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CONTRACT 6245 Public Works Contract CLOSEDAgreement No. 6245 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND CORRAL CONSTRUCTION & DEVELOPMENT, INC. POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 This CONTRACT is entered into this 7u day of December; 2021, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and CORRAL CONSTRUCTION & DEVELOPMENT, INC. ("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 a total of One Hundred, Forty Four Thousand Fort Fonr Dollars ($144,044.00) for the Work in the manner set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within one hundred twent 120 calendar days (the "Contract Time.") B. The Contract Time will commence when the City issues a Notice to Proceed. Agreement No. 6245 The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: i. The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed. D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. 5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -parry claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Agreement No. 6245 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 Ci City of El Segundo -Public Works 350 Main Street El Segundo, CA 90245 Attention: Arianne Bola abola@elsegundo.org (310) 524-2364 The Contractor Corral Construction & Development, Inc. 5211 E. Washington Boulevard #2-122 Commerce, CA 90040 Attention: Renee Soto corral.construction@yahoo.com (562) 762-6632 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. 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. Agreement No. 6245 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. Agreement No. 6245 IN WITNESS WHEREOF the parties hereto have executed this Contract the day and year first hereinabove written. CITY OF EL SEGUNDO vi City Manager ATTEST: 4'w V Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney BY: Joaquin ue, Assistant City Attorney Insurance Reviewed by: Hank Lu, Risk Manager CORRAL CONSTRUCTION & DEVELOPMENT, INC. Name. z6 Soro Title: pWs j ocx r Taxpayer ID No. 2-11 `i S Contractor State License No.: aZf D �5 Contractor City Business License No.: 321 ��P_ Agreement No. 6245 PROPOSAL FOR THE POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 Date 0 0"Z M , 20 Z 1 Company Name: W W LCgU �W 4 06VJ,:,-L 0 W1 a wa ( (4 L 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 affect 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. I-C-1 Agreement No. 6245 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. AFFIRMATIVEACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. � 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. 6245 BID SCHEDULE POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 Company Name: , Lo P wl c -l- INC. BASE BID ITEMS Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit uanti Dollars/Cents Dollars/Cents Demolition — Removal of shower walls, toilet partitions, toilets, sinks, and other 1 fixtures & LS accessories. Cutting ` masonry. Removal of floor, wall & ceiling finishes as required. 2 Underground plumbing for new LS 1 �� ow 1 (� fixtures Framing new walls with fixture blockings, rough plumbing. Install gypboard, backerboard, �J 3 leveling liners and LS 0 waterproofing. Floor tile, walls finishes, and ceiling finishes. All paintable surfaces to be painted. Finish plumbing. Install new toilets, ,L D L �� toilet partitions, J 4 sinks, showers, and LS 1 other fixtures & accessories. Install doors, mechanical I-C-3 Agreement No. 6245 exhausts and .._ ..... _.__ _....__..__.. ......... electrical outlet covers as required. Abatement of 5 possible hazardous LS 1 C) �� waste material such 4 as asbestos TOTAL BID FOR ITEMS 1-5 IN FIGURES = $ k ` - y 0" TOTAL BID WRITTEN IN WORDS: I-C-4 Agreement No. 6245 BIDDER'S INFORAUTION Company Name: PtA o &... -1 BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) If corporation, State of Incorporation (i.e., California) Business GoPIAL w 4 .r Address 52 l 6 . -uJ/ Ge-yY►fna Cec 0106,40 Telephone No. 61 - 7 Facsimile No. P State Contractor's License No. and Class a 7-ft G S B / 6 Original Date Issued Expiration Date 2I2$ Zo 2.3 The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: t� SOD Z-1t 6.WA4 4tt 0L 2-1u to 6K6b.- "I L 1, - te 10 3 2- The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: ula All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: MV I-C-5 Agreement No. 6245 BIDDER'S INFORMATION (CONTINUED) Company Name: Go PW ED 45 r NL Bidder shall list the name of the person who attended the mandatory pre -bid job walk: Name: -N4- Title: L( I-C-6 Agreement No. 6245 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this L�day of OC�aOM , 20_LL. BIDDER CoM5:L' t'0jjgDv 01s 4 0001-0fM64yr two 6,241 a-, wro & "I0 2 - I Li G a 414� b ` a a Subscribed and sworn to this day of , 20 NOTARY PUBLIC I-C-8 reement No. 6245 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 LOS ANGELES Subscribed and sworn to (or affirmed) before me on this /y day of 0644A, 2021 by proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. nat me (Seal) OPTIONAL INFORMATION DE CRPTION OF THE ATTACHED DOCUMENT (Title or description of attached current) (Title or description of attached document continued) Io-15r-z®z1 Number of Pages Document Date Additional information 2015 Version www tJ ,taryClasses com 800-873-9865 1 167 1 INSTRUCTIONS The wording of all Jurats completed in California after January 1, 2015 must be in the form as set forth within this Jurat. There are no exceptions. If a Jurat to be completed does not follow this form, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat form such as this one with does contain the proper wording. In addition, the notary must require an oath or affirmation from the document signer regarding the truthfulness of the contents of the document. The document must be signed AFTER the oath or affirmation. If the document was previously signed, it must be re -signed in front of the notary public during the jurat process. • State and county information must be the state and county where the document signer(s) personally appeared before the notary public. • Date of notarization must be the date the signer(s) personally appeared which must also be the same date the jurat process is completed. • Print the name(s) of the document signer(s) who personally appear at the time of notarization. • Signature of the notary public must match the signature on file with the office of the county clerk. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different jurat form. Additional information Is not required but could help to ensure this jurat is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. • Securely attach this document to the signed document with a staple. Agreement No. 6245 Bid Bond# 72408584 PROPOSAL GUARANTEE BID BOND POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 KNOW ALL MEN BY THESE PRESENTS that, Corral Construction & Development, Inc. , as BIDDER, and Western Surety Company , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum often percent of bid in DOLLARS ($ 107. ), which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this 19th day ofOctober 20 21 Corral Construction & Development, Inc. BIDDER* 5211 E Washington Blvd 2-122, Commerce CA 90040 562-762-6632 goxAm- C.-M ftas- . Western Surety Company SURETY* 101 S Reid,#300 Sioux Falls SD 57103 B1a�A Pfist r, Attorney —in —fact 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. 6245 CAUFORNIA ALL-PURPOSIN ACKNOWLEMMIUff CML CODE § 11E9 A notary public or q0w mercer cartpleting this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truftft ss, acwacy, or vali ty of that docun wt. State of California ) County of QLaaap ) On October 14, 2021 beforeme, Lianne Nahina, Notary Public Daft Here lnsert Name and Tide of the Officer e . i�appeared 81ake A. Pfister Name(s) of Signer(s) N' W Y W. II N.d , W f M r lY�. q • fMI 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. LIANNE NAHINA COMM. #.2314283 NOTARY PUBLIC-CALIFORNIA N Slg rre ORANGE COUNTY ,� of Notary Public MY COMM. EXR DEC 5, 2023t7 Place No#acy .Seel Above ) Though this section /s optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Desa"� of Title or Type of anent: Bid Bond# 7 2 4 B 8 4 anent N7ate: 0 c t o I) e r 14 2 0 21 Number of Pages, 1 _ Signor(s) Other Than Named e: n e Ca 6s) CWnwd by SignerM SNgner'S Name: Blake A. Pfister_ 0 Corporate Officer - Title(s): 0 Partner — 0 Limited 0 General 0 Individual . 0 Attorney in Fact 0 Trustee 0 Guardian or C*nservaW 0 Other: Signer Is Represerrtin�: Western urety Come Sigi>Ier's Name: ------- 0 Corporate Officer — Tdle(s): 0 Partner — 0 Limited 0 General 0 Individual 0 Attomey in Fact 0 Trustee 0 Guardian or Conservator 0 Other: Signer Is Representing: 02014 National Notary Association • wwwAstionalNotary.org • 1-800-US NOTARY (1-800-876-6827) item #5907 Western Surety CompaWment No. 6245 Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Blake A Pfister, Individually of Mission Viejo, CA, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation„ In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 24th day of August, 2018. "� WESTERN SURETY COMPANY r lain I". Bruflat, Vice President State of South Dakota ss County of Minnehaha On this 24th day of August, 2018, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOHR NTVrmy vVilve June 23, 2021 rurn+w r: k J Mohr, Nota 1'u� is CERTIFICATE 1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 19th day of October, 2021. WESTERN SURETY COMPANY +5 0 Mw N 001 _................_ .... ...,.,.,..._,................, L. Nelson, Assistant Secretary Fonn F4280-7-2012 Go to www.cnasurety.corrl > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity.. Agreement No. 6245 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: MbebK Class No.: C 3 3 2. The expiration date of BIDDER'S Contractor License is: L Lei 20 23 3. BIDDER acknowledges that Section 7028.15(e) of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non -responsive and shall be rejected by the public agency." The undersigned declares, under penalty of perjury, that the representations made by the undersigned in this bid proposal are true and correct. Executed on '� 20 Zt , at a IV y1, (insert City and State where Declaration signed). _fkh114_6X Signature Typed Name Title Company Name I-C-10 Agreement No. 6245 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of 1 ReU bt < oTU , being first duly sworn, deposes and say that he or she is Of M 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 sharp bid. Signat .-e Typed Name Title W a&AT�nrc, Name of Bidder/Company Name l �t� Date I-C-11 Agreement No. 6245 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: 0 OS1 3 trAIT- Business Name: Co w0ci�- Business Address: 6241 6. �Jr4s lt� c ✓►a 2 -� zL Telephone Number: s( 6�-) -11o2,- lo(d L Dated this 11 day of D 6�t. , 20 2j . I-C-12 Agreement No. 6245 DESIGNATION OF SUBCONTRACTORS POLICE DEPARTMENT WOMEN' S BATHROOM REMODEL PROJECT NO.: PW 22-02 Company Name: OtSvL:rW M' io/ 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 �m PR1zat7�o NS f SlRunGt i1�G Address (Number and Street) zlizittezA C&VA Subcontractor's Contractor License No., & DIR Registration No. (CSLB #) b 13 9 7 N Description of Portion of Work Subcontracted itxn no ja S Estimated $ Amount ) 0 00 6 °' (City, Zip Code) A1rIQ06'v't 100 (DIR #) 100000$i$ vtWnjM6 " 10040 fCk- Ay I' °l oG'10 (Make copies of this page if additional space is needed) bb let LW 1 Signature of Bidder Date I-C-13 Agreement No. 6245 REFERENCES Company Name: GO2 WNUT I 0999=0PM6 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: &&Izr PffK4(_ 14fTlo o n1 4 °6qCr, 1 Z46hKr Location: 10110 C"LOL C '9.30 t GLA vGV - r e o L3 Z Name and address of owner Z 360 2.S'3 - 51.13 Name and current telephone number of person familiar with project Type of Work: kjog cAj4sa"(- c Altcg a Wt'-o Contract amount: $_moo 0 0 a Date completed: lc ZD Amount of work done by my/our firm under Contract $ 2 001 voo Did your firm have any financial interest in Project? W 0 2. Project Title: ` g 1 "Vttf Location: &I5 . -f CM O*fl C-L t 30 L'IrZ-N�L CL Name and address of owner C-MUIL (0 (. 310) 57y - 7-3 2- Name and current telephone number of person familiar with project Type of Work: s Gwtw guronL t, Contract amount: $ JiJo o o o Date completed:... . ...... I lull) Amount of work done by my/our firm under Contract 1-J 0 a Did your firm have any financial interest in Project? IJb I-C-14 Agreement No. 6245 Project Title: AZMS!I]M&-I owl Location: '7Zg cj 107,qf- c4a ZI 3 6 • r-00-M-t It 8i,W Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ 22-'1 ) o ao Date completed: S ?,0 1 Ci�. Amount of work done by my/our firm under Contract $ 22-'1) 0 0 0 Did your fum have any financial interest in Project? fjo 4. Project Title: 1, l f"MOl N` Location: ►/v • /VI oS Iz Name and address of owner NN 01A 31v Sz - "G Name and current telephone number of person familiar with project: Type of Work: L QI� /Nr1 �G- Contract amount: 00 OIM_ _w Date completed: , (ZZ- 1 el Amount of work done by my/our firm under Contract $ 100 , 000 Did your firm have any financial interest in Project? I-C-15 Agreement No. 6245 Project Title: Po M Location: [r w (. S qo Gel" V tk/ EL SGG-Ld"a a M M2±!� fT Of- S66-t�o Ofo s' Name and address of owner O pt/1 "b (310) Name and current telephone number of person familiar with project: Type of Work: S-(WaUY►7 /UCMoPa-L Contract amount: $ 100 1 000 Date completed: 7 I.o 1-7 Amount of work done by my/our firm under Contract $ 00)0(10 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: W � 1 . 0 �, r yw, oo) 331 - te0 S ..... ly l 5 . Sob S(OLk Sly 51(93 � ► i3 1 S �-t°1 .. 14 4) ........ I-C-16 Agreement No. 6245 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS POLICE DEPARTMENT WOMEN' S BATHROOM REMODEL PROJECT NO.: PW 22-02 Company Name: Co CONSrs4=i.vPrncr- /�vc. 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. Have you ever been disqualified from any government contract? Yes ❑ No A 2, If yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes '21 No ❑ BiddeN Signature �� SoTp Name (Please Print) I-C-17 Agreement No. 6245 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] POLICE DEPARTMENT WOMEN' S BATHROOM REMODEL PROJECT NO.: PW 22-02 Company Name: GO matir N To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of Insurance Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO-CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 1185 or 88, or equivalent. Such insurance must be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 0106 92, including symbol 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A:VII." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of- state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." 10 Ict 10 2A Date BiPer Signature I-C-18 Agreement No. 6245 END PROPOSAL SECTION I-C-19 Agreement No. 6245 LABOR AND MATERIALS BOND POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 Bond No. 72426661 Bond Fee: Included in performance bond Corral Construction & Development, Inc. ., as principal ("PRINCIPAL") and Western Surety Company a corporation incorporated under the laws of the State of S o u t h D a k o t a 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 One Hundred F ;Four Thousand, Forly_Four Dollars ($144,044.00) , 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 POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT, SPECIFICATIONS NO. PW 22-02 ("Public Project"), the public works contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project. In the case of any default in the performance of the conditions and stipulations ofthis undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1.. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 22-02, and the public works contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 22-02), 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 I-F-1 Bond No. ' g�2dV'f)'t No. 6245 thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 22-02, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans -and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-F-2 Agreement No. 6245 Bond No. 72426661 SIGNED AND SEALED this 4 t h day of January Corral C truction & Development, Inc. P' PAL's PRESIDENT AL's SECRETARY PRINCIPAL's MAILING ADDRESS: 5211 E Washington B1#2-122 Commerce, CA 90040 Westn 20 22 ret,y Company SURETY Blake A Pfister, Attorney -in -fact SURETY's MAILING ADDRESS: 101 S Reid #300 Sioux Falls, SD 57103 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. 