribute, on their letterhead, additional notification to affected businesses and residents at least one week before any construction that is different from the scope of work already described to and experienced in the project area, will disrupt area traffic or will occur during unusual hours; for example, paving work different from the project scope of work and which will affect traffic project V-3 Agreement No. 6340 streets, or night work. Prior to distribution the CONTRACTOR shall submit the notification letter to City staff for review and approval. 3-0. TRASH PICk QP, STREETWEE'PGD MAIL DELIVERIES IT The Contractor shall coordinate with the City waste hauler and the City street sweeper to avoid construction conflicts on days when trash will be collected or streets will be swept on the project streets. If applicable, the contractor must also coordinate with the US Post Office to ensure that mail will be delivered without interruption. The notification to the US Post Office shall be submitted to the City for approval before the notice is sent out. 4-0. STORM DRAIN PROTECTION Nearby catch basin and storm drain openings must be protected with felt and sand bags per NPDES best management practices to ensure there will be no spillage into the City storm drain systems. See also Section V-18.0 of these specifications, page V-12. 5-0. EXCAVATION AND SUBGRADE PREPARATION 5-1. Potholing Prior to Excavation, if Applicable If applicable due to the depth of an excavation, potholing of existing utilities should take place two weeks prior to the start of the construction 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. At minimum ten pothole locations shall be covered by the lump sum cost, if applicable. 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. Excavation shall be at minimum to a depth range of 36 to 66 inches for pipeline work, and shall be accompanied by shoring per OSHA requirements. 5-2. Grading, excavation and preparation of subgrade shall be done in accordance with, and shall include, all work specified in subsection 300-2, "Unclassified Excavation," and 301-1, "Subgrade Preparation," of the SPPWC, except as modified and supplemented herein. This item shall include all labor, equipment tools, materials and services required to complete all site and subgrade preparation and earthwork public right-of- way reconstruction areas, per City Standards. When a street excavation is made, the existing pavement must be sawcut and removed to clean straight lines, free of irregularities, to a depth sufficient to permit pavement WE Agreement No. 6340 removal without damage to pavement left in place. Sawcuts shall either be perpendicular or parallel to the curb face. If a longitudinal pavement joint or edge of pavement is located within three (3) feet of the limit of the excavation, the Contractor shall remove all intervening pavement and replace it after completion of backfilling of the trench. Material excavated in the roadway and not needed for backfill shall be immediately removed and disposed of by the Contractor. Surplus materials shall be properly stored according to Best Management Practices. No surplus materials shall be placed on private property. Changed conditions found during excavation shall be immediately brought to the Inspector's attention and the details of the change recorded by both the Contractor and the Inspector before formwork installation. See also Section II-3-4 and Section IV-4-0. Compaction of all graded areas and all areas serving as subgrade for concrete or asphalt shall be to 95% compaction. 5-3. Surveying See also Section 2-9, page II-B-6. Contractor shall have a surveyor licensed in the state of California verify all existing and proposed flowline elevations prior to demolition and confirm positive drainage for areas with proposed changes in flowline elevations. Existing flowline elevations shall be verified where driveway approaches begin and end along the curb face, at concrete join points, between driveway approaches, at grade breaks, at the entrance to catch basins, at curb drains, along crossgutter and spandrel flowlines, etc. The contractor shall submit survey results and any calculations to City staff. The contractor shall bring any concerns or drainage issues to City staffs attention before proceeding with construction. If flowlines are to remain the same, the existing flowline elevations and slopes shall be re-established during construction. Drainage issues occurring as a result of construction shall be resolved by the Contractor prior to the project being accepted, at no further expense to the City. A licensed surveyor shall also verify elevations and locations of all existing survey - related items prior to construction for the purpose of re-establishing them after construction. These include but are not limited to boundary lines, boundary markers, centerline ties, benchmarks, etc. The contractor shall submit survey results to City staff. The cost to re-establish these items shall be included in the bid unit costs of construction. 6-0. REMOVAL OF EXISTING CONCRETE OR ASP] IALT Concrete demolition and construction shall be per Standard Plans for Public Works Construction, current ADA standards, and City of El Segundo Standards. V-5 Agreement No. 6340 The Contractor shall inspect all locations called out in the project specifications to determine the extent of the removals needed. Existing Portland cement concrete or asphalt concrete that is broken into pieces to discard shall be removed from the project site and properly disposed of the same day. The Contractor shall take care that areas shall be sufficiently watered down during demolition as well as construction for dust control. Should dust and debris continue to be a problem, City staff shall ask the Contractor to increase the frequency of street sweeping and dust control practices. All removed materials shall become the property of the Contractor and shall be legally disposed of by the Contractor's representatives away from the site of work. (Note: there are no authorized dump facilities within the City of El Segundo) Spillage resulting from material hauling operations along or across any public traveled way shall be removed immediately by the Contractor at no expense to the City. 7-0. REPLACEMENT OF DAMAGE TO fw1: [STING IµACIIJTIES The Contractor shall take care to protect -in -place City and private property not within the scope of this project from any damage. If damaged during demolition or construction, City property and private property shall be replaced in type and kind or better. The Contractor shall guarantee to remedy any defects in the repaired areas within a period of one year from the date of final acceptance of the work unless a longer period is specified. The City staff will give notice of observed defects with reasonable promptness. This applies to drainage, landscaping and irrigation systems including, but not limited to, drainage pipes, irrigation pipes, sprinklers, appurtenances, trees, shrubs, flowerbeds, and native vegetation. City properties shall include, but are not limited to, City parks, sidewalk, parkways, and street right-of-way. The Contractor shall replace and or supply any irrigation system necessary for proper restoration of all landscaping disturbed by the Contractor during the project. The irrigation system shall become the property of the City twelve months after project completion. The contractor shall mark existing through -the -curb drainage systems prior to construction, re-establish them during construction if removed, and ensure they are in good working order after curb construction is complete. The Contractor shall relocate if necessary and reconstruct all curb drainage outlets that fall within the scope of his work. Cost of this work shall be included in the bid. Any pavement, curb, 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. V-6 Agreement No. 6340 7-1. Curb Drain Outlets The Contractor shall restore all private through -the -curb drainage outlets located within the limits of the project. The cost of this work shall be included in the costs for the other bid items. 