6245 CIVIL CODE 61189 F � p� or COW � ' this � verifies only the identity of the' indisridual who signed the �� to whh tt owI11100 Is aftedW, end not the trud UhM, WCWdCY, or val ty of that dominant. State of California ) County of Qranm- on Tannar'y 4, 2022 beforeme, Lianne Nahina, Notary Public__ pow Here Insert Name and Title of the Officer p i� appeared Blake A. Pfister Nanre(s) of Signers) +rMw�• n tl. a r -rd N: �,� *tl^ aW 1' M u.. ax iR r 0 : 1. - C a Ar . � w IiPERJURY PENALTY OF the laws of #* State of California that Ow foregoing Ira is true and correct. WITNESS my hand and official seal. �vb' LIANNE NAHINA Sigp � �� "� COMM. # 2314283 � SignattlB Of NOtarY Pu,�ic ., � NOTARY PUBLIC-CALIFORNIA fJ7 ORANGE COUNTY Cn "+ MY COMM. EXR DEC 5, 2023 Place Notary SOW Above OWN Though this section Is optional, completing this information can deter alteration of the document or freudulent reattachment of this form to an unintended document, of Aftelmd Doaxnerrt Title or Type of DOCUMSM Bond 72426661. _ Document Date: Tan , jar y 4, 20 2 2 Number of p Signer's) Other Than Named Above: N/A, None C by Signer's Name: Blake A. Pfister corporate Officer — Tit9lhy: 0 p — ® Limited 0 General EJ Individual ® Attorney in Fact Trustee ® Guardian or Conservator ® Other: Signer'sNarnw.ci rate Officer -- TMe(s)M_ 0 partner — ® Limited O General 0 Individual 0 Attorney in Fact p Trustee O Guardian or Conservator ❑ Other: SignIs Representing: Signer Is Representing: astern Surety om an 02014 National Notary Association • www.Ng0nWN0tary.0rg • 14;00-US NOTARY (14MS76-6627) Item #5907 Weste:rn Surety Compaflyment No. 6245 Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Blake A Pfister, Individually of Mission Viejo, CA, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In UnlimitedAmounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 24th day of August, 2018. WESTERN SURETY COMPANY .............. ......... Bruflat, Vice President State of South Dakota I ss County of Minnehaha On this 24th day of August, 2018, before me personally came Paul T. Bmflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOHR saPuW June 23, 2021 l�w"s=TllDw�sM. .. CERTIFICATE 1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 4th day of January, 2022. , vol'4 WESTERN SURETY COMPANY s CAw;� f o� L. Nelson„ Assistant Secretary Form F4280-7-2012 Go to www�acn surey.corn > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Agreement No. 6245 N? 3472 STATE OF CALIFORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO AMENDED Certificate of Authority THIS Is To Cxnwy, That, pursuant to the Insurance Code of the State of California, WESTERN SURETY COMPANY of SIOUX FALLS, SOUTH DAKOTA , organized under the laws of SOUTH DAKOTA , 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: SURETY and LIABILITY as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. Tms CmmnFiceTz is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation of any, 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 WrrN= Wm mwp, effective as of the—_21ST-.—.-.--day of--1MARCH , 197-5—, I have hereunto set my hand and caused my oftcial seal to be affixed this-2 ST-^ dart of._ MARCH 19 7 5 Fee WESLEY J. KINDER zwwanaa com"aNk" . Rec. No. Filed By r' NOTICE: Qualification with the Secretary of State must be accomplished as required by the California Corporations Code promptly after issuance of this Certificate of Authority. Failure to do so will be a violation of Ins. Code Sec. 701 and will be grounds for revoldng this Certificate of Authority pursuant to the covenants made in the apphosHon therefor and the conditions contained herein. Four CS-3 isr.. m a.».. wa mur±D or 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 Los Angeles } On Janua 5, 2022 before me, Rico Ban uela, N!ota Public personally appeared Renee Soto , who proved to me on the basis of satisfactory evidence to be the person(--) whose name(-&) Is re subscribed to the within instrument and acknowledged to me that heAt6pthey executed the same in hi e their authorized capacity(ies), and that by his (,fa their signature() on the instrument the person(-r)„ or the entity upon behalf of which the person(-) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r,,r IC ZLA Notary PubfiJ 'Si nature "` (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION .�l. INSTRUCTIONS FOR COMPLETING THIS FORM lrts foam r^orTpfies with current California stererrre.r regarding notarryr Irofy1a'rr„gand, DESCRIPTION OF THE ATTACHED DOCUMENT rf rreerf'd. should be reampleter;l and attaclrea'to the dac timenr:.„tckerou,ledgmenis from other states nu�y be covipl'erecif"or documents beingsent eo that stare so long Labor and Materials Bond as the stwi rlln does not rerluire the c4l(fo),nia natrny to w„lolare r alljbrrnrr noirar)„ raw. (Title or description of attached document) • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. ...... � •••••••••••••••— • Date of notarization must be the date that the signer(s) personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed. 01 /05/22 The notary public must print his or her name as it appears within his or her Number of Pages 3 DOCUment D e ................ _,,,m, commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they is /afe ) or circling the correct forms Failure to correctly indicate this 0 Individual (s) information may lead to rejection of document recording. ❑ Corporate Officer • 'Thc notary seal trnprrssion must be clear and photographically reproducible. Impression roust not cover text or lines If wA impression smudges„ rc-weal if a (Title) sufficient area permits, o1herwise complete a d'it`t"erent acknowledgmNit'forwn • Signature of the notary public must match the signature on file with the office of 11 Partner(s) the county clerk. Attorney -In -Fact Additional information is not required but could help to ensure this q� Trustee(s) acknowledgment is not misused or attached to a different document. Other Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer If the claimed capacity is a •• co orate officer indicate the title (i e CEO CFO Secretary) rp www NotaryClasses,com 800-873-9865 • Securely attach this document to the signed document with a staple. Agreement No. 6245 FAITHFUL PERFORMANCE BOND POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 Bond No. 72426661 Bond Fee: $ 4, 3 21 Corral Construction & Development, Inc. ("PRINCIPAL") and Western Surety Company .acorporation incorporated under the laws of the State of South Dakota and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY'S, are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of One Hundred Fo Four Thousand Fogy.Four Dollars ($144,044.00) lawful money ofthe United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 22-02, 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 22-02, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 22-02) 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. 6245 Bond No. 72426661 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("BSMC"). 5. SUREN, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 22-02 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6: This bond consists of this instrument; the plans and specifications identified above; and the following, two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy ofthe appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY'S representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-E-2 Agreement No. 6245 Bond No. 72426661 SIGNED AND SEALED this 4 t h day of January Corral Constr tion & Development, Inc. Western .. 2v Zi, 20 22 upvompany Gr P'C 's PRESIDENT SURETY Blake A Pfister, d Attorney —in —fact 's SECRETARY PRINCIPAL's MAII.ING ADDRESS: 5211 E Washington B1#2-122 Commerce, CA 90040 SURETY's MAILING ADDRESS: 101 S Reid #300 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. 6245 CALSFOMIA ALLALL*LWM ACKNOWUMMEW CIVIL CODE $1189 [�A=Wpubk or rs M this cwti icate verifies only the identity of the individual who signed the dto this coftdo Is stladvd, and not the truNftss► acasaw, or vafty of #W dommwt. State of California ) County of - r, a 13 9 P.) On January 4, 2022 beforeme, Lianne Nahina, Notary Public , Doe Here Insert Name and Title of the Officer personally appeared Blake A. Pfister Mwws) of Sig WO) who proved to me on the basis of satisfactory evil to be the person(# vie name(s) WAV to the within i acknowledged to me Mat 110141100WAIV executed the same in hislAftr the on* t� of which the and OW bymod. wed the '� WwOurc"t the I l oertHy, under PENALTY OF PERJURY Under the ISWS of the State, of Californiathat the foregoing Is true and correct. WITNESS my hand and official seal. k Ne" LIANNE NAHINA Signatur, COMM. # 2314283 Xrrafure Of NOtaly Public i� NOTARY PUBLIGCALIFORNIA � g °' " ORANGE COUNTY N MY COMM. EXR DEC 5, 2023 Place AbOy SOW Above Though this section is optional, completing this information can deter alteration of the document or fraudulent reatischment of this form to an unintended document Descr*ftn`f AlUmbed one 724266 6 1 Document Date: January 4, 2022 Title or Type of Document Number of P Signer's) Other Than Named Above: N 1 A , None C by SWMrW Sh;neee Blake A, Pfiste b corporate Officer -- Tide(#) ri l Urnited 0 Gener9d Individual ® Attorney In Fact Trustee ® guardian or Conservator ® Other: Signer Is ntingr astern Surety Company Signer's Name. 0 Copxate Officer — MOP): 0 Partner — ® Limited 0 General 0 IndWWual 0 Attorney in Fact 13 Trustee O Guardian or Conservator ® Other. Signer Is Representing: oil mein i 02014 National Notary Association • wwWNati0nalN0tary,0r9.14K -US NOTARY (1-80"76-6627) Item #5907 WesternSurety Cornpmyment No. 6245 Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Blake A Pfister, Individually of Mission Viejo, CA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 24th day of August, 2018. `ram WESTERN SURETY COMPANY _Z/400 1 ��bk 4.40 ^uul T. Bmflat, Vice President State of South Dakota I ss County of Minnehaha On this 24th day of August, 2018, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOHR June 23, 2021----------------------- J. Mohr, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 4th day of January, 2022. yyry, WESTERN SURETY COMPANY L. Nelson, Assistant Secretary Farm F4280-7-2012 Go to www.cnasuretv.com > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Agreement No. 6245 N° 3472 STATE OF CAIMPNIA DEPARTMENT OF INSURANCE SAN FRANCISCO AMENDED Certificate of Authority Trns Is To 0emm . That, pursuant to the Insurance Code of the State of California, WESTERN SURETY COMPANY of SIOUX FALLS, SOUTH DAKOTA , organized under the laws of SOUTH DAKOTA , 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: SURETY and LIABILITY as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. Tms QmmFic&T$ is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation of any, 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 r"Mr."111rom IN Wnw= WFMP.EOF, effective as of the—_21Sz----_-day of--1'fA$GI 1915, I have hereunto set my hand and caused my official seal to be affixed this-21ST-- day of- MARCH 19 7 5 Fee WESLEY J. KINDER t commit.ioe.. Rec. No. , Filed By'G" NOTICE: Qualification with the Secretary of State must be accomplished as required by the California Corporations Code promptly after issuance of this Certificate of Authority. Failure to do so will be a violation of Ins. Code Sec. 701 and will be grounds for revoldng this Certificate of Authority pursuant to the covenants made in the application therefor and the conditions contained herein. FOAM Ca•8 40"0." P-72 W r away or!!J MIZO 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 Los Angeles } On Janua 5, 2022 before me, Rico Banzuela„ Nota Public eruct a san arose o and We of e o mr personally appeared Renee Soto , who proved to me on the basis of satisfactory evidence to be the person(-&) whose name( -) rs re subscribed to the within instrument and acknowledged to me that he e they executed the same in hi a their authorized capacity(), and that by his a their signature(-&) on the instrument the person(s), or the entity upon behalf of which the person(.&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal, aw Ra� Notary Pu lic SignaUre U (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION .. INSTRUCTIONS FOR COMPLETING THIS FORM Ahrs �`nt�rr urtarrtFdles as^r'tPt csrr^r'errt t:ala�orrrla stLrAtrla^,a° rt.�ar^edz"rq� rrr�taa�+ +rerrellrr, rxrrrd DESCRIPTION OF THE ATTACHED DOCUMENT tf needed, should be coinpfce d and crterrche d io the docirr rent. Acknosi,a"reigmenis firm other, states rangy be heinga Sent to drat Sienese) hang* Faithful Performance Bond as the as ordin does ram require the Califorrtta artery to violate California nowly law. (Title or description of attached document) • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. -� • Date of notarization must be the date that the signer(s) personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her Number of Pages 3 Document Date 01 /05/22 commission followed by a comma and then your title (notary public),. • Print the name(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.. Wshe/Oey, is /afe ) or circling the correct forms. Failure to correctly indicate this El Individual (s) information may lead to rejection of document recording. ❑ Corporate Officer • 'nic notary seal impression must be clear and photographically reproducible. Impresxim antust not cover text or lines, if seal impression smudges, re -scat if a itle) sufficient area pernwits, othemisc complete a different ackno%vledgment fbran, s • Signature of the notary public must match the signature on file with the office of El Partner ( ) the county clerk. ❑ Attorney -in -Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date,. ❑ Other ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a t fficer indicate the title (i e CEO CFO Secretary) corpora e o www NotaryClasses com 800-873-9865 • Securely attach this document to the signed document with a staple Agreement No. 6245 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR POLICE DEPARTMENT" WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 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 MANDATORY PRE -BID MEETING TUESDAY., OCTOBER 5, 2021 AT 9:00 AM CITY HALL COURTYARD (SEE NEXT PAGE FOR LOCATION MAP) 350 MAIN STREET EL SEGUNDO, CA 90245 BIDS DUE TUESDAY, OC"T"OBER 19, 2021 AT 11:00 AM Agreement No. 6245 MANDATORY PRE -BID MEETING LOCATION: Agreement No. 6245 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, OCTOBER 19, 2021 OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED 3 Agreement No. 6245 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 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. 4 Agreement No. 6245 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 1. PROPOSAL, FIRST PAGE 2. BID SCHEDULES a. BASE BID b. ALTERNATIVE 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 PAGE I-A-1 TO A-3 I-B-1 TO B-8 I-B-1 I-B-I I-B-2 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-7 I-C-I TO C-17 I-C-1 I-C-3 I-C-3 I-C-4 I-C-6 I-C-8 I-C-9 I-C-10 I-C-11 I-C-12 I-C-13 I-C-14 I-C-17 I-C-18 I-D-I TO D-5 I-E-1 TO E-3 F. MATERIAL AND LABOR BOND I-F-1 TO F-3 Agreement No. 6245 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. GENERAL PROVISIONS II-B-1 TO B-34 0-1 STANDARD SPECIFICATIONS II-B-1 0-2 NUMBERING OF SECTIONS II-B-1 0-3 MODIFICATIONS 11-13-1 1-2 DEFINITIONS II-13-1 1-2.1 ADDITIONAL DEFINITIONS II-13-1 1-3 ABBREVIATIONS II-13-2 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-13-3 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 11-13-5 2-5.1 GENERAL II-B-5 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS II-B-5 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS II-13-6 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-B-7 2-9.3.2 MEASUREMENT AND PAYMENT II-B-7 3-3.2.2 BASIS FOR ESTABLISHING COSTS II-13-7 3-3.2.3 MARK UP II-B-7 W Agreement No. 6245 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 in PAGE II-B-8 II-B-8 II-B-9 II-B-9 II-B-9 II-B-10 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. 6245 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 6-11.1 OAPPEAL 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 100-1 TERMINATION OF AGENCY LIABILITY w PAGE II-13-20 II-B-20 II-13-21 II-13-21 II-13-21 II-B-22 II-B-22 II-B-22 II-13-23 II-13-23 II-B-24 II-13-24 II-13-24 II-B-27 II-13-28 II-B-29 II-B-29 II-13-29 II-B-29 II-13-30 II-13-30 II-B-30 II-B-3 l II-B-31 II-B-32 II-B-33 II-B-33 II-13-35 1I-13-35 Agreement No. 6245 SECTION III — SPECIAL PROVISIONS APPENDICES APPENDIX A: TECHNICAL SPECIFICATIONS APPENDIX B: SUMMARY OF FIXTURES, ACCESSORIES AND FINISHES APPENDIX C: SHOWER AND BATHROOM REMODEL PLANS APPENDIX D: CITY CONSTRUCTION AND DEMOLITION DEBRIS WASTE MANAGEMENT PLAN (WMP) FORM v Agreement No. 6245 NOTICE INVITING SEALED BIDS FOR THE POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 22-02 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, OCTOBER 19, 2021 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 furnishing all supervision, materials, labor, tools and incidentals, as required in the specifications and contract documents for the following project: "Police Department Women's Bathroom Remodel Project", on file with the City's Public Works Department. The work will take place at Police Department, at 348 Main Street, El Segundo CA, 90245. Work on the Project must be performed in strict conformity with Specifications No. PW 22- 02: Police Department Women's Bathroom Remodel Project which is filed with the Public Works Department. Contractors bidding the project shall provide a minimum of five government agency references, preferably municipal, 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 qualifications. 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 litt s:/'/wwNv.else $uiido.orgJ ,oNei-timer.itade)ai'tmetits/city-clerk/ll" i -rl') A pre -bid meeting is scheduled for Tuesday, October 5, 2021, at 9:00 am, at City Hall Courtyard, 350 Main Street, El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory. Questions regarding the bid shall be submitted by 4:00 pm on Friday, October 8, 2021 to l�I�:,J/www.�:ls�'undo.o�°:�/�overnt�ter�t/c1e at�t��ents/ ublic-works/re t�t.�ublic��vork�«Wl�id 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 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 I -A- I Agreement No. 6245 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. Prevailing Wage: Federal Labor Standards Provisions, including prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wage rates, the higher of the two will prevail. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment. Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code ("PCC") § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor's request. In entering into a Public Works contract, or a subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or Sub -Contractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and I-A-2 Agreement No. 6245 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 Public Works Department, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: "SEALED BIDS FOR PROJECT NO.: PW 22-02 POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" 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" and/or "B". 