7-2. Tie -Out & Re-establish Suryey Monuments and Benchmarks In accordance with Section 8771 of the Business and Professional Code, the Contractor will hire a licensed land surveyor to tie out centerline ties and other monumentation affected by the project prior to commencement of construction. The land surveyor shall file corner records with the City Engineer; and re- establish any such monuments previously or benchmarks damaged or destroyed in the construction area and file corner records with the City of El Segundo Public Works Department after replacement. 8-0. SIDEWALK CURBGUTTER, DRIVEWAY APPROACH CEMENTS R1=�MOVA LS/R1 l L, �AND CONCRETE INSTALLATIONS The Concrete mix design shall be Class 520-C-2500. The mix design is subject to review and approval by the City Engineer and no later than 14 days prior to first use. Any change in the mix design shall require approval by the City Engineer. Hand - mixing of concrete is not permitted. Additional water shall not be added to the concrete mix once it leaves the batch plant. All concrete used shall reach a minimum of 2500 psi at 28 days. The surfaces of all concrete shall receive a wood float finish. Where required, contractor shall use dowels or reinforcement bars for contact joints. Contractor shall adjust all utility facility covers to grade of new sidewalk, driveway approach, gutter, ramp, etc. The cost of adjustment shall be included in the bid cost for the removal and replacement of those concrete items. All existing facilities affected by tree growth and tree root uplift shall be scheduled for concrete demolition and removal before all other areas. The Contractor shall coordinate with City staff for the Parks Division to assess future tree stability prior to any construction occurring. Any vegetation, tree stump, or tree root removal necessary for the concrete construction shall improve and not adversely affect existing drainage conditions. Contractor shall confirm acceptable slopes and acceptable storm water flow with water tests prior to project completion. All new concrete facilities shall be installed over a 2" thick ninety-five percent 95% compacted Crushed Aggregate Base (CAB) over ninety percent (95% ) compacted native subgrade. The subgrade shall have a sufficient moisture content such that moisture is not drawn out of the concrete. Contractor shall restore to working order all existing stormwater drainage pipes, routed under the sidewalk and through the curb, that have been displaced by demolition/construction. The cost of this work shall be included in the bid. The V-7 Agreement No. 6340 Contractor shall inform the Inspector of any relocations and record those relocations and their new trajectory in as -built plans for each applicable address. Contractor shall confirm acceptable drainage prior to project completion using a City - approved method of water -testing. Should water tests fail, contractor shall re -do the concrete improvement until proper drainage is achieved. Water tests and construction needed to ensure proper drainage shall be performed at no additional cost to the City. Should a sidewalk leading directly to a property walkway/door or a driveway approach be excavated at the end of a workday, the Contractor shall provide a temporary access ramp to residencesibusinesses. The temporary access ramp shall be removed by the Contractor on the following day so that construction can be completed. The cost for placement and removal of any temporary ramp shall be included in the bid cost. The Contractor shall make adjustments to meter boxes, electrical pull boxes, and other utility facility covers if encountered to match new grade. The cost of this work shall be included in the bid. 8-1. Concrete Storm DrainwwFacility Installations The Concrete mix design shall be Class 560-C-3250. The mix design is subject to review and approval by the City Engineer no later than 14 days prior to installation. Any change in the mix design shall require approval by the City Engineer. Hand - mixing of concrete shall not be permitted. Additional water shall not be added to the concrete mix once it leaves the batch plant. All concrete used shall reach a minimum of 3250 psi at 28 days. The surfaces of all concrete shall receive a wood float finish. Where required, contractor shall use dowels or reinforcement bars for contact joints. 9-0. REPLACE CURB OR CURB AND GUTTER The Contractor shall review all curb or curb and gutter to be removed and replaced with the Inspector in the field prior to any construction. Adjacent asphalt slot paving is required next to all new concrete curb face or gutter edge. Final curb height shall be at minimum five inches. New gutter width shall match gutter width at join points unless otherwise directed in these specifications or by City staff. A narrow gutter to be joined to a wider gutter shall be joined with a minimum five-foot tapered gutter. Curb and gutter shall be constructed in accordance with Section 303-5 of the Standard Specifications and shall conform to Standard Plan 120-2. Contractor shall have the length of curb or curb and gutter to be replaced surveyed prior to demolition to verify the proposed flowline elevations will be feasible. Survey submittals to City staff are required. Any conflicts or items of concern shall be brought to City staff s attention prior to demolition. Survey costs are to be included in the cost of these bid items. 9-1. Drainage Pwipe and Sprinkler System Installation The Contractor shall coordinate scheduling of work with all affected property owners and their contractors to allow installation of drainage pipes under the sidewalk and V-8 Agreement No. 6340 through the curb, and/or installation of sprinkler systems along the back of new sidewalk or in new parkway areas: 0 543 Virginia St. o 442 Virginia St. 443 Concord St. 10-0, REPLACE ALLEY OR DRIVEWAY APPROMFI/APRON The Contractor shall review all alley or driveway approaches to be removed and replaced on the project with the City Inspector in the field prior to any construction. The Contractor shall furnish all labor, tools, and materials necessary to construct a minimum 6-inch thick approach in those locations specified. Approaches shall be constructed in accordance with Section 303-5 of the Standard Specifications and shall conform to Standard Plan 110-2. Approaches shall be standard size, be constructed of concrete only, with no other hardscape materials or color additives used. In locations where approach demolition has revealed the existing approach to be more than six inches deep below the street surface, the Contractor shall construct new driveway approach depth to six inches. The additional depth below the driveway approach shall be filled with crushed aggregate base and compacted per these specifications prior to the concrete pour. 11-0. WASHING OF CONCRETE mmTRANSIT MIXERS Concrete mixers shall not be washed out on alleys, streets, or parking lots. Also refer to Section 7-8.6 of these Specifications regarding Water Pollution Control requirements. 