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 23rd day of September, 2021. CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk I-A-3 Agreement No. 6245 BIDDING INSTRUCTIONS 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 of licensure pursuant to this section must be made by production of a verified certificate of licensure from MIN Agreement No. 6245 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. 2.6 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.htmi 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: htLVs://wNNr%v.elsegundo ors4/govemment,/deai-tiiients/.tjbIic-, works/re nest- ublic-worts-bird Responses to all questions will be provided in writing to all Bidders in I-B-2 Agreement No. 6245 accordance with the schedule below. We will not identify companies or 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 4:00 pm, Friday, October 8, 2021 Questions Answered by 5:00 pm Tuesday, October 12, 2021 4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents will be made by Addenda. Clarifications, interpretations, corrections, and changes to the Bidding Documents made in any other manner will not be binding and Bidders must not rely upon them. 5. PRODUCT SUBSTITUTIONS. No substitutions will be considered before award of Contract. Substitutions will only be considered after award of the Contract and as provided for in the Contract Documents. 6. SUBCONTRACTORS. 6.1 Each Bidder will list in the Bid Form all first -tier Subcontractors that will perform work, labor or render such services. The Bid Form contains spaces for the following information when listing Subcontractors: (1) Work Activity; (2) name of Subcontractor; (3) city of Subcontractor's business location. Failure to list any of these items on the Bid Form will result in the City treating the Bid as if no Subcontractor was listed for the Work and that Bidder represents to the City that it is fully qualified to perform that portion of the Work and will perform do so. 6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline with the City's written consent in accordance with California law. 7. ADDENDA. 7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda. 7.2 Copies of Addenda will be made available for inspection at the City's Public Works Department. 7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued anytime before the Bid Deadline. 7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid. 8. PRE -BID CONFERENCE. Bidder will attend a Pre -Bid Conference where 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 I-B-3 Agreement No. 6245 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 in 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 Disqualifica- tions" 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. 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 I-B-4 Agreement No. 6245 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: "SEALED BIDS FOR PROJECT NO.: PW 22-02 POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT IN THE CITY OF EL SEGUNDO. 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 1-13-5 Agreement No. 6245 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 may be 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 inter]ineations, alterations, or erasures. 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. Agreement No. 6245 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. 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 I-B-7 Agreement No. 6245 14.7 14.8 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. 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. If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City's notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract, the City may reject such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. I-B-8 Agreement No. 6245 PROPOSAL FOR THE POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 Date -m 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 affect 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. I-C-1 Agreement No. 6245 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 CERTII~ ICE.TW BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLI. USION 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. 6245 BID SCHEDULE POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 Company Name: BASE BID ITEMS Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit Quantity Dollars/Cents Dollars/Cents Demolition — Removal of shower walls, toilet partitions, toilets, sinks, and other I fixtures & LS 1 accessories. Cutting masonry. Removal of floor, wall & ceiling finishes as re uired. _..... ........... .......... Underground 2 plumbing for new LS 1 fixtures Framing new walls with fixture blockings, rough plumbing. Install gypboard, backerboard, 3 leveling liners and LS I waterproofing. Floor tile, walls finishes, and ceiling finishes. All paintable surfaces to be ainted. Finish plumbing. Install new toilets, toilet partitions, 4 sinks, showers, and LS 1 other fixtures & accessories. Install doors, mechanical ......... ...... - ........ I-C-3 Agreement No. 6245 . _. ............... ......... _. .......... exhausts and electrical outlet covers as required. �. - Abatement of 5 possible hazardous LS 1 waste material such as asbestos TOTAL BID FOR ITEMS 1-5 IN FIGURES = $ TOTAL BID WRITTEN IN WORDS: I-C-4 Agreement No. 6245 BIDDER'S INFORMATION Company Name: BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) If corporation, State of Incorporation (i.e., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class Original Date Issued Expiration Date The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: I-C-5 Agreement No. 6245 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-6 Agreement No. 6245 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this day of _, 20,__. BIDDER Subscribed and sworn to this day of _,, 20 NOTARY PUBLIC I-C-8 Agreement No. 6245 PROPOSAL GUARANTEE BID BOND POLICE DEPARTMENT WOMEN' S BATHROOM REMODEL PROJECT NO.: PW 22-02 KNOW ALL MEN BY THESE PRESENTS that, , as BIDDER, and , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of _ _ .....-DOLLARS ($ _), which is ten (l 0%) 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 E1 Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this 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. 6245 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: Class No.: 2. The expiration date of BIDDER'S Contractor License is: 20 3. BIDDER acknowledges that Section 7028.15(e) of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non -responsive and shall be rejected by the public agency." The undersigned declares, under penalty of perjury, that the representations made by the undersigned in this bid proposal are true and correct. Executed on �, 20 at Signature Typed Name Title Company Name (insert City and State where Declaration signed). I-C-10 Agreement No. 6245 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 I-C-11 Name of Bidder/Company Name Date Agreement No. 6245 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: Title: Business Name:. Business Address: Telephone Number: (®� Dated this day of . I-C-12 Agreement No. 6245 DESIGNATION OF SUBCONTRACTORS POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 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. Sr.��,,,___..�.,, ubcontractor'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. 6245 REFERENCES Company Name: The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime Contractor or major Subcontractor within the past five (5) years: 1. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under Contract $ Did your firm have any financial interest in Project? I 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-14 Agreement No. 6245 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. 6245 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: 1-C-16 Agreement No. 6245 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 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: 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 ❑ No ❑ Bidder's Signature Name (Please Print) I-C-17 Agreement No. 6245 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 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 ,iml1,5,1a;11;;mice 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 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A:VII." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California , Worker's Compensation Coverage with the associated Waiver. Out-of- state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." Date I-C-18 Bidder's Signature Agreement No. 6245 END PROPOSAL SECTION I-C-19 Agreement No. 6245 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 This CONTRACT is entered into this day of 120 , 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. Agreement No. 6245 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within one hundred twenty (120) working days (the "Contract Time.") B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: 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 -parry 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. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. I-D-2 Agreement No. 6245 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: ThLCity Arianne Bola Senior Associate Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2364 abrakwi ,elsegUndo.org 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. I-D-3 Agreement No. 6245 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 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. 6245 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 I0 David H. King, Assistant City Attorney Insurance Reviewed by: I-D-5 Taxpayer ID No. Contractor State License No.: Contractor City Business License No.: Agreement No. 6245 FAITHFUL PERFORMANCE BOND POLICE DEPARTMENT WOMEN' S BATHROOM REMODEL PROJECT NO.: PW 22-02 Bond No. Bond Fee: ("PRINCIPAL") a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. 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 22-02, 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 22-02, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING NO. PW 22-02) 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 I-E-1 Agreement No. 6245 completion and acceptance by CITY. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 22-02 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. 6245 SIGNED AND SEALED this day PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY 20 SURETY'S PRESIDENT SURETY'sSECRETARY 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. 6245 LABOR AND MATERIALS BOND POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT NO.: PW 22-02 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 POLICE DEPARTMENT WOMEN'S BATHROOM REMODEL PROJECT, SPECIFICATIONS NO. PW 22-02 ("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 22-02, and the Public Works Contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 22-02), which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting equipment. I-F-1 Agreement No. 6245 3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 22-02, 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 be in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-F-2 Agreement No. 6245 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. 6245 SECTION 11- GENERAL RE I.)IREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS 1. RECIS'I RA"I:L(IiN 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 I 1=ORNIA"I IO 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. F[J NlSl IINQ OF WAT1:°.I 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'/z" Fire Hydrant water meter which will be furnished and installed by the City at a point convenient to the site of the work. This deposit will be refunded to the CONTRACTOR upon completion of the Project if, after removal and inspection of said meter by the City, it is found to be in satisfactory condition. In event of damage to this meter while 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- l Agreement No. 6245 6. SOUND CONTROL The Contractor will comply with all local sound control and noise level rules, regulations and ordinances that apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the Project or related to the Project, will be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine will be operated on the Project without said muffler. The use of loud signals will be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 7. AIR POI.,IAJTIOI' 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. "4a"OR lIR l.lNIFORM 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. 6245 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARQ SPEC] F [CATIONS 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 SI',CTIO S The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greenbook numbering. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook. 1-2.1 A'DDITI0 1r' 1, D T"INITION,S 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. 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. II-B-1 Agreement No. 6245 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. PCC — California Public Contract Code. Prompt - The briefest interval of time required for a considered reply, including time required for approval of a governing body. Public Works Director — The City's Public Works Director, or designee. ❑ (Check if applicable) State Standard Specifications - State of California Standard Specifications, dated July 1992, Business and Transportation Agency, Department of Transportation Working Days - A working day is defined as any day, except Saturdays, Sundays, legal holidays and days when work is suspended by the Engineer, as provided in Subsection 6-3 and days determined to be non -working in accordance with Subsection 6-7, "Time of Completion." 1-3 ABBREVIATIONS The following Subsection is added to Subsection 1-3 of the Greenbook. 1-3.1 The following abbreviations are added to Subsection 1-3 of the Greenbook; AAN American Association of Nurserymen AGC Associated General Contractors of America AISC American Institute of Steel Construction APWA American Public Works Association ASME American Society of Mechanical Engineers IEEE Institute of Electric and Electronic Engineers NEC National Electric Code Green Book The most current edition of the Standard Specification for Public Works Construction, and subsequent supplements prepared by Southern California Chapters of AGC and APWA WATCH Work Area Traffic Control Handbook SPPWC Standard Plans for Public Works Construction by the American Public Works Association current edition and subsequent supplements ASA American Standard Association CITY City of El Segundo SSP State of California Standard Plans, current edition SSS State of California Standard Specifications, current edition SECTION 2 — SCOPE AND CONTROL OF WORK II-13-2 Agreement No. 6245 The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACCESS TO P OJEC"l 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 OWN E S1111" ANI) USE OF Ct) RACT 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 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. I1-13-3 Agreement No. 6245 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 of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2-3.2 1 D1'.1`IONAL RESPONSIBILITY Add the following to Subsection 2-3.2 Additional Responsibility: The Contractor will submit experience statements for each subcontractor who will perform contract work that amounts to more than ten percent (10%) of the Work. 2-4 CONTRACT BONDS The following paragraph is added to Subsection 2-4 of the Greenbook. The Faithful Performance Bond and the Labor and Materials Bond must be paid up and in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by Subsection 6-8.1. 2-5 PLANS AND SPECIFICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. II-B-4 Agreement No. 6245 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 C NTRACT 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 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 II-B-5 Agreement No. 6245 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 R1GI.IT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1 ADDITIONAL WO ,Af. ,�11�Ia,AS AN`D FACII ITIES. 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 CONSTRtJCTION SLJRVEYING The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the I1-B-6 Agreement No. 6245 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 MEIASUREMENTAND 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 ESTABLISHING 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, 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 II-B-7 Agreement No. 6245 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 CONDITIONS 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 3. Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class I, Il, or III disposal site in accordance with applicable law. II-B-8 Agreement No. 6245 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: 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 REI tAREMENTS 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 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 II-B-9 Agreement No. 6245 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. 4-1.6 TRADE NAMES OR lW 11IALS Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words "or equal". For the City's consideration of a proposed "equal" item, the Bidder will submit, a minimum of ten (10) calendar days before the date of the bid opening, documentation of the particulars of the proposed "equal item". At a minimum, the submitted documentation will include: • Written request with explanation of why the product should be considered as an equal product. • Material specifications. • Technical specifications. • Test data. • Samples. ® Comparison chart of key specifications of the "equal" item against similar specifications of the specified item. ■ Work locations and reference telephone numbers of at least three (3) locations where the proposed "equal" item has been recently installed under similar conditions. • Warranty data. The Bidder will be notified by the Engineer whether or not the proposed "equal" product is acceptable to the City five (5) calendar days before the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City's rejection of the proposed "equal" product without further consideration. II-B-10 Agreement No. 6245 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORRECT I,OCAT[ON OF UTI1,1"11"IES 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 UTIUTY REMOVAL OVA . 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. 5-5.1 CALCULATMG 1D1.,E 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). II-13-11 Agreement No. 6245 6-1 CONSTRUCTION m�) S"-11"D%w4Luls AND CC.�M-ME.CE-ME3wT WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre -Construction MeetiM 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 SC.I 1ED1m.; LE 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 SCHEDLJ 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 isonly for the purpose of determining if the listed requirements are satisfied, nothing more. 6-1.3 E,FFI_7C"1" Ol° C'ONTI ACT SC11EDC. LE 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. II-B-12 Agreement No. 6245 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. 6-1.4 COMMENCEMI�N"1` 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. II-B-13 Agreement No. 6245 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 CONTR.AcTOR`S CONTROL OVER TIDE 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 Contractorwill be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the work completed and in place at the time of termination, less damages caused to the City by the Contractor's action or inaction. In the event of such termination of control, the City may do any one, or combination of, the following: I. Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor; 2. The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor; 3. The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor. Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law. 6-4.3 SURETY'S ASSUMPTION 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 II-13-14 Agreement No. 6245 the Surety from the premises. The City may then take possession of all material and equipment and complete the Work by City's forces, by letting the unfinished work to another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within 5 days of completion, all costs in excess of the sums due. The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law. 6-6 DELAYS AND EX`1mI,NSIONS OFTIME Subsection 6-6 is deleted in its entirety 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. 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 EXTENSIONS 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. II-B-15 Agreement No. 6245 6-6.3 PAYMENT FOR DELAYS TOw 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 and 7am-4pm on Friday. It is closed on the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veterans' Day Thanksgiving Christmas Eve Christmas New Year's Eve If the Contractor requests an inspection a day when City Hall is closed, then the Contractor will have to reimburse the City for the costs of inspection. The Contractor must request such an inspection at least 48 hours in advance. City inspections during hours when City Hall is closed are subject to inspection overtime fees to be paid for by the Contractor. If the Contractor does construction on a day when City Hall is closed, that day is counted as a project working day. II-13-16 Agreement No. 6245 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 I IOLII AY" WORK The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLETION AND ACCEPTANCE Subsection 6-8 is deleted in its entirety and replaced by the following: The Work will be inspected by the Engineer for acceptance upon the Engineer receiving the Contractor's written assertion that the Work is complete. If, in the Engineer's judgment, the Work is 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 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. II-B-17 Agreement No. 6245 6-9 [,IQ[ p11 LV C L) DAI��l iES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 FA I LU RE TO COMPLE_I F' WORK ON TIM 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 in 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 PROCEQ1JRF.I 6- l 1.1 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: I . Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine. 2. Claims respecting personal injury, death, reimbursement, or other compensation arising out of or resulting from liability for personal injury or death. 3. Claims respecting a latent defect, breach of warranty, or guarantee to repair. 4. Claims respecting stop notices. If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor's Change Order Request. If a Claim is not subject to the Change Order Procedures, the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. 11-B-18 Agreement No. 6245 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. 3. 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. 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 II-B-19 Agreement No. 6245 documentation demonstrating the Contractor's entitlement to such an adjustment. 8. A personal certification fi-om the Contractor that reads as follows: "I, BEING THE (MUST BE AN OFFICER)mm 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 C[,,,A-]..MS SIJBMITTEDTO 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 ("I'LAIM IS PRERE 1JSC rF (Y(:)TIIER REMEDY The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor's right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law. 6-11.5 DECISION ON CLAIMS The Engineer will promptly review Claims submitted by the Contractor in accordance with these Specifications. Should the Engineer require additional supporting evidence 11-B-20 Agreement No. 6245 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. 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. II-B-21 Agreement No. 6245 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 WIJEN ARBITRATION DECISION BECOME 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]" 0 SUPERIOR COI_iRT, WAIVER OF AJRY `l"1 IAL Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure ("CCP") §§ 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party. BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES. 6-11.11 AB 626 CLAIMS 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: II-B-22 Agreement No. 6245 (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 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 II-B-23 Agreement No. 6245 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 D OF WAGES PAID. INSPECTION EC°TION 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 INSURANCE 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 Workers' Compensation ISO FORM CL 00 02 01 85 or 88 CA 00 01 01 87 COMBINED SINGLE LIMIT $2,000,000 $1,000,000 Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. II-B-24 Agreement No. 6245 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 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: II-B-25 Agreement No. 6245 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 of 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 11 85, or equivalent. Certificate/endorsement for Workers Compensation Insurance will be furnished on State Comp Fund or other industry standard form. Except for worker's compensation insurance, all insurance required herein will be placed with insurers with a Best's Rating of not less than A:VII. Worker's compensation insurance policies will meet the requirements of California law. All subcontractors employed on the work referred to in this contract will meet the insurance requirements set forth for Contractor. Contractor will furnish certificates of insurance and endorsements for each subcontractor at least five days before the subcontractor entering the job site, or Contractor will furnish City an endorsement including all subcontractors as insureds under its policies. Except as provided in Subsection 6-10, the Contractor will save, keep and hold harmless the City, its officers, officials, employees, agents and volunteers from all damages, costs or expenses in law or equity that may at any time arise or be claimed because of damages to property, or personal injury received by reason of or in the course of performing work, which may be caused by any willful or negligent act or omission by the Contractor or any of the Contractor's employees, or any subcontractor. The City will not be liable for any accident, loss or damage to the work before its completion and acceptance, except as provided in Subsection 6-10. The cost of such insurance will be included in the various items of work in the Contractor's bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed. I1-B-26 Agreement No. 6245 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 IJL,l I NSI:: 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 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. II-B-27 Agreement No. 6245 No act by the City, or its representatives in processing or accepting any plans, in releasing any bond, in 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. 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. II-B-28 Agreement No. 6245 7-8.1 CLEANUP ,AND QUSTCONTROL 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. 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. II-B-29 Agreement No. 6245 (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 PRO1TEC '[ON ANI ICES"lO1 A 1"iON OF EXIS"l"11` C 1 f'I OVEI° ENTS The following requirements are added to Section 7-9: Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor's operations, such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements. Relocations, repairs, replacements, or re -establishments will be at least equal to the existing improvements and will match such improvements in finish and dimensions unless otherwise specified. 7-10 PUBLIC CONVENIENCE AND SAFETY The following requirement is added to Section 7-10: 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 wil l 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. II-B-30 Agreement No. 6245 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 S"1"Rl. E"1`+t:°l.1OSURES, DEf'J`OURS. BARRICADES Street closures will not be allowed except as specifically permitted by the Engineer. The Contractor will prepare any traffic control or detour plans that may be required as directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30) to one (1). Temporary traffic channelization will be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain. Where access to driveway or street crossings need to be maintained, minimum 1 1/4 inch thick steel plating will be used to bridge the trench. All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over 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 P, R,C) I EC"C1Cl1 O` °I ImI T 1,J E I lC 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 II-B-31 Agreement No. 6245 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. 7-15 IJAZA D S 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 II-B-32 Agreement No. 6245 work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMP SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean up of site. Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Engineer as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component. This schedule will be the basis for progress payments for the lump sum work. 9-3.2 PARTIAL AND FINAL AL PAYMENTS, 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 II-13-33 Agreement No. 6245 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. 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 II-B-34 Agreement No. 6245 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 - I1-B-35 Agreement No. 6245 SECTION III — SPECIAL PROVISIONS 1-0. GENERA L SCOI'1: , TIME FOR COMPLETION. AN[�) L, (fit_',__ jON ()E WOR 1-1. General Sceof Work: The work to be done consists, in general, of removal of existing finishes from the interior walls, floors, fixtures and accessories, and installation of new tiles on walls and on the floor, installation of new finishes, fixtures, and accessories, painting all paintable surfaces, and all appurtenant work in connection therewith, at the women's restroom at Police Department building in the City of El Segundo, in accordance with the latest edition of the Green Book and California Building, Electrical, Plumbing, and Mechanical Codes, ADA and these specifications. 1-2. I- cation e)l the 'Work; The project will occur at Police Department, 348 Main Street, El Segundo, CA 90245 1-3. Workin Da sand Time for Com letion: 1. Contractor will commence work on date specified in the Notice to Proceed to be issued to the Contractor by City of El Segundo Public Works Department and shall complete work within one hundred twenty (120) working days after the date of commencement.. 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, Arianne Bola, Project Manager 310-524-2364 shutdown of work, Lifan Xu, City Engineer 310-524-2368 or resumption of Elias Sassoon, Director of Public Works 310-524-2356 work after shutdown 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 II1-A-1 Agreement No. 6245 facilities are affected by CONTRACTOR'S work: 2-1 2-2 3-0 1. Underground Service Alert (all excavation in public right-of-way) 800-227-2600 2. City of El Segundo — Water Division 310-524-2742 3. City of El Segundo - Wastewater Division 4. City of El Segundo - Recreation and Parks 5. Southern California Gas Company 6. Southern California Edison Company (SCE) 7. AT&T 8. Time Warner Communication (Cable) 9. Los Angeles County Sanitation District 10. El Segundo Unified School District NO I'ARK1NG NOTIFICATIONS 310-524-2754 310-524-2707 310-671-9002 3 l 0-417-3366 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 in order to ensure the 72-hour requirement has been met. 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. NOTIFICATION OF RESIDENTS The City will require the Contractor to distribute one (1) "Public Notice" to each resident affected by the construction. Notice must be approved by the City prior to distribution. The notice shall be distributed minimum five (5) calendar days prior to the start of any work. Notice shall be attached to a red information hanger provided by the Contractor and hung on the front door knob of every resident on the project streets. Notices shall include the project times, dates, working hours, and description of project activities. If any changes occur to project times, dates or working hours, the Contractor will revise and re -deliver the Notice to affected persons. MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: III-A-2 Agreement No. 6245 1. Obtaining and paying for all required bonds, insurance, permits, and licenses. 2. Completing and submitting required documents as required per specifications. 3. Moving on to the site of all Contractor's equipment required for operations. 4. Installing and removing of all temporary facilities required for operations. 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 City staff, residents, businesses and motorists, including temporary warning and safety signage where construction is or will be occurring. Notification shall be furnished by Contractor and shall be distributed seventy-two (72) hours prior to work in that area. 8. Re -notification of all affected parties for all construction schedule changes 9. Protection of utility facilities, landscapes, pavements, structures, and any existing condition and other public property in place during any construction activities. This includes protection of planter boxes and vegetation. 10. Providing Best Management Practices (BMPs) necessary to comply with NPDES requirements. 11. Bringing unforeseen field conditions to City staff s attention in a timely manner 12. Restoration to existing standard conditions or better, of private and public property damaged during construction. 13. Removal and disposal of any existing unused materials from the project sites. 14. Demobilization 3-1. 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 surface above them has been removed, to ascertain if tree root barrier installation or full tree removal is necessary. 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 any excavation for construction. Where necessary, the contractor shall replace residential landscaping or sprinklers damaged by construction after construction is complete. 3-2. 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 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. 3-3, 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 to return public right- of-way to the same or better condition as that existing prior to construction. III-A-3 Agreement No. 6245 4-0. CONSTRUCTION & D17-MOLITION MATERIALS RECYCLING P1�CREMI NTS 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: PART1 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. 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. 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. 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. 1.2 DEFINITIONS A. 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. III-A-4 Agreement No. 6245 B. 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 projects. C. Contracting Officer. The City of El Segundo City Engineer or designee. D. 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. E. 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. F. Diversion or Divert. The reuse or recycling of construction and demolition debris to avoid disposal in a landfill. G. Enforcement Agency (EA). Enforcement agency as defined in Public Resources Code 40130. H. Inert Disposal Facility or Inert Waste Landfill. A disposal facility 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. III-A-5 Agreement No. 6245 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 A. Identify reuse, salvage, and recycling facilities: Refer to the City's website for a list of local organizations and companies. l�tt s://www.elseaundo.