12-0. TREES For this project, a tree stump is defined as the remaining portion of the tree trunk after a tree trunk has been cut and the majority of the tree felled and removed. A tree root is defined as the portion of a tree that grows out of a tree trunk and can continue to grow above ground and/or under the ground, providing the tree with nourishment and support. Tree roots can be any length or diameter. After a tree has been cut down, tree roots continue to extend from the tree stump. Existing concrete facilities affected by tree root uplift shall be scheduled for demolition before all other areas. The Contractor shall coordinate for the Parks Division to assess if root barrier installation or full tree removal is necessary. The Contractor may perform construction on a different portion of the project in the interim. The Contractor shall completely remove all conflicting trees and be responsible for removing any remaining tree stump and tree roots down to two feet in a project area. Removal shall be completed before the construction of any concrete or asphalt facility. 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 finish grade prior to 95% compaction of the area. V-9 Agreement No. 6340 Where tree roots have damaged and uplifted the asphalt to be replaced per these specifications, the contractor shall inform the City Inspector. The Contractor shall sawcut asphalt beyond the damage at least 6 inches in applicable directions parallel or perpendicular to the curb face. Contractor shall remove the asphalt, cut and completely all interfering tree roots a minimum of two (2) feet below finish grade, compact the area to 95% compaction, and repair the portions of damaged asphalt. 13-0. ASPHALT SLOT PAVING PG-64-10 hot mix asphalt slot paving shall occur at any asphalt location adjacent to new concrete and shall conform to Section 203 of the Standard Specifications and as shown on the details in the plans. Slot paving, at minimum widths shown on the plans, shall occur in the street or alley adjacent to all newly installed concrete and shall properly direct storm flow to the storm drain system. Asphalt shall be saw cut perpendicular or parallel to the curb face for removal. Paving shall consist of 6 inches of/z-inch-maximum State mix over 6-inch crushed aggregate base. New asphalt shall be feathered to meet existing asphalt, and shall also meet new concrete at a reasonable height and slope to allow proper drainage. Where a series of cuts are made, regardless of the spacing between individual cuts, the series shall be treated as a continuous open trench and the pavement repair shall be continuous across all cuts. Paving shall occur in two lifts, after backfill with and compaction of appropriate subgrade materials has occurred. Backfilling and paving shall be to City standards and the City Inspector's approval. Paving rollers shall be on the job site prior to paving. The final height of the new slot paving next to new gutter shall not be more than '/z- inch high. The final height of the new slot paving next to existing or new curb shall not be less than five inches high. The Contractor shall be responsible for bringing to the City's attention any additional asphalt required for proper drainage prior to any placement of new asphalt. If improper asphalt placement detrimentally affects drainage, the contractor shall resolve the drainage issue at no further cost to the City. Base material for the reconstruction of the pavement shall be in accordance with Subsection 200-2.2 of the Standard Specifications. A tack coat of PG 64-10 paving asphalt shall be uniformly applied to the surface to be paved. The surface shall be free of water, foreign material, and dust when the tack coat is applied. 14-0. SURFACE RESTORATION Permanent restoration of concrete or asphalt or earthwork surface improvement shall be completed no later than five (5) calendar days after completion of the demolition. Until completion, the project area shall be safely set apart and covered to current standards. V-10 Agreement No. 6340 Colilpactiot Any soil compaction testing and certification shall be certified by a Geotechnical Engineer and provided and paid for by the City. The soil testing company shall be subject to the approval by the City Engineer prior to any testing. A relative compaction of ninety-five percent (95 %) is required under all asphalt concrete pavement and under all concrete curb, stamped concrete and concrete slab. Meter Boxes Pull, Boxes, Utility Covers The Contractor shall make adjustments to all meter boxes, electrical pull boxes, manhole covers, valve covers, or other utility covers within the work limits. The final grades shall match the new grade of either asphalt or concrete. The cost of this work shall be included in the other items of work. 15-0. STRIPING Any striping and pavement markers removed or damaged or to be re-striped/touched- up during construction shall be replaced in kind or better. The Contractor shall take inventory of striping to be replaced before beginning construction. Limit lines, crosswalks, and pavement markings shall all be re -striped with thermoplastic. Striping that does not fit MUTCD standards could be aerial survey or city boundary markers. These markings shall be brought to the Inspector's attention prior to any removal. Inventory shall be taken of these items and they shall be re -striped with thermoplastic in the original locations if necessary. A licensed surveyor must re- establish the locations of the city boundary markers before re -striping. 16-0. TRAFFIC CONTROL Traffic control shall conform to the latest editions of the Work Area Traffic Control Handbook, the Caltrans' Manual of Traffic Control in Construction and Maintenance Zones, the California Vehicle Code, the California "Manual of Uniform Traffic Control Devices (MUTCD)" standards and the stipulations set forth in this article. The Contractor shall maintain one lane of traffic in each direction at all times unless otherwise approved by City staff. The Contractor shall provide and maintain all signs, barricades, flashers, delineators and other necessary facilities for the protection of the motoring public within the construction area limits. For work sites that will impact traffic on major streets such as Rosecrans Blvd., Imperial Highway, El Segundo Blvd., Aviation Blvd. Main Street, etc. the Contractor shall provide two lighted arrow boards to inform traffic in each direction at least two weeks prior to construction. Prior to placement the Contractor shall agree on the location of the arrow boards and the message to be placed on them with City staff. Portable delineators shall be spaced per the aforementioned standards. If traffic cones or portable delineators are damaged, or are not in an upright position from any cause, V-11 Agreement No. 6340 said cones