��r=J>o°wem•nme��t/de�aaNtr��entsisublic-v��or1�s/trash-recciin�� 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. Identify materials that are feasible for salvage, determine requirements for site storage, and transportation of materials to a salvage facility. 2. 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. III-A-6 Agreement No. 6245 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 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: Form PW-A — Project Information b. Form PW-B — Pre -Project Worksheet 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 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 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: li,tt s://www.elsegutido.or /lover°nmetit/de ai-tnients/ ublic-woi-ks/trasli-rec rclinx C. Become familiar with the conditions for acceptance of new construction, excavation and demolition materials at recycling facilities, prior to delivering materials. III-A-7 Agreement No. 6245 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: l . 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 btt° ://wvvw.lad ;)w.oig/e d/lacomax. 2. California Materials Exchange (Ca1MAX) 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.calrec cle.ca. Gov/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&/restores. 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. - END SECTION — 5-0. WORK SCHEDULE Contractor shall be responsible for providing a workable construction schedule that incorporates the following conditions: 1. The schedule for the work is subject to the approval of the Public Works Department. III-A-8 Agreement No. 6245 2. All work shall take place Monday through Friday between the hours of 7:00 am and 4:00 pm unless previously approved by the Public Works Director, City Engineer, or Project Engineer for any other day of the week. The Contractor shall coordinate all inspections and final sign -offs for permits and the project with Public Works Department and Building Safety staff. 6-0. EXAMINATION OF .IOI SrF[: ANC) MFASt.1I�F MFLN"r" VEWFICA°I'[ON The BIDDER shall make a detailed physical inspection of the project site before submitting the proposal. It is understood that the BIDDER has thoroughly examined the specifications, sites and conditions under which work will be performed before submitting a proposal and has satisfied himself regarding existing conditions and existing access conditions which may affect bid prices for the proposed work. Measurement Verification: Contractor shall verify all field measurements and determine quantities prior to ordering materials. Contractor shall procure all material and confirm all parts are onsite prior to beginning installation. 7-0. INSPECTION Section 4-1.3 on page II-B-9 of these Specifications is supplemented by the following additional requirements: 1. 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. 4. Inspection of the work shall not relieve the Contractor of the obligations to fulfill all conditions of the contract. 8-0. WORK AREA SAFETY All work shall conform to all applicable State, local, regional and Federal codes, ordinances, and regulations as prescribed by the City. 1. The Contractor shall conform to the rules and regulations pertaining to safety established by the California Division of Occupational Safety and Health of the Industrial Relations Department (CAL -OSHA). III-A-9 Agreement No. 6245 2. The CONTRACTOR shall place and maintain signs, cones, barricades, security fences, and other safety devices as needed for the safety of and the general public, City personnel, and the Contractor. 8-0, USE Ol.. " PRIVATE PROPERTY AND PROTEMION OF EXISTING IMPROVEMENTS The use of any private property or utilities on private property by the Contractor is prohibited. The prohibited uses include, but not limited to Contractor's use of water, electricity or natural gas from the private property, and storage of material or equipment, and turning around/parking of his vehicles on private property. 1. Existing public and/or private improvements, adjacent property, utility and other facilities and trees and plants shall be protected from injury or damage. 2. Any damage to the facilities, public, or private property that takes place as a result of the contractor's work shall be repair or replaced to the City's satisfaction by the contractor at no cost to the City. 3. Access to driveway shall be maintained at all times for residents. 9-0. STORAGE 01"'NIATERIALS AND EQUIPMENT 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 it 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. 10-0. DISPOSAL L. OF REMOVALS There are no authorized dump facilities within the City of El Segundo. All removed material shall become the property of the Contractor and shall be legally disposed of by Contractor at the end of each work day away from the site of work. 111-A-10 Agreement No. 6245 11-0. P[JBL1C WORKS ENC1 O &I-li'1»^'NENT PERMITS The Contractor will be required to apply and obtain applicable permits from the Public Works. The Contractor's work shall adhere to the City standards and applicable codes including the California Building Code, Plumbing Code, Electrical Code, and Mechanical Code. The Contractor shall call the Inspector at least 24 hours in advance for inspections. All noted deficiencies on permits shall be corrected by contractor. The project will not be accepted as complete until contractor obtains a final sign -off for all permits. 12-0. NPQFS -COMPLIANCE Contractor shall comply with the latest version of the Los Angeles Regional Water Quality Control Board (LA RWQCB) NPDES MS4 Permit for storm water and non -storm water discharges. Contractor shall not discharge or permit to be discharged to any street, channel, river, storm drain, or any appurtenances thereof, any non -rain water or other liquid substance from the project or from operations pertaining to the project site, unless the discharge is specifically listed as exempt or conditionally exempt in the most current MS4 Permit 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 LA RWQCB MS4 Permit. 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. Depending on the size of the project and/or construction activities of the project, the Contractor may be required to comply with the State Water Resources Control Board (SWRCB) Construction General Permit (Adopted Order 2009-0009-DWQ and subsequent amendments). Contractor shall refer to the SWRCB Construction General Permit for construction activities covered and be responsible for implementing requirements if subject to the Construction General Permit. 13-0. COMPLETION Upon completion of work at each site, the Contractor shall conduct careful inspection with the City Inspector and shall correct all defective work to the satisfaction of the Owner. The Contractor shall coordinate all inspections and final sign -offs for Encroachment Permits with City staff. All scrap, litter and debris resulting from operations specified herein, shall be removed and the premises left in a clean and satisfactory condition. III -A -I I Agreement No. 6245 14-0. WARRANTY The Contractor and/or manufacturer shall warrant all work performed under this Contract for a minimum of one (1) years from the date of Owner's acceptance of completed job. Any defects in materials or workmanship appearing during this period shall be corrected without cost to the City. - END OF SECTION - III-A-12 Agreement No. 6245 Technical Specifications Agreement No. 6245 SECTION 1. GENERAL REQUIREMENTS 01000 STANDARD PROVISIONS 01001 APPLICABILITY OF STANDARD PROVISIONS The work shall be performed in accordance with "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (Green Book), latest edition, including any supplements, hereinafter referred to as 'Standard Specifications', the latest editions of the California Building Code, California Plumbing Code, California Electrical Code, California Mechanical Code, and American with Disabilities Act (ADA), and in accordance with these Special Provisions. In case of conflict between the Standard Specifications and these contract specifications, the contract specifications shall take precedence. 01002 SUBMITTALS A. Prior to the commencement of work, the Contractor shall submit the following information and reference materials for approval, and obtain a building permit from the Building Official. 1. Produce data sheets for the tile flooring and wall products. 2. Material manufacturer's installation requirements for suspended ceiling, toilet partitions, toilet seats, plumbing fixtures, vanity cabinet, accessories, and all other items called for to be replaced or newly installed. 3. Material Safety Data Sheets, as applicable, for all of the above -listed products. 4. A detailed work schedule indicating the start of work and the completion of each phase of work. B. Prior to the City's final acceptance and issuance of final payment, the Contractor shall provide the following: 1. Completed and signed off Building Permit, inspections and approval for all items that are part of this project as directed by the Building Official. 2. Specified warrantees and as built drawings. 01003 OUALlTY C:ONTRO _, A. The Contractor shall use only skilled workers completely familiar with the products and the manufacturer's current recommended methods of installation. B. No person installing any portion of the work in an unsatisfactory manner or whose conduct is disruptive, in the opinion of the City, shall be allowed to continue. The on -site foreman shall promptly discharge such persons from the project jobsite. C. The Contractor shall keep, at the work site, a copy of a set of approved plans and specifications at all times during the work. D. The Contractor shall, upon discovering any potential error or omission in the plans or specifications, immediately notify the City, in writing, of the concern. E. The Contractor shall complete all work in accordance with the requirements of the current California Building Code, the material manufacturer's published general installation requirements, and industry standards. In the event of a conflict with these specifications and drawings with the above, the more stringent requirement shall prevail. F. The Contractor shall obtain the appropriate permits from the Building Division (building, plumbing, electrical, etc.). "No Fee" permits shall be issued; however, the Contractor and Agreement No. 6245 all its sub -contractors shall obtain and/or possess all the required licenses, including the City's business license, at their own cost. 01004 MEETINGS A. Pre -Construction Meeting 1. Prior to the installation, representatives from the City, Architect/Engineers, Contractor, and Material Manufacturers shall meet at the jobsite to review the installation. 2. The Contractor shall coordinate required inspections with the Building Inspector and contact the Building Division for scheduling inspections. B. Inspections and Permits 1. The Contractor shall coordinate all required inspections with the Building Inspector and post the permit at the work site prior to the start of work. 2. The Contractor is to notify the Building Division a minimum of forty-eight (48) hours in advance prior to the start of work. No installation without inspection will be permitted. Work performed without inspection is subject to removal and replacement. C. Changes in Work 1. Any changes in the scope of work which could result in an additional cost to the City or a reduction in cost to the City must be approved in writing by the City prior to installation. 01005 Rl- OVAL, 121m�,1C.D A1-, OF NQ1 a f3E�ST0S lA 1I" ,IA�.S A. The Contractor shall remove all materials stated in scope of work/general requirements. B. The Contractor is to keep the premises clean and free from accumulations of waste materials and rubbish at all times. The Contractor shall remove all debris, scrap, and rubbish from the work area daily, or other means approved by the City, to prevent injury or damage to personnel, equipment, building or premises. C. The Contractor is responsible for all damage resulting from related work. D. All materials to be disposed of shall be loaded directly from the building into trucks or disposal containers by means of approved methods that will prevent damage to building and grounds, and to preclude pollution. E. No accumulation in the staging area of materials to be disposed will be permitted at any time. The Contractor is responsible for prompt removal from the site and disposal in accordance with local codes and ordinances. 01010 DESCRIPTION OF WORK The work to be done consists, in general, of removal of existing finishes from the interior walls, floors, fixtures and accessories, and installation of new tiles on walls and on the floor, installation of new finishes, fixtures, and accessories, painting all paintable surfaces, and all appurtenant work in connection therewith, at the Women's restroom and shower at the PD building in the City of El Segundo, in accordance with the latest edition of the Green Book, and California Building, Electrical, Plumbing, and Mechanical Codes, ADA and these specifications. 01011 UTILITIES Agreement No. 6245 The City has endeavored to locate and show on the plans approximate locations of all utilities and facilities to be encountered during construction. However, Contractor shall exercise reasonable care to protect existing utilities whether shown on the plans or not. Contractor shall promptly notify City of any utility lines which Contractor locates during the course of the work which may require protection or relocation. Contractor shall protect facilities shown on the plans as, "To be relocated," both prior to and after the relocation work, and any damage to such facilities shall be immediately repaired to the owner's satisfaction at no cost to the City. All utilities designated on the plans to be protected in place shall be carefully uncovered if located within the lines of excavation and time shall be allowed for the project manager to field -check the location of such utilities to make certain that they will not interfere with construction. In the event a utilities conflict exists, the City will either arrange for utility owner to relocate the utility or adjust grade and/or alignment of the proposed improvement. In the event any such facility should be disturbed or damaged, the Contractor shall at once make repairs to the satisfaction of the owner or arrange with the owner to make repairs at no cost to City. 01012 EXA INATIONOFPLANS �_SPL IFICA1`l{ NS Alfij! S1TEOl 111L WORKS The plans and specifications to which the proposal forms refer are on file and open to inspection in the Office of the City Engineer. The plans indicate conditions at the site of the work as they are believed to exist, but it is not intended, nor to be inferred, that such indication constitutes a presentation by the City, or any officer thereof, that the conditions so indicated are actually existent, nor shall the City or any officer or employee thereof, be liable for any loss sustained by a Contractor as a result or consequence of any variance between such conditions as indicated and those actually revealed during the progress of the work, or otherwise. Therefore, prior to the award of the contract, Contractor was required to, and did, carefully examine the plans and specifications, and the site of the proposed work, and to judge for itself as to the nature and location of the work to be done and the general conditions relative thereto; and the submission of Contractor's proposal, which has been accepted by the agreement between the parties, will be considered prima - facie evidence that the Contractor has made the necessary investigation and is satisfied with respect to the conditions to be encountered, the character, quantity, and quality of the work and materials to be performed or furnished, and the requirements and provisions of the plans, specifications, and Contract Documents. 01013 ESTIM ATEmOfw" llAl �:mmllE'S The quantities shown in the proposal shall be considered as approximate only, being listed therein for materials to be performed or furnished, and as a basis for the comparison of bids; and the Public Works Manager does not guarantee or agree, either expressly or by implication, that the actual amounts required will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of work or material to be performed or furnished, or to omit any such item or portion, in accordance with the provisions relative thereto set forth in the Standard Specifications. 01014 PERMITS. LICENSES. AND INSPECTIONS Agreement No. 6245 The Contractor and subcontractors shall obtain a City business license, rp for to any commencement of work. City building permit, is required; however, they will be issued at no cost to the Contractor. The Contractor and all its subcontractors shall comply with the Clean Air and Federal Water Pollution Control Acts and the regulations of the Environmental Protection Agency. The Contractor and/or the Contractor's subcontractors shall pay for and obtain all necessary permits to comply with these acts and regulations. 01015 CONI UC l�(; F CONSTRIJCTION OPERATIONS Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to employees' workstations. Convenient access to offices, workstations, restrooms, vending machines, and equipment shall be maintained and kept in good condition. No material or equipment shall be stored where it will interfere with the free and safe passage of office personnel. At the end of each day's work and at other times when construction operations are suspended for any reason, the Contractor shall remove all equipment and other obstructions from the office and break room areas. All spillage, and any excessive dirt or debris caused by hauling operations or moving equipment along or across the building shall be removed immediately at the Contractor's expense. 