or portable delineators shall immediately be replaced or restored to their original location, in an upright position, by the Contractor. If necessary to maintain two-way traffic, flagmen shall be assigned to give warning to the public of the construction and of any dangerous conditions to be encountered as a result thereof. Should the Contractor appear to be neglectful or negligent in furnishing warning and protective measures as above provided, the Inspector may direct attention to the existence of a hazard, and the necessary warning and protective measures shall be furnished and installed by the Contractor, at his expense. Should the Inspector point out the inadequacy of warning and protective measures, such action on the part of the Inspector shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish and pay for these devices. The Contractor shall conduct his operations so as to provide reasonable access to the adjacent properties and have no greater length or quality of work under construction than he can properly prosecute with a minimum of inconvenience to the public and other contractors engaged on adjacent or related work. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic. 17-0. AS:PHAU]"" PA "EMENT REMOVAL AND, REPLACEMEN"T PG 64-10 hot mix asphalt removal and replacement shall occur where directed by the City Public Works Inspector and shall join new or existing asphalt to properly direct storm flow to the storm drain system. The sawcutting and placement of pavement shall conform to the requirements of Sections V-5 and V-13 of these specifications 18-0. NPDES COMPLIANCE A. Contractor shall thoroughly clean dust and debris resulting from 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. During construction the Contractor shall promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete shall be laid in water, nor shall water be allowed to rise over it until the concrete 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, storm drain, or alley, any non -rain water or other liquid substance from the project or ►VA10 Agreement No. 6340 from operations 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. The 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. B, The 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: l . 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. 2. 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. 3. Non-stormwater runoff from equipment and vehicle washing shall be contained at project sites. 4. Slope and channel erosion shall be controlled by implementing an effective combination of BMPs, such as limiting grading scheduled during the wet season; inspecting graded areas during rain events; planting and maintenance of slope vegetation; and covering erosion susceptible slopes. C. 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. D. Construction activity resulting 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 activity is part of a larger common development plan that encompasses one or more acres of soil disturbance or if there is resulting significant water quality impairment. 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 General Permit terms, and must provide proof a Waste Discharge Identification (WDID) Number to the City prior to grading permit issuance. The preparation, submittal and adherence to all NOIs, Storm Water Pollution Prevention Plans V-13 Agreement No. 6340 (SWPPPs), Wet Weather Erosion Control Plans (WWECPs), and Contractor Self -Inspection Forms are the responsibility of Contractor. E. The City may restrict the continuation of work if it is determined that the Contractor has not met all the NPDES requirements. 19-0. TRENCH SHORING All excavations shall be shored in accordance with the California Department of Industrial Relations Construction Safety Orders, Subchapter 4, Article 6, Excavations, Section 1541; shoring, sloping, and benching systems, and all other applicable sections listed in Barclays California Code of Regulations. Trench shoring shall be constructed and installed in accordance with subsections 7-10.4.1 and 306-1.1.6 of the Standard Specifications. The shoring plans and calculations must be stamped and signed by a Civil or Structural engineer currently registered in the State of California. 19-1 Steel Plate Jar r_tigi. y All excavations in paved streets shall be covered with steel plates until trench resurfacing has been completed. The steel plates may be removed during working hours at locations where entry is required into the excavation but shall be replaced at the end of each work day. Steel plate bridging shall conform to the following: Approach and end plates (if longitudinal placement) shall be attached to the roadway by a minimum of 2 dowels pre -drilled into the corners of the plate and drilled 50 mm into the pavement. Subsequent plates are butted to and tack -welded to each other. To prevent the inflow of surface water and minimize excessive vibration, fine grade asphalt concrete shall be compacted to form ramps, maximum slope 8.5% with a minimum 1-foot taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement shall be backfilled with either graded fines of asphalt concrete mix, concrete slurry, or an equivalent slurry satisfactory to the inspector. The Contractor shall be responsible for maintenance of the steel plates, shoring, and asphalt concrete ramps. The steel plates shall overlap the excavation to provide a minimum of 12 inches of bearing between the pavement surface and the plate on each side of the excavation. The following table shows the minimum thickness of steel plate bridging required for a given trench width: Trench Width Minimum Plate Thickness 1 ft 0.5 in 2 ft 0.75 in 3ft 0.88in 4 ft 1.00 in 5.2ft 1.25in V-14 Agreement No. 6340 For spans greater than 5.2 ft, a structural design shall be prepared by a California registered civil engineer and approved by the State. Steel plate bridging shall be steel designed for HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. The Contractor shall maintain on the steel plate a non-skid surface having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction to correlate skid resistance results to California Test Method 342. A Rough Road sign (W33), black lettering on an orange background, may be used in advance of steel plate bridging. This sign is to be used with any other required signage. 20-0. NOT USED 21-0, REMOVAL AND iR1_:p1..AC1:�M�ENT OF U RFACE IMPROVE MENTS 21-1. Removals 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. 21-2. Bituminous Pavement Prior to excavation, A.C. pavement shall be saw cut, removed and hauled off site. Sawcuts shall be parallel or perpendicular to the curb face. Where the edge of the excavation of the existing pavement comes within three (3) 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 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 placement of permanent paving (including base material), is to cut the existing paving nine (9) inches back from the edge of the trench and remove that existing pavement. In addition thereto, the existing paving is to be mechanically ground down by a minimum of 1 1/2 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. V-15 Agreement No. 6340 21-3. Concrete Curb, Gutters, Cross GLitters Driveways,. ancd Allev Intersections Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 1 '/2 inches in either length or width. If the saw cut in sidewalk or driveway would fall within thirty (30) 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. 21-4. Stamped Concrete Specifications General If stamped concrete installation is approved, the work in this section includes preparation work and placing, stamping and coloring concrete. The Contractor shall coordinate items of other trades to be furnished and set in place. Such locations of their work as in all or in part embedded, built-in, attached to, or supported by the work shall be executed by them in ample time that progress of the work is not delayed. Any cutting or batching made necessary to comply with this injunction shall be done at the Contractor expenses. The Contractor shall be responsible for the proper installation of all accessories embedded in the concrete and for the provision of holes, sleeves, openings, etc., necessary to the execution of the work of the trades. The Contractor shall perform the work in accordance with all applicable laws, codes, and regulations required by the City, the County of Los Angeles, and the State of California. The Contractor shall furnish one 4'x4'x4" sample of each concrete finish at the job site for approval of the Engineer and haul them away after approval. Approved samples shall be standards for finishes in stamped concrete work. The pattern shall be running bond. All work in this section shall be performed by a Contractor who meets one of the following requirements: Contractor is licensed, trained and tooled by Bomanite Corporation. For additional information, contact Bomanite Corporation, 81 Encino Avenue, Palo Alto, CA 94301 (209) 673-2411. 2. Contractor will have at the job site, during construction of all stamped concrete, a foreman who has a minimum of 5 years experience in the construction of stamped concrete and who can provide proof of completion of at least three public works projects in which he constructed stamped concrete for a dollar amount of $50,000 or more. V-16 Agreement No. 6340 Material The Portland cement, aggregates, water and reinforcement shall conform to the requirements of Section 201-1 and 201-2 of the Standard Specifications. The concrete substrate shall contain a minimum of 5-1/2 sacks of cement per cubic yard. All fine and coarse aggregates shall be totally non -reactive. The water content shall be the minimum practicable and the slump shall not exceed 4". Aggregates shall be pea gravel. Only commercially pure mineral pigments shall be used to produce the desired color. Color shall be brick red, or an approved equal. Expansion joint materials shall be Lithochrome Colorcalk, as manufactured by L.M. Scofield, above referenced, or an approved equal. Execution Stamped concrete shall be constructed over 4" compacted sand, Concrete mixes, form work and placing reinforcement shall conform to the requirements of Section 303-5, "Concrete Curbs, Walks, Gutters, Cross -Gutters, Driveways and Alleyway Intersections", and Section 202-1, "Portland Cement Concrete" of the Standard Specifications, except as modified herein. Concrete shall have a minimum 28 day compressive strength of 3,000 psi. Concrete samples shall be taken at concrete pour and tested to confirm compressive strength After placing, surface shall be vibrated or stamped (tamping should be minimized) once and then wood floated to an even surface within a tolerance of +1/8" in 10' in any direction. Apply a color hardener at the minimum rate 60 pounds per 100 square feet in accordance with Scofield's Tech Data Bulletin A-104 such that a uniformly distributed color shade shall be the result. The application of color hardener shall be repeated until the desired results are achieved to the satisfaction of the Engineer or match existing. A second application shall be placed (unless more are required for desired results) as a last item of work. The concrete shall be cured and finished with Scofield Color Cure, in accordance with Scofield's application instruction. The concrete shall remain uncovered for at least four days. When need arises, the Contractor shall use high grade component sealant and/or a grout composed of a mixture of sand, cement, and water per UBC requirement. Metal form ties extending from the face of permanently exposed concrete shall be cut off at least 1" deep in the concrete immediately after removal of forms. Fill holes with a 1:3 cement and sand mortar the same color as the adjoining concrete. V-17 Agreement No. 6340 Mix and place the mortar as dry as possible and finish flush with adjacent surface. All defects in concrete work shall be corrected, voids shall be chipped to a depth of at least 1" with the edges perpendicular to the surface and parallels to form markings. Voids, surface irregularities or honeycombing shall be filled by patching or rubbing as directed by the Engineer and shall duplicate the appearance of the unpatched work. 21-5. Reconstruction 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 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. 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. V-18 Agreement No. 6340 Prime coat shall be slow curing (SC-70) per Greenbook Section 203-2. Tack Coat All surfaces to receive finish pavement shall be uniformly applied with a tack coat 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 the SSPWC. 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 III-C2-PG 64-10 in accordance with Section 400-4 of SSPWC "Greenbook" Standard Specifications. Construction of asphalt concrete pavement shall be per Greenbook Section 302-5. 7. Joining Existing Pavement 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. Slurry Seal Coat After final paving, apply type 1 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. 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 striping 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. Place temporary dribble lines within 24 hours after applying slurry seal. Place V-19 Agreement No. 6340 permanent striping between five (5) to fourteen (14) calendar days after slurry seal, Place permanent striping five (5) to seven (7) calendar days after final paving. 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. 11. Cold Milling All Cold Milling operations shall conform to section 302-5.2 of the Standard Specification, the plans and these special provisions. Existing AC pavement within the project limits shall be cold milled approximately 2 inches at the locations and to the dimensions and details shown on the plans or as directed by the City Engineer. The final cut shall result in a uniform surface conforming to the typical cross section. Contractor's attention is directed to the condition that if presence of pavement fabric, rubberized material or steel reinforcement within the depth to be cold -milled is encountered, Contractor shall inform the inspector or City staff immediately and seek inspector or City staff s direction before excavation commencement. It is the Contractor responsibility to remove all the thermoplastic pavement markings prior to the cold milling operation. At all locations where an overlay pavement is joining or overlaying existing asphalt pavement, the Contractor shall cold mill existing pavement to provide straight neat lines and feather the new pavement to form a smooth