01016 OSHA All Contractors and subcontractors performing work shown on or related to these specifications shall conduct their operations so that all employees are provided a safe place to work and the public is protected. All Contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations "Construction Safety Orders," and the City Engineer shall not be responsible in any way for this compliance. Contractor further agrees that the Contractor will assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the owner and City harmless from any and all liability, real or alleged, in connection with the performance of work on the project, except for liability arising from sole negligence of the owner or the City. 01017 CONSTRUCTION MA l 1 RIAL STORAGE It shall be the Contractor's responsibility to locate any storage sites for materials and equipment needed, and such sites must be approved in advance by the City. 01018 DAMA(JES f IJE TO C " NSTRUCT1O9 Street pavement, curbs, gutters, sidewalks, driveways, sprinklers, grass, landscaping, or any other City -owned equipment/materials damaged as a result of the Contractor's operation shall be repaired in accordance with the City's standard drawings and specifications at the Contractor's sole expense, as soon as possible. Agreement No. 6245 01019 SOLJND CONTROL The Contractor shall comply with all local sound control and noise level rules, regulations, and ordinances which apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler. Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 01020 NPDES REQUIREMENTS The contractor shall conform to the requirements of the National Pollutant Discharge Elimination System (NPDES) Permit for Construction Activities, and the Drainage Area Management Plan (DAMP) in compliance with the Federal Requirements for the Control of Urban Pollutants to Storm Water Runoff. As a part of the requirements of the DAMP, the Contractor will prepare and implement a Storm Water Pollution Prevention Plan (SWPPP) prior to the start of construction activities. The SWPPP will identify the Best Management Practices (BMPs) the Contractor will use to prevent pollutants from entering the storm drain systems. In addition, the Public Works Manager may require the contractor to install additional BMPs as needed to prevent pollutants from entering the storm drain system. 01030 SPECIAL INSTALLATION DETAILS 01031 GENERAL Flooring, cove base and all other work shall be complete, notwithstanding discrepancies or incompleteness or inaccuracies between the Standard Specifications and these Special Provisions. It shall be the responsibility of the Contractor to provide and install the proper and necessary quantities of items to result in new flooring and cove base. Full compensation for furnishing all materials, labor, tools, equipment and incidentals, and performing all the work required, shall be considered as included in the lump sum price paid for the restroom work, and no additional compensation will be allowed. The lump sum amount shall include all tasks needed to complete the job to the City's satisfaction. This work shall consist of supplying all labor, methods or processes, implements, tools, machinery, equipment and materials to complete the cove base and flooring, including preliminary preparation, and protection of new work, as directed by the Public Works Manager, to provide a completed project. 01032 EQUIPMENT AND MATERIALS Before the commencement of work, the Contractor shall furnish the Public Works Manager with a statement from the vendors. Said statements shall state the date that any materials ordered are shipped. The City shall not be liable for any delay to performance prior to delivery of these submittals. Agreement No. 6245 SECTION 01100 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for cutting and patching. B. Related Sections: The following Sections contain requirements that relate to this Section: Division 1 Section 01040 "Coordination" for procedures for coordinating cutting and patching with other construction activities. Division 2 Section 02070 "Selective Demolition" for demolition of selected portions of the building for alterations. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. a. Requirements of this Section apply to electrical installations. Refer to Division 16 Section 16100 "Electrical Basic Materials and Methods" for other requirements and limitations applicable to cutting and patching electrical installations. 1.3 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures well in advance of the time cutting and patching will be performed. 1~ equest approval to proceed. Include the following information, as applicable, in the proposal: 1. Describe the extent of cutting and patching required. Show how it will be performed and indicate why it ca.uiaiot be avoided. 2. Describe anticipated results in terms of changes to existing construction. Include changes to structural elements and operating components as well as changes in the building appearance and other significant visual elements. 3. List products to be used and firms or entities that will perform Work. 4. Indicate dates when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out -of -service. Indicate how long service will be disrupted. Coordinate interruptions with Owner. 6. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure. Agreement No. 6245 Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of unsatisfactory work. 1.4 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load -carrying capacity or load -deflection ratio. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements where applicable: a. Foundation construction. b. Bearing and retaining walls. C. Structural concrete. d. Structural steel. e. Primary framing. 9. Structural decking. h. Miscellaneous structural metals. i. Equipment supports. j. Piping, ductwork, vessels, and equipment. B. Operational 1-hnitations: Do not cut and patch operating elements or related components in a nianner Tlial would result in reducing their calmcity to petf,(,)rin as intended. Do not eta and patch operating elements or related components ill a manner that would result in increased maintenance or decreased operational life or safety. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems: a. Primary operational systems and equipment. b. Air or smoke barriers. C. HVAC systems. d. Water, moisture, or vapor barriers. e. Membranes and flashings. f. Fire protection systems 9. Noise and vibration control elements and systems. h. Control systems. i. Communication systems. J. Electrical wiring systems, including emergency power systems. C. Visual lZequireimnts: Do not cut and patch construction exposed in occupied spaces, in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualifies. Do not Cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction Cut and patched in a visually unsatisfactory manner. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL Agreement No. 6245 A. Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. Use materials whose installed performance will equal or surpass that of existing materials. B. At plaster ceilings and walls to be CLA and patched, patch with a plaster system to match existing, Entire surface to receive a skin coat over the surrounding area to the nearest inside or outside: corner For a smooth paint application to conceal all patched areas. PART 3 - EXECUTION 3.1 INSPECTION A, Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting, If unsafe or unsatisfactory conditions are enCOLIntered, take con-ective action before proceeding. Before proceeding, ineet, at the Project Site with parties involved in Cutting and patching, including electrical trades. Review areas of potential interference and conflict, Coordinate procedures and resolve potential conflicts before proceeding. 3.2 PREPARATION A. Temporary Support: Provide temporary support of work to be cut, as required, B. Protection: Protect existing construction and adjacent facilities to remain during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. Provide safe and protected paths of travel for building occupants and public users as required. D. Avoid cutting existing pipe, conduit, or dUcINvork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Cut existing construction to provide For installation of'offier components or performance of other construction activities and the subsequent fitting and patching required to restore SUrf,'1CCS 10 their original condition. Agreement No. 6245 B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. 1 In general, where: cutting, use hand or snnall power tools designed for sawing or grinding, not hammering and chopping. Cot holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily, cover openings when trot icr use. 2. To avoid marring existing finished surfaces, cut or drill frorn the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw or a diamond -core drill. 4. Where services are required to be removed, relocated, or abandoned, bypass utility services, surclt as pipe or conduit„ before cut itig. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seat the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after bypassing and cutting. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. Where removing walls or partitions, extend one finished area into another, patch anal repair floor and wall surfaces in qhe view space. Provide aru even surface Of uniform color and appeararrce. remove existing ;adjacent floor and wall coverings as required and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch after the area has received primer and second coat. 3.4 CLEANING A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. END OF SECTION 01045 Agreement No. 6245 SECTION 01400 - QUALITY CONTROL PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division-1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality -control services. B. Qtiality control services include inspectims, tests, and related actions. including reports performed by Contractor, by iiidependeitt agencies, and by governing authorities. They do not include contract enforceineiit activities performed by Architect. C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of'respojisibility for compliance with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. Specific quality -control requirements for individual constrtictim activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. Specified inspections, tests, and related actions do not limit Contractor's quality control procedures that facilitate compliance with Contract Document requirements. Requirements For Contractor to provide quality -control services required by Architect, Owner, or atitliorities having jurisdiction are not limited by provisions of this Section. E. Related Sections: The following Sections contain requirements that relate to this Section: Division I Section 01045 "Cutting and Patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities. Division I Section 01300 "Submittals" specifies requirements for development of a schedule of required tests and inspections. 1.3 RESPONSIBILITIES A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide inspections, tests, and other quality -control services specified elsewhere in the Contract Documents and Agreement No. 6245 required by authorities having jurisdiction. Costs for these services are included in the Contract Sum, 1. Where individual Sections specifically indicate that certain inspections, tests, and other quality control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality control services. Costs for these services are included in the Contract Sum. 2. Where individual Sections specifically indicate that certain inspections, tests, and other quality -control services are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services. B. Retesting: The Contractor is responsible for retesting where results of inspections, tests, or other quality control services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility. The cost of retesting construction, revised or replaced by the Contractor, is the Contractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements. C. Associated Services: Cooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to, the following: 1. Provide access to the Work. 2. Furnish incidental labor and facilities necessary to facilitate inspections and tests. 3. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples. 4. Provide facilities for storage and curing of test samples: 5. Deliver samples to testing laboratories. 6. Provide the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency. 7. Provide security and protection of samples and test equipment at the Project Site. D. Duties of the Testing Agency: The independent agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Sections shall cooperate with the Architect and the Contractor in performance of the agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests. 1. The agency shall notify the Architect and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. Agreement No. 6245 2. The agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work. 3. The agency shall not perform any duties of the Contractor. E. Coordination: Coordinate the sequence of activities to accommodate required services with a minimum of delay. Coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities. 1.4 SUBMITTALS A. The independent testing agency shall submit a certified written report, in duplicate, of each inspection, test, or similar service to the Architect and Owner. Report Data: Written reports of each inspection, test, or similar service include, but are not limited to, the following: a. Date of issue. b. Project title and number. C. Name, address, and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. i. Test results and an interpretation of test results. j. Ambient conditions at the time of sample taking acid testing. k. Comments or professional opinion on whether inspected or tested Work complies with Contract Document requirements. 1. Name and signature of laboratory inspector. in, Recommendations on retesting, if required. n. City's project number. 1.5 QUALITY ASSURANCE A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are prequalified as complying with the American Council of Independent Laboratories "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION Agreement No. 6245 3.1 REPAIR AND PROTECTION A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and/or damaged adjacent existing facilities to remain, and restore substrates and finishes. Comply with Contract Document requirements for Division 1 Section 01045, "Cutting and Patching." B. Protect construction exposed by or for quality -control service activities, and protect repaired construction. C. Repair and protection is Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. END OF SECTION 01400 Agreement No. 6245 SECTION 01600 - MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division l Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements governing the Contractor's selection of products for use in the Project. B. Related Sections: The following Sections contain requirements that relate to this Section: l . Division 1 Section 01095 "Reference Standards and Definitions" specifies the applicability of industry standards to products specified. 2. Division 1 Sections 01300 "Submittals" specifies requirements for submittal of the Contractors Construction Schedule and the Submittal Schedule. 3. Division 1 Section 01631 "Substitutions" specifies administrative procedures for handling requests for substitutions made after award of the Contract. 1.3 DEFINITIONS A. Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structure," "finishes," "accessories," and similar terms. Such terms are self- explanatory and have well -recognized meanings in the construction industry. 'Products' are items purchased for incorporation in the Work, whether purchased for the Project or taken froni previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. a. "Named Products" are items identified by the manufacturer's product name, including make or model number or other designation, shown or listed in the manufacturer's published product literature, that is current as of the date of the Contract Documents. 2. 'Materials' are products substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. 3. 'Equiptnent' Is a product Nvith operational parts, whether motorized or manually operated, that requires service connections, such as %v"iring or piping. Agreement No. 6245 1.4 SUBMITTALS A. Product List: Prepare a list showing products specified in tabular form acceptable to the Architect. Include generic names of products required. Include the manufacturer's name and proprietary product names for each item listed. 1. Coordinate product list with the Contractor's Construction Schedule and the Schedule of Submittals. 2. Form: Prepare product list with information on each item tabulated under the following column headings: a. Related Specification Section number. b. Generic name used in Contract Documents. C. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. 3. Initial Submittal: Within 30 days after date of commencement of the Work, submit 3 copies of an initial product list. Provide a written explanation for omissions of data and for known variations from Contract requirements. a. At the Contractors option, the initial submittal may be limited to product selections and designations that must be established early in the Contract period. 4. Completed List: Within 60 days alter° date of commencement of the Work, submit 3 copies of the completed product list. Provide a written explanation for omissions of data and for known variations from Contract requirements. 5. Architect's Action: The Architect will respond in writing to Contractor within 2 weeks of receipt of the completed product list. No response within this period constitutes no objection to listed manuracturers or products but does not constitute a waiver of"the requir-ementthat products comply with Contract Documents. The Architect's response will include a list of unacceptable product selections, containing a brief explanation of reasons for this action. 