transition with the existing pavement. This condition is particularly required at locations where the project joins the existing pavement. At these locations, the Contractor will be required to match the existing pavement elevations. The final cap transition between the streets must be smooth and neat in appearance, including the radius points. The City has made every reasonable effort to locate and mark on the plans all known metal roadway improvements such as sewer manhole covers, water valve covers, and catch basin covers, which if struck, could damage the cold milling cutting drum and/or carbide tipped cutting teeth. The City makes no guarantee that it has successfully located all said items; therefore the contractor shall thoroughly inspect the work site in advance of the cold milling operation to minimize the risk of striking any these items. Care shall be exercised not to damage adjacent concrete curbs or gutters. Curb or gutter damaged due to cold milling work shall be replaced as approved by the V-20 Agreement No. 6340 inspector or City staff at the Contractor's expense. The contractor shall restore and existing area drainage when replacing curb. Residue from grinding shall not be permitted to flow or travel into gutters, onto adjacent street surfaces or parkways. All residues shall be completely removed by sweeping and properly disposed. No washing of residue into drainage structures will be allowed. All catch basins and curb inlets shall be covered, utilizing the BMP which most appropriately fits the situation, and as approved by the City Engineer. The Contractor shall make every effort to control all dust created by his operations by utilizing the Best Management Practice approved by the State Water Resource Control Board. Temporary ramping, where required by the inspector or City staff for traffic control or other purposes, and shall be considered included in the price bid for "Traffic Control", and no additional compensation will be allowed. Payment for COLD MILLING shall be at the unit price bid per SQUARE FOOT (SF), and will be based on the actual area of surface planed regardless of the number of passes required. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in COLD MILLING including disposing of material removed and no additional compensation will be allowed thereof. 12. Asphalt Concrete Overlay Prior to placement of ACHM, areas of asphalt upheaval and cracks shall be removed and repaired. Asphalt upheaval of cracks in areas scheduled to be resurfaced and not removed by cold milling shall be removed flush by crack planning or other approved methods. Existing cracks or holes 1/4 inch or larger shall be cleaned and filled or repaired with liquid asphalt, cold mix, hot mix or as directed by the inspector or City staff. Existing cracks smaller than inch shall be cleaned of vegetation only. Cleaning of cracks or holes shall be by power brooming, compressed air, or other approved methods. Payment for crack planning and crack preparation shall be considered as included in the unit prices bid for ACHM overlay work and no additional payment will be made therefore. Work performed under this item shall conform to Greenbook Section 300. Asphalt concrete hot mix, C2-PG 64-10, shall conform to applicable Subsection 203 of the provisions of Section 200 of the Standard Specification and these Special Provisions. Tack coat and the viscosity grade of paving asphalt shall be PG 64-10. This work shall consist of furnishing, spreading and compacting a 2" thick asphalt concrete pavement surface course. This work shall also consist of applying paint binder (tack coat) to the existing pavement surface and vertical surfaces to be joined. Joining existing pavement shall be done to the satisfaction of the Engineer. V-21 Agreement No. 6340 The finished edge of the new pavement at gutter plate shall be no less than 1/4" and no greater than 3/8" above the existing gutter plate. Contractor shall be responsible for verification of grades prior to installation of ACHM paving. Contractor shall guarantee positive drainage in all areas. All areas which retain standing water will be corrected as directed and approved by the City at no expense to the City. The Contractor shall be responsible for maintaining the location of and access to, all waterline gate valves during construction operations. Payment for 2" ACHM shall be at the unit price bid per SQUARE FOOT (SF). The contract unit price shall include full compensation for famishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved, complete in place and no additional compensation will be allowed thereof. All properly established sheetflow & flow line slopes slopes and grades shall remain the same after paving as before unless an existing ponding problem is noticed and brought to the inspector or City staff s attention prior to cold milling. 13. Cleanup After completing each section of the installation or repair, remove all debris, construction material, and equipment from the site of the work; grade and smooth over surfaces; reseed and/or repave as required; and leave the entire right -of- way in a clean, neat and serviceable condition. V-22 Agreement No. 6340 A. CITY MAP B. TYPICAL NO PARKING SIGN— EL SEGUNDO STANDARD ST-18 C. RECYCLING FORMS D. WALL, STAIRWAY, AND HANDRAIL STANDARDS E. MARIPOSA, PINE SIDEWALK INSTALLATION PLANS V-23 Agreement No. 6340 400 Block W. Mariposa Ave. Wall, Step, and Handrail Standards Agreement No. 6340 150 mm (6') 200 mm (8') SEE NOTE 7 FOR INSTAL(.A IOG WITH FENC r ELEV. AS DETERMINED .-- BY ENGINEER H t 560 mm (221 H ? 560 mm (221 i- 50 mm (2'1 MAXIMUM SLOPE IV:1.5H (1-1/2H:IV) 1 0.028 m3 (I CUBIC FT) 50 mm (21 0 WEEP HOLES E �, OF NO. 3 CONCRETE 4.5 M 05'1 ON CENTER WHEN E AGGREGATE IN A BURLAP SACK. H :460 mm (181 OR MORE SECURELY TIED. SLOPE 4% (1/2' PER FT.) PCC SIDEWALK CURB a GUTTER EIN 4 o 13 mm (1/21 CHAMFER 31OC17P �. (520-C-2500 PCC) CASE .1 FULL WIDTH SIDEWALK SEE CxASE I PCC SIDEWALK CURB & GUTTER OPTIONAL 150 mm. X 150 mm 1.2 m MIN, W (6' x 61 KEYWAY SEE NOTE 6 1 (4'1 CASE 11 PARTIAL WIDTH SIDEWALK SLOPE IV 3H (3H IV) OR AS DETERMINED BY ENGINEER HOUSEWALK OR DRIVEWAY ELEVATION SEE SHEET 3 WALL TRANSITION AT DRIVEWAY FOR NOTES OR HOUSEWALK LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS CONCRETE SLOUGH WALL STANDARD PLAN METRIC I APPROVED 5/31/1992 1949 6203 ` _1 ------ � �......_::_ SHEET i OF 3 H==fim (INJ D= mm (IN.) W= mm (IN.) 150 (6) 150 (6) 150 (6) 180 (7) 150 (6) 150 (6) 200 (8) 150 (6) 150 (6) 230 (9) 150, (6) 150 (6) 250 (10) 150 (6) 150 (6) 280 (11) 150 (6) 150 (6) 300 (12) 150 (6) 150 (6) 330 (13) 150 (6) 150 (6) 350 (14) 180 (7) 150 (6) 380 (15) 180 (7) 150 (6) 400 (16) 200 (8) 200 (8) 430 (17) 200 (8) 200 (8) 460 (18) 230 (9) 200 (8) 480 (19) 230 (9) 200 (8) 510 (20) 250 (10) 200 (8) 530 (21) 250 (10) 200 (8) 560 (22) 280 01) 250 (10) 580 (23) 280 (11) 250 (10) 610 (24) 300 (12) 250 (10) 660 (26) 330 (13) 250 (10) 710 (28) 350 (14) 250 (10) 760 . (30) 380 (15) 250 (10) 810 (32) 400 (16) 250 (10) 860 (34) 430 (17) 250 (10) 910 (36) 460 (18) 250 (10) SEE SHEET 3 FOR NOTES LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS I STANDARD PLAN CONCRETE SLOUGH WALL METRIC 6203--1 SHEET 2 OF 3 NOTES: I. CONCRETE SHALL BE PER APWA "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION'. 