1.5 QUALITY ASSURANCE A. Source Limitations: To the fullest extent possible, provide products of the same kind from a single source. When specified products are available only from sources that do not, or cannot, produce a quantity adequate to complete project requirements in a timely manner, consult with the Architect to determine the most important product qualities before proceeding. Agreement No. 6245 B. Compatibility of Options' When the Contractor is given thee option of selecting between two (2,) or more products for Use on tire: Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. C. Nameplates: Except for required labels and operating data, do not attach or imprint nlarlufac urcr's or producer's nameplates or trademarks on exposed surfaces of products that will be exposed to view in occupied spaces or on the exterior. 1. Labels: Locate required product labels and stamps on concealed surfaces or, where required for observation after installation, on accessible surfaces that are not conspicuous. 2. Equipment.'Nameplates: Provide a permanent nameplate on each item of set -vice connected or power -operated equipment. Locate on an easily accessible surface that is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data: a. Name of product and manufacturer. b. Model and serial number. C. Capacity. d. Speed. e. Ratings. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. 1. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover in a weather -tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. Agreement No. 6245 PART 2 -PRODUCTS 2.1 PRODUCT SELECTION A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and new at the time of installation. 1. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and the intended use and effect. 2. Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. B. Product Selection Procedures: The Contract Documents and governing regulations govern product selection. Procedures governing product selection include the following: Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. The Architect or Owner retains the right to reject any proposed substitution. 2. Semi -proprietary Specification Requirements: Where Specifications name two (2) or more products or manufacturers, provide 1 of the products indicated. a. Where Specifications, specify products or manufacturers by name, accompanied by the term "or equal" or'or approved equal,' comply with the Contract Document provisions concerning 'substitutions' to obtain approval for use of an unnamed product. Nonproprietary Specifications: When Specifications list products or manufacturers that are available and uny be incorporated in the Work, but do not restrict the Contractor to use of these products only, the Contractor may 'propose any available product that complies with Contract requirements. Comply with Contract Document provisions concerning 'substitutions' to obtain approval for use of an unnamed product. 4. Descriptive Specification Requirements: Where Specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. 5. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements and are recommended by the manuufacturer for the application indicated. a. Manufacturer's recommendations may be contained in published product literature or by the manufacturer's certification of performance. Agreement No. 6245 6. C.onipliance with Standards, Codes, and regulations: Where Specifications only require compliance with an unposed code:, standard, M re,gUlation, seldc:t a product that complies with the standards, codes, or regulations specified. Visual Matching: Where Specifications require matching an established Sample, the Aa°chitect's decision will be final on whether a proposed product matches satisfactorily. a. Where no product available within the specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents concerning "substitutions" for selection of a snatching product in another product category. Visual Selection: Where specified product requirements include the phrase "... as selected from manufacturer's standard colors, patterns, textures .. " or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Architect will select the color, pattern, and texture 1rorn the product line selected. If a color, pattern or texture iS referred to on the Finish List, this feature will be considered a basis for acceptance or mjection of"another product, based upon previously Owner - approved colors and finishes The Finish list attached is the result ol.. extensive Owner review and alternate selections anay be aewjected by 'thee Owner. Allowances: Refer to individual Specification Sections and "Allowance" provisions in Division 1 for allowances that control product selection and for procedures required for processing such selections. PART 3 - EXECUTION 3.1 INSTALLATION OF PRODUCTS A. Con-iply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work. 1. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. END OF SECTION 01600 - MATERIALS AND EQUIPMENT Agreement No. 6245 SECTION 01630 SUBSTITUTION PROCEDURES PART1 GENERAL 1.1 DESCRIPTION A. Section includes Substitution Bid and Submittal Process. 1.2 SUBSTITUTION REQUIREMENTS A. When material, article, or method is specified using name of proprietary product manufacturer, vendor, or method followed by phrase "or equal," specific item mentioned establishes basis upon which bids are to be prepared. 1. Other manufacturers' materials, articles, and methods not named will be considered as substitutions provided required information is submitted on "FORM FOR SUBSTITUTIONS FOR SPECIFIED ITEMS" and will not require substantial revisions of Contract Documents. 2. This applies to specific construction methods when required by Contract Documents. B. Whenever material, article, or method is specified or described without phrase "or equal," no substitutions will be allowed except as directed by the owner. C. Cost for redesigns due to substituted items are responsibility of Contractor. D. Bidder represents the following in making their request for substitution(s). 1. Has personally investigated proposed product or method and determined it is equal in all respects to that specified. 2. Will furnish same guarantee for substitution as for product or method specified. 3. Will coordinate installation of accepted substitution into Work, making design and construction changes to complete Work in all respects following Contract requirements without additional cost to the Commission. 1.3 SUBMITTAL OF DATA FOR PROPOSED SUBSTITUTIONS A. In order for substitutions that do not change design intent to be considered, submit no later than 30 days after date of Notice to Proceed, 3 copies of complete data set forth herein to permit complete analysis of proposed substitutions listed on submitted "FORM FOR SUBSTITUTIONS FOR SPECIFIED ITEMS". For Products. a. Identification including manufacturer's name and address, Manufacturer's literature, including but not necessarily limited to: 1) Product description, performance, and test data. 2) Reference standards. b. Samples where appropriate. Agreement No. 6245 c. Name and address of similar projects on which product was used and dates of installation with contact name and telephone number. 2. For Construction Methods. a. Detailed description of proposed method. b. Drawings illustrating methods. c. Name and address of similar projects on which method was used and dates of use with contact name and telephone number. 3. Comparison of proposed substitution with product or method specified. 4. Data relating to impact on construction schedule by proposed substitution. 5. Impact on other contracts. 1.4 SUBSTITUTIONS RECEIVED AFTER BID OPENING A. No request for substitutions submitted after Bid Opening will be considered unless following evidence is submitted to Engineer. 1. Specified material or method is unavailable, due to cause(s) stated in General Conditions, Article 15.5.1. a. Submit data to permit complete analysis of the proposed substitution. 1.5 APPROVAL OF SUBSTITUTION A. Engineer's decision regarding evaluation of substitutions will be final and binding. B. Request for time extensions and additional costs based on submission, acceptance, or rejection of substitutions will be evaluated following Contract Documents. C. All approved substitutions will be incorporated into Contract by Change Order, PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED PART 4 MEASUREMENT AND PAYMENT 4.1 Providing for and complying with requirements in this Section will not be measured for payment, but cost will be considered incidental to Contract. END OF SECTION 01630 SUBSTITUTION PROCEDURES Agreement No. 6245 SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following: Inspection procedures. Project record document submittal. Operation and maintenance manual submittal. Submittal of warranties. Final cleaning. B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. a. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. b. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. 2. Advise the Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance agreements, lnal certifications, and similar documelIts. 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Submit record drawings* maintenance manuals, damage surveys, and similar final record information. 6. Deliver tools, spare parts, extra stock, and similar items. 7. Make final changeover of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of changeover in security provisions. Agreement No. 6245 8. Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel, DiSC0111iflUe and remove temporary facilities from the site, along with rn0CkUpS, construction tools, and similar elements. 9. Complete final cleanup requirements, including 10LIChUp painting. 10. Touch up and otherwise repair and restore marred, exposed finishes. B. inspection Procedures: On receipt of a request For inspection. the Architect and Owner will either proceed with inspection or advise the Contractor of unfilled requirements,'The Architect will prepare the Certificate of Substantial Conipletion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. The Architect and consultants will prepare a Punchlist, at substantial completion, listing outstanding items requiring completion. The Architect will repeat inspection when requested and assured that the Work on the punchlist is complete. Results of the completed inspection will form the basis of requirements for final acceptance. 1.4 FINAL ACCEPTANCE A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following, List exceptions in the request. 1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to the Contract Sum. 3. Subinit a copy of the Architect's final inspection list (Punchlist) of items to be completed or corrected, endorsed and dated by the Architect. The copy of the. list shall state that each item has been completed or otherwise resolved 1,61- acceptance and shall be endorsed and dated by the Architect. 4. Submit final meter- readings for utilities as required and similar data as of the date of Substantial Completion or when the Owner took possession of and assumed responsibility for corresponding elements of the Work. 5. Submit consent of surety to final payment. 6. Submit a final liquidated damages settlement statement. 7. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Re -inspection Procedure: The Architect will re -inspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the Architect. I Jpon completion of re -inspection, the Architect will prepare a certificate of" final acceptance. If the Work is incomplete, the Architect will advise Agreement No. 6245 the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. If necessary, re -inspection will be repeated, with additional fees incurred by the Architect to be paid by the contractor. 1.5 RECORD DOCUMENT SUBMITTALS A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for the Architect's reference during normal working hours. B. Record Drawings: Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable: o'fslioMng conditions fully and accurately. Reflect information from shop drawings. Give: particular attention to concealed elements that would be difficult to measure and record at a later date. I. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to the Owner but was not shown on Contract Drawings. 3. Note related change -order numbers where applicable. 4. Organize record drawing sheets in the same sequence as construction documents. Bind sets with durable -paper cover sheets; print suitable titles, dates, and other identification on the cover. 5. Record drawings are not to be removed from the Project office during construction. C. Record Specifications: Maintain one complete copy of' the PrQject Manual, including addenda. Include svith the Protect Manual one coley of other written construction documents, such as Change Orders and modifications issued in printed form during construction. 1. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. 2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation. 3. Note related record drawing information and Product Data. D. Upon completion of the Work, submit record drawings and Specifications to the Architect for the Owner's records. E. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of record drawings and Specifications. Agreement No. 6245 1. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations. 2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation. 3. Upon completion of markup, submit complete set of record Product Data to the Architect for the Owner's records. F. Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor shall meet with the Architect and the Owner's personnel at the Project Site to determine which Samples are to be transmitted to the Owner for record purposes. Comply with the Owner's instructions regarding delivery to the Owner's Sample storage area. G. Miscellaneous Record Submittals: Refer to other Specification Sections for rcgUirenients of iniscellaneous record keeping and submittals in connection with actual perforniarice of die Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for' continued use and reference. Submit to the Architect for the Owner's records. H. Maintenance Manuals and Warranties: Organize operation and maintenance data and warranties into three suitable sets of manageable size to be delivered to the Architect for the Owner. Bind properly indexed data in individual, heavy duty, 2 inch (51 mm), 3 ring, vinyl covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: 1. Emergency instructions. 2. Spare parts list. 3. Copies of warranties/guarantees. 4. Wiring diagrams where applicable. 5. Recommended "turn -around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 CLOSEOUT PROCEDURES A. Operaflo¢t and Maitttenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personotei to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: Maintenance manuals. Record documents. Agreement No. 6245 3. Spare parts and materials. 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 10. Cleaning. H . Warranties and bonds. 12. Maintenance agreements and similar continuing commitments. B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Startup. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments. S. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization. 3.2 FINAL CLEANING A. General: The General Conditions require general cleaning during construction. Regular site cleaning is included in Division 1 Section 01500 "Construction Facilities and Temporary Controls." B. Cleaning: Ennploy experienced workers or professional cleaners For final cleaning. Clean each surface or unit to the condition expected in a normal, conimercial building cleaning and maintenance program. Clean and repair all existing adjacent surfaces that may have been damaged or soiled during completion. Comply with manufactures instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion. a. Remove labels that are not permanent labels. b. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. c. Clean exposed exterior and interior hard -surfaced finishes to a dust -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. d. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Agreement No. 6245 e. Clean the site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. C. Removal of Protection: Remove temporary protection from existing facilities after installation of the Work to be performed is complete. D. CoInpliance: C oniply with regulations of authorities having jurisdiction and safety standards for cleaning, Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully. Where extra materials of value remain after completion of associated Work, they become the Owner's property. Deliver these materials to Owner as directed by the Owner, or if the Owner directs, dispose of these materials. END OF SECTION 01700 Agreement No. 6245 SECTION 01740 - WARRANTIES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for warranties required by the Contract Documents, including manufacturers standard warranties on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's period for correction of the Work. B. Related Sections: The following Sections contain requirements that relate to this Section: I . Division 1 Section 01300 "Submittals" specifies procedures for submitting warranties. 2. Division I Section 01700 "Contract Closeout" specifies contract closeout procedures. 3. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 4. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products. Manufacturer's dkelaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.3 DEFINITIONS A. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by. -,standard warranties or to provide greater rights for the Owner. 