2. CONCR-ETE SLOUGH WALL TO BE USED ONLY IN CONJUNCTION WITH SIDEWALK ABUTTING THE WALL. 3. BACKFILL SHALL NOT BE PLACED BEHIND WALL UNTIL SIDEWALK 15 IN PLACE. 4. NO MECHANICAL COMPACTION ON WALL BACKFILL SHALL BE PERMITTED. 5. EXPANSION JOINTS SHALL -BE PLACED AT 15 m (501 INTERVALS OR AS DIRECTED BY ENGINEER. 6. HEIGHT LIMITS AS FOLLOWS: CASE I - MAXIMUM H=910 mm (36 .INCHES.) CASE 11, A. FOR SLOPES BETWEEN IV: 3H (3H; IV) AND IV= 1.5H (1-1/2H: IV) MAXIMUM H= 300 mm (12 INCHES.) S. FOR SLOPES IV, 3H (3H: IV) OR FLATTER MAXIMUM H= 460 mm (18,INCHES.) C. WITH 150 mm x 150 mm Wx6") KEYWAY. WALL HEIGHT MAY BE INCREASED 250 mm (10 INCHES.) 7. WHERE FENCING IS INSTALLED AT TOP* OF WALL THE MINIMUM WALL THICKNESS (W) SHALL BE 200 mm (8 INCHES) AND DEPTH (D) SHALL BE 300 mm (12 INCHES). FENCE POST SHALL BE SET PER APWA STD. 600: S. DIMENSIONS SHOWN ON THE PLAN FOR METRIC AND ENGLISH UNITS ARE NOT, EXACTLY EOUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS .......... STA N LAN hTRIC CONCRETE SLOUGH WALL 6 2O 3 _I SHEET 3 OF 3 Agreement No. 6340 5 Q 3 Aj CORD PLAN EXPANSION JOINT #4 @ 18-- (#13M @ 460 mm) #4 (#13M) UNDER EACH RISER c w WALL---. #4 (#13M) CONMNUOOS TYPICAL #4 @ 18" (#13M @ 450 mm) 13M 4 UNDER EACH RISER TYPE A SECTION B-B 5Lc IJUN A —A 1 SEE PLANS OR SPPWC 606 FOR HANDRAIL DETAILS. q re=-i / Z (13 mm) TYP r, SLOPE, 1 EXPANSION JOINT w C E E E Ea W+JALL --r "--#4, @ 18' ('#13M @ 450 mm) 4 13M UNDER EACH RISER TYPE B @ 12" EA WAY 3M @ 300 mm) SECTION C—C Agreement No. 6340 NOTES: 1. SEE THE PLANS FOR THE FOLLOWING INFORMATION: TYPE OF STAIRWAY AND LOCATION W = WIDTH OF STAIRWAY L = LENGTH OF LANDINGS T = LENGTH OF TREAD, 11" (280 mm) MIN R = HEIGHT OF RISER, 4" TO 7" (100 TO 180 mm) C = WIDTH OF CURB S = LENGTH OF STAIRWAY FLIGHT 2. CONCRETE FINISH FOR EXPOSED SURFACES SHALL BE CLASS I, EXCEPT THAT TREADS AND LANDINGS SHALL BE TROWELLED SMOOTH AND GIVEN A FINE BROOM FINISH IN A DIRECTION PERPENDICULAR TO THE CENTERLINE OF THE STAIRWAY. THE BROOM FINISH SHAM BE BROUGHT TO THE NOSE OF THE TREADS AND LANDINGS. 3. ONE HANDRAIL ON EACH SIDE IS REQUIRED FOR STAIRWAYS 4' (1.22 m) WIDE OR LESS. THREE HANDRAILS ARE REQUIRED FOR WIDER STAIRWAYS. 2" (51 mm) 0 STD STL PIPE, RAILS AND POSTS END OF WALL 2" (51 mm) 0 STD PIPE, RAILS LO TYPE A TYPE B RAILS �11 C 2" (51 mm) p 1/2/2" " (3 mm) 0 STD PIPE STD PIPE 001 Agreement No. 6340 A 11001 E (460 mm) N O � O 16rW (460 mm) SECTION A -A (360 mm) 14p (360 mm) 1.4" (360 mm) SECTION B-B E; E 0 0 " 4" 1.4 ' 6 ) `000 mrn) POSTS 2-1/2" (64 mm) 0 C SECTION C—C STD PIPE OR TYPE C 2" (51 mm) 0 EXTRA STRONG PIPE ELEVATION SEE CALIFORNIA BUILDING CODE FOR HANDRAIL AND OTHER REQUIREMENTS FOR HANDICAPPED ACCESSIBLE RAMPS OTHER THAN CURB RAMPS Agreement No. 6340 TOP RAIL DETAILS SHEET 3 (460 mm (460 SEE SHEET 1 FOR BOTTOM RAIL, POSTS, PICKETS, AND POST EMBEDMENT 4" CLEAR < 100 mm (< 100 mm) TYPE A TYPE C WELD ALL AROUND - SEE NOTE 5 T, TREAD WIDTH 1 -11 mm) -BACK OF SIDEWALK E E E 'E o N 'CO rn STAIR CURB HANDRAIL INSTALLATION ON STAIRWAYS EMMILISMA NOTES: d DRIVE -ON STEEL END CAP CAP DETAIL FOR RAIL END 1. USE TYPE C WHERE ADJACENT GRADE IS MORE THAN 2'-6" (760 mm) BELOW LANDING OR SIDEWALK FINISHED SURFACE. 2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. Agreement No. 6340 FRONT FRONT 1„ (25 mm) 0 I rra,).®�. STD PIPE GRIP RAIL Vol 1 (25 mm) ' STD PIPE POSTS PER UPPER RAI'L// SHEET 1 2" (51 mm) 0 STD PIPE 112 TOP RAIL TYPE 1 TOP RAILTYPE 2 F (0 mm) RIP RAIL 1" (25 mm) 0 STD PIPE FRONT F. BRACKETS EACH 8'--0" (2.44 m) OR AS SHOWN ON PLANS. MOUNT TOP BRACKET ABOVE SECTION D-D n) 5 mm) 0 'IPE OR 3VED EQUAL SECTION E--E 1-1 2" 40 mm) WALL: SECTION F-F TOP STAIR NOSE. MOUNTED HANDRAIL Agreement No. 6340 APPENDIX C Recycling Forms PW INSTRUCTIONS Agreement No. 6340 City of El Segundo Public Works Department 310 524-2300 Construction and Demolition Debris Waste Management Plan (WMP) PUBLIC WORKS PROJECTS (including MUNICIPAL ROAD CONSTRUCTION, OVERLAY, SIDEWALK REPAIR OR LAND CLEARING PROJECTS) INSTRUCTIONS Pursuant to the California Green Building Code of 2016 (2016 CALGreen), the City of El Segundo requires diversion (repurposed, reused, or recycled) of at least 65% of non -hazardous construction and demolition (C&D) debris from Public Works projects. A C&D Waste Management Plan must be submitted to the Public Works Department for municipal projects or projects on public property. The contents of this packet, when completed, constitute a C&D Debris Waste Management Plan (WMP). This packet is designed to track the amount of C&D debris diverted or disposed from your City -related (i.e. Public Works) project. If you believe your project cannot achieve the required diversion, you must complete and submit Form PW-D, the EXEMPTION REQUEST form, to the City (i.e. your Project Manager) explaining the circumstances, and requesting an exemption from the requirements. Ste 1: Complete Forms PW-A and PW-B Form PW-A is the PROJECT INFORMATION form. This form asks for basic project information, such as name, type, description, location, and contractor contact information. Form PW-B is the PRE -PROJECT WORKSHEET form. This form asks for estimated amounts of debris that will be generated by the project. Option f: If you are electing to contract with hauler(s) from the Authorized Hauler list who will handle recycling compliance on your behalf, complete Form PW-B (short form). QfaLon 2., If you will be handling all waste management activities (through direct hauling or use of own bins), complete Form PW-131. Estimate the weight of the C&D debris, by material type, that will be recycled, reused, salvaged, disposed and/or transformed from your project. You must complete either Form PW-B or PW-131. Ste 2: Submit Forms to Public Works Forms PW-A and PW-B (or PW-1131) must be submitted to your Public Works Project Manager and approved prior to commencing work. Ste 3: Complete POST -PROJECT SUMMARY - FORM PW-C At least 5 business days prior to contractor requesting release of final project retention, submit a completed FORM PW-C to your Public Works Project Manager. *NOTE* A FACILITY INFO list showing nearby companies that accept C&D materials for recycling is included in this packet. This list was developed to assist you in finding local facilities to use as an alternative to disposal. If you use a certified mixed C&D processing facility, your project will meet the diversion requirements. There are authorized haulers that do business in El Segundo. The HAULER LIST showing companies that are authorized to collect solid waste inEl Segundo is included in this packet. You must use one of these haulers if contracting for waste removal service. For your convenience, there are electronic versions of the forms that will automatically calculate waste generation, disposal, and diversion based on the data entered. Rev. 12/4/2020 FORM PW-A Agreement No. 6340 City of El Segundo Public Works Department c,ft (310) 524-2300 Date: PW Project Manager PW Project Name: FORM PW-A - PROJECT INFORMATION Submit this form to the Public Works Department prior to commencing your project for all municipal grojects subject to com liance, or projects on public ro e Project Name: Project Address / Location: Contractor Name: Mailing Address: City I State / Zip: Ofc Phone No.: Cell No: Project Type: Mark appropriate box in each column with an "X": Estimated Project Start Date: Email: Road (construction, overlay, repair) Facility Improvement (renovation, alteration, or addition) USE FORMS PROVIDED BY EL SEGUNDO COMMUNITY DEVELOPMENT DEPT Land Clearing (trail, grading, etc.) Other Estimated Project End Date.:. Request for Exemption„ 1:1 (If you are requesting an exemption, fill out Form PW-D: Exemption Request) To the best of my knowledge, the above information is an accurate representation of the proposed project. I have been made aware of the 2016 CALGreen requirements and will comply with all requirements. Print Name Title Signature Date USE ONLY - Approval Status DApproved F-1 Further Explanation Needed Reviewed By El Denied 1:1 Exempt Due to Infeasibility Date Rev.12/4/2020 2 FORM PW-B Agreement No. 6340 "7 City of El Segundo Date: [ffPublic Works Department PW Project Manager: "If 10 v,,�,musr,�„ (310) 524-2300 PW Project Name: FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS This form must be completed and approved or a demolition / building ernrit will not be issued. Instead of completing a detailed accounting of the types and quantities of C&D debris that will be generated from this project (FORM PW-131), you have the option to select one of El Segundo's authorized waste haulers. These haulers can handle your project's debris in such a way as to comply with CALGreen standards. If you elect this option, please specify which authorized hauler(s) and/or facility(ies) you will be using and sign the acknowledgement below. El Segundo authorized hauler(s) and/or facility(ies) can be found on the City's website: hnRt wIJY . lie o.rsrr t o�re�nrvrsicn r�4/c man°En'�ents/ aublau -works/tr��sk�Mr c twWcewr g It is your responsibility to ensure that the hauler knows you are contracting for "C&D Recycling Service" so that the material is properly handled and waste diverted. You need to obtain weight tickets from the hauler indicating the type and weight of the material collected. In order to comply with the requirements of the WMP, I will contract with the following hauler(s): Hauler: I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities which receive debris from this project and that I will submit aPost-Project Summary (FORM PW-C) at least a business days prior_ to. fin alm,ans aeclion, Print Signature Date Rev.12/4/2020 FROM PW-B1 Agreement No. 6340 City of El Segundo Date: Public Works Department PW Project Manager: (310) 524-2300 pW Project Name: FORM PW-B1 - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS [This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material] This form must be completed and approved or a demolition / building permit will not be issued. In the table below, list estimated weight or cubic yards of debris that will be generated, recycled, reused, salvaged, disposed, and/or transformed by this project. You must include all recyclers, salvage companies, recycle facilities, mixed -use material recovery facilities, landfills, and/or transformation facilties that will be used for the project. List of materials to be generated from the project: ex. TONS CUBIC YARDS Facilities to be Used Reused/Salvaged/Donated Ex.: Habitat for Humanity, Thint Stores, regrind onsite, reuse fixtures, reuse dirt/concrete/asphalt Recycled A facility that accepts 100% recyclable materials to be turned into other products. Delivered to Mixed C&D Recycling Facilties that recover some materials for recycling Disposedll-andfilled/Transformed Transfer station, landfill, or SERRF Generated (total of above) I or my company elect not to use an authorized hauler because I or my company own containers (bins or roll -off boxes) Initial Here and/or dump vehicles and will not be contracting for debris removal services. I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities Initial Here which receive debris from this project and that I will submit a Post -Project Summary (FORM PW-C) at least 5 b,usin"ness rs lmr _to'inga0 uras'eciion. Print Name Signature Date Rev.12/4/2020 3-A Form PW-C Agreement No. 6340 City of El Segundo 0 Public Works Department (310) 524-2300 p 1fdd YMNNidR':1T"i Project Name: Contractor Name: Project Number: Form PW-C - Post Project Summa Project Address: Project Manager: Date: This form must be submitted to the Public Works Department at least 5 business days prior to project finalization. Provide facility name, material, and total tonnage disposed and/or diverted. Documentation must be attached (i.e. weight tickets). If an approved mixed waste processing facility was used, a report by the facility for this project is preferred. Return the completed form to the Public Works Department. You may use additional sheets if necessary. If you used one of the City's authorized haulers or facilities, complete this section, then skip to the SIGNATURE section below. used to meet the recycling requirements. Weight tickets are attached,. (List haulers and/or facilities that were used) I. FACILITIES Please list all facilities (i.e. landfill and/or transformation, recycling/reuse/salvage, mixed C&D debris processing, materals recovery) used for this FACILITY NAME 1 TONS DELIVERED TONS DIVERTED TONS DISPOSED DIVERSION RATE I 2 3 4 Other (rcuscd on site) TOTALS ) ) Please enter disposal and diversion totals for each item below, according to letter. Totals reported must match those listed in Section 1: TOTAL GENERATED E= (A) TOTAL DIVERTED(B) TOTAL DISPOSED (C) OVERALLLAPROOOJECT DIVERSION RATE 0.00% % To the best of my knowledge, the above information is an accurate representation of the disposition of the construction and demolition materials generated on the jobsite. I understand that the City of El Segundo may audit disposal and recycling documentation for this project. Print Name Signature PW OFFICE USE ONLY Diversion Requirement Met: Yes No Exemption: = Yes No Reviewed and Approved by: Date: Rev. 12/4/2020 Form PW-D Agreement No. 6340 Project Name: Contractor Name: Project Number: City of El Segundo Public Works Department (310) 524-2300 Form PW-D - Exemption Re uest Project Address: Project Manager: Date: If it is infeasible for you to comply with all of the requirements set forth by the Construction and Demolition Debris Recycling Form and you are requesting an infeasibilty exemption, please use the following space to explain why your project should be considered exempt from recycling requirements. PW OFFICE USE ONLY Exemption Approved: Yes No Reviewed by: Date: Rev. 12/4/2020 Agreement No. 6340 APPENDIX A City Map Agreem"ent No. 6340 Lit I" w. fH SiONI I U ri ---j L-J VIN80JM VINUOJIM I L Is io 1. J vimal vH83ls T > n l E—] E� L— �� W0013HS 0 as 53Pld Of SEm qE I E l�WWuu.. L 0 EE� FEE] Ea is VIN Ovol Is VIIIA A311VA Ef 'Pill Agreement No. 6340 APPENDIX B Typical No Parking Sign — El Segundo Standard ST-18 Agreement No. 6340 L 0 777 12 11 P�HAF ,'A yl trl I i, ( DAY ) ( DATE ) ( TIME) Q W N ~ H W J COLOR LEGEND irr SIGN SHALL BE LIGHT REFLECTIVE AND BE RED MADE OF WATER RESISTANT STIFF CARDBOARD WHITE OR OTHER STIFF DURABLE MATERIAL. DESIGN BY: P.B. ENGINEERING DIVISION CITY OF EL SEGUNDO, CALIFORNIA APPROVED BY: c DATE: I I• 7- 89 1I-14-8q DRAWN BY: Y.B. TYPAL City Engineer: R.E. a 8 0 9 DateSTANDARD DRAWING DATE: 11.13. 89 TEMPORARY NO PARKING SIG Agreement No. 6340 APPENDIX 400 Block W. Mariposa Ave. and 300 Block W. 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