1.4 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result Agreement No. 6245 of such failure or must be removed and replaced to provide access for correction of warranted construction. & Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. Dejection of Warranties: The Owner reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents. E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the. Work, the Owner reserves tine right to refuse to accept the Work, until the Contractor presents evidence, that entities required to countersign such commitments are willing to do so. F. Contractor to personally warrant all work for one full year following final acceptance. 1.5 SUBMITTALS A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Architect. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within fifteen (15) days of completion of that designated portion of the Work. B, When the Contract Documents require the Contractor, or the Contractor and a ;subcontractor, supplier or manufacturer to execute a special warrannty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner, through the Architect, for approval prior to final execution. Agreement No. 6245 C. Form of Submittal: At Final Completion compile three (3) copies of each required warranty properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or nlanLifiactnrer. Organize the warranty doCLIMCIVS into an orderly sequence based on the table of contents of the Project Manual. SUbillit to the Architect for review and delivery to the Owner. D. Bind warranties and bonds in heavy-duty, commercial quality, durable 3 ring, vinyl covered loose leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2 by 11 inch (115 by 280 mm) paper. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the nanle of the product, and the naine, address, and telephone miniber of tile Installer. Identify each binder oil the fi-ont and spine with the typed or printed title 'WARRANTIES,' Project title or name, and name of the Contractor. When warranted construction requires operation and maintenance manuals, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01740 Agreement No. 6245 SECTION 02070 - SELECTIVE DEMOLITION 1.1 GENERAL A. Definitions: As follows; 1. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property. 2. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's property. Remove, clean, and pack or crate items to protect against damage. Identify contents of containers and deliver to Owner's designated storage area. 3. Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare them for reuse; store and protect against damage. Reinstall items in locations indicated. 4. Existing to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Architect, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations. & Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section 01045 "Cutting & Patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities. ' 2. Division 1 Section 01400 "Quality Control" specifies administrative and procedural requirements for quality -control services.. C. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option. The Contractor is to retain salvage rights on all materials to be removed. D. Photograph or videotape in sufficient detail, existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by selective demolition operations. E. Provide record drawings at Project closeout according to Division 1 Section 01700, "Contract Closeout." Identify and accurately locate capped utilities and other related but concealed structural, electrical, or mechanical conditions. F, Regulatory Requirements: Comply with governing EPA notification regulations before starting selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Agreement No. 6245 G. Owner will occupy portions of the building within and immediately adjacent to selective demolition area. Conduct selective demolition so that Owner's operations will not be disrupted. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. H. Storage or sale of removed items or materials on -site will not be permitted. 1.2 PRODUCTS (Not Applicable) 1.3 EXECUTION A. Survey the condition of the buildings to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of the structure or adjacent structures during selective demolition. B. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. C. Maintain existing utilities to remain in service and protect them against damage during selective demolition operations. D. Conduct demolition operations and remove debris to ensure minimum interference with other adjacent occupied areas. E. Conduct demolition operations to prevent injury to people and damage to adjacent areas to remain. Ensure safe passage of people within and around selective demolition area. 1. Protect walls, ceilings, floors, and other existing finish work that are to remain and are exposed during selective demolition operations. 1' . Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. G. Provide and maintain interior shoring, bracing, or structural support as required to preserve stability and prevent movement, settlement, or collapse of buildings to be selectively demolished. H. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Clean adjacent areas of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before start of selective demolition. K. Demolish and remove existing construction only to the extent required by new construction and as indicated. L. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. Agreement No. 6245 M. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. N. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction to remain in a manner that elirninates evidence of patching and refinishing. O. Patch and repair floor and wall surfaces in the project area where demolished walls or partitions extend one finished area into another. Provide a flush and even surface of uniform color and appearance. P. Disposal: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. I. Do not bum demolished materials. 2. Transport demolished materials off Owner's property and legally dispose of them. R. Sweep the project area broom clean on completion of selective demolition operation. END OF SECTION 02070 Agreement No. 6245 SECTION 07840 FIRESTOPPING PART] GENERAL 1.1 SECTION INCLUDES A. Firestopping of through penetrations in rated assemblies. B. Firestopping of construction gaps. C. Definitions. 1.2 REFERENCES A. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2000a. B. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials; 2000a. C. ASTM E 814 - Standard Test Method for Fire Tests of Through -Penetration Fire Stops; 2000. D. ASTM E 1399 - Standard Test Method for Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems; 1997 (Reapproved 2000). E. ASTM E 1529 - Standard Test Methods for Determining Effects of Large Hydrocarbon Pool Fires on Structural Members and Assemblies; 2000. F. ASTM E 1725 - Standard Test Methods for Fire Tests of Fire -Resistive Barrier Systems for Electrical System Components; 1995 (Reapproved 2001). G. UL 1479 - Standard for Fire Tests of Through -Penetration Firestops; 1994. H. UL 1709 - Rapid Rise Fire Tests of Protection Materials for Structural Steel; 1994. I. ANSI/UL 2079 - Tests for Fire Resistance of Building Joint Systems; 1998. 1.3 DEFINITIONS A. Construction Gap: An open joint between adjacent rated assemblies; maybe a moving joint or static opening, without penetrating items. B. Firestop System: Specific firestop material or materials, which when installed in openings in a specific rated assembly, achieve the performance required. C. Firestopping: Result of installation of firestop system. D. Listing: The current, published listing of a system in a qualified listing agency's directory. Agreement No. 6245 E. Listing Agency: Independent testing agency that has conducted tests and classified firestop systems for particular applications, which conducts routine in -plant follow-up inspections, and which lists tested systems in a published directory. F. Penetrating Item: Any item (pipe, duct, conduit, cable, etc.) that passes completely through a rated assembly through an opening of any size. G. Rated Assembly: A wall, floor, roof/ceiling, or other construction which is required to have an hourly fire rating or a smoke resistance rating. H. Through Penetration: A hole through a rated assembly made to accommodate the passage of a penetrating item or an empty hole made for another purpose and not repairable using the original materials of construction. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: For each different firestopping configuration, provide the following: 1. Listing agency's detailed drawing showing opening, penetrating items, and firestopping materials, identified with listing agency's name and number or designation, fire rating achieved, and date of listing. 2. Identify which rated assembly each system is to be used in. 3. Any installation instructions that are not included on the detailed drawing. 4. For proposed systems that do not conform strictly to the listing, submit listing agency's drawing marked to show modifications and stamped approved by firestop system manufacturer's fire protection engineer. 5. Submit listing agency's test report sliowing compliance with requirements, based on testing of current products. C. Product Certificates: Submit certificates signed by firestop system manufacturer certifying that materials furnished comply with requirements. D. Product Data: Manufacturer's data sheets on each material to be used in firestop system systems, including: 1. Product characteristics and Material Safety Data Sheets. 2. Listing numbers of systems in which each product is to be used. 3. Preparation instructions and recommendations. 4. Storage and handling requirements and recommendations. 5. Installation methods. E. Installer's Qualification Documentation. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Firm who is qualified by having experience, staff, and training to install the specified products, and who: Is a 3M Master Contractor. Is a Certified 3M Trained contractor. Is acceptable to or licensed by manufacturer. Agreement No. 6245 4. Is acceptable to or licensed by authority having jurisdiction. 5. Has completed the manufacturer's certified product installation training. 6. Can provide a list of completed projects as evidence of experience; include project name and address, Owner's name and address, and Architect's name and phone number. B. Pre -Installation Meeting: Conduct a meeting at the project site to discuss installation conditions and requirements; require the attendance of all relevant installers. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver and store products until ready for installation in manufacturer's original unopened packaging, legibly marked with manufacturer's name and product identification, date of manufacture, lot number, shelf life, listing agency's classification marking, curing time, and mixing instructions if applicable. B. Store and handle in such a manner as to prevent deterioration or damage due to moisture, temperature changes, contaminants, and other causes; follow manufacturer's instructions. C. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. 1.7 PROJECT CONDITIONS A. Coordinate construction and cutting of openings so that each particular firestop system may be installed in accordance with its listing, including sizing, sleeves, and penetrating items. B. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install firestopping under environmental conditions outside manufacturer's absolute limits. C. Provide ventilation as required by firestopping manufacturer, including mechanical ventilation if required. PART 2 PRODUCTS 2.1 MANUFACTURERS A, Acceptable Manufacturer: 3M Fire Protection Products, Inc; Tel: (800) 328-1687, (888) 3M HELPS (888-364-3577), (800) 621-3090 (U.S. and Canada), or (651) 732-0118. Fax: (800) 713-6329 (3M Corporate). www.3m.com/firestop. B. Single Source: All instances of a specific firestop system shall be made using products of the same manufacturer; where multiple installers (e.g. different subcontractors) are responsible for installation of firestopping, all installers shall use the same system made by the same manufacturer. C. Requests for substitutions will be considered in accordance with provisions of Section 01600. Agreement No. 6245 Where a proposed system is not listed by one of the listing agencies specified as acceptable, submit evidence prepared by a qualified independent testing agency that the system complies with the requirements. 2.2 MATERIALS A. Scope: 1. Rated Assemblies: Provide installed firestopping that limits the spread of fire, heat, smoke, and gasses through otherwise unprotected openings in rated assemblies, including walls partitions, floors, roof7ceilings, eta. 2. Construction Gaps: Provide installed Firestopping that limits the spread of Erma, heat, smoke, and grasses through otherwise unprotected gaps between adjacent rated assemblies, including: a. Building expansion joints in walls and floors. b. Interior walls to floor/roof deck above. C. Intersection of floors and exterior walls. B. Requirements For All Types of Firestopping: 1. Listing Agency: Provide systems that are listed by at least one the following: a. Underwriters Laboratories Inc. (UL), in "Fire Resistance Directory" category XHEZ or XHBN as appropriate. b. ITS, in "Directory of Listed Products." C. Omega Point Laboratories (OPL), in "Directory of Listed Products, Through Penetration Fire Resistance Directory." d. Any other qualified independent testing and inspection agency that conducts periodic follow-up inspections and is acceptable to authorities having jurisdiction. 2. Furnish products identical to those tested for classification by listing agency. 3. Mark product packing with classification marking of listing agency. 4. Unlisted Systems: Where firestop systems not listed by any listing agency are required due to project conditions, submit a substitution proposal with evidence specified. 5. Firestopping Exposed To View: Provide products with flame spread index of less than 25 and smoke developed index of less than 450, when tested in accordance with ASTM E 84. 6. Firestopping Exposed to View, Traffic, Moisture, or Physical Damage: Provide products that after curing do not deteriorate when exposed to those conditions during and after construction. 7. Materials: Use only products specifically listed for use in listed systems. 8. Compatibility: Provide products that are compatible with each other, with the substrates forming openings, and with the items, if any, penetrating the firestopping, under the conditions represented by this project, based on testing and field performance demonstrated by manufacturer. C, Through Penetration Firestop Systems (All Types Except Electrical Penetrations): Provide firestop systems listed for the specific combination of fire rated construction, type of penetrating item, annular space requirements, and fire rating, and: 1. F-Rating: Provide firestopping that has F-rating equal to or greater than the fire - resistance rating of the assembly in which the firestopping will be installed. Agreement No. 6245 2. T-Rating: In habitable rooms and areas, where penetrating items are exposed to potential contact with materials on fire side(s) of rated assembly, provide firestopping that has a T-rating equal to its F-rating. 3. Wall Penetrations: Provide systems that are symmetrical, with the same rating from both sides of the wall. 4. Cold Smoke Resistance: Provide firestopping that has L-rating of 1 cfm per linear foot (5.5 cu m/h/m), maximum. 5. Testing: Determine ratings in accordance with ASTM E 814 or UL 1479. 6. Provide asbestos -free products. D. Through Penetration Firestop System For Electrical Penetrations: Provide firestopping complying with UL system No.5, R11044, tested in accordance with UL 1709, ASTM E 119, ASTM E 1529, and ASTM E 1725. 1. Acceptable Products: a. Fire Resistive Mats: 3M Interam(tm) Endothermic Mats, foil encapsulated, with manufacturer identification. b. Smoke and Flame Sealant: 3M FireDam(tm) 150+ Caulk, 3M Fire Barrier CP 25WB+ Caulk, or 3M Fire Barrier IC 15WB Caulk. C. Tape for Vapor Barrier, Heat Reflector, and Installation Aid: 3M Interam(tm) T-49 aluminum foil tape. d. Tape for Installation: Scotch 898 Filament Tape. e. Sheet to Cover Openings and as Collar: 3M Fire Barrier CS-195+ Composite Sheet. f. Cast In Place Devices: 3M Fire Barrier Cast In Place Devices. E. Firestopping For Construction Gaps: Provide firestopping systems listed for the specific combination of fire -rated construction type, configuration, gap dimensions, and fire rating, and: 1. Acceptable Products: a. 3M Fire Dam Spray 100. b. 3M Fire Barrier Spray 100. C. 3M Fire Barrier 1000 Silicone Sealant. d. 3M Fire Barrier 1003 Silicone Sealant. e. 3M Fire Barrier 2000 Silicone Sealant. f. 3M Fire Barrier 2000+ Silicone Sealant. g. 3M Fire Barrier 2003 Silicone Sealant. 2. Provide firestopping that has fire resistance rating equal to or greater than the fire - resistance rating of the assembly in which it is to be installed. 3. Provide firestopping that has movement capability appropriate to the potential movement of the gap, demonstrated by testing in accordance with ASTM E 1399 for minimum of 500 cycles at 10 cycles per minute. F, Accessories: Provide all accessory materials required for complete installation; use materials specifically identified in system listings. G. Identification Labels for Through Penetration Systems: Pressure sensitive self-adhesive vinyl labels, preprinted with the following information: 1. The words "Warning - Through Penetration Firestop System - Do not Disturb. Notify Building Management of Any Damage." 2. Listing agency's system number or designation. 3. System manufacturer's name, address, and phone number. Agreement No. 6245 Installer's name, address, and phone number. General contractor's name, address, and phone number (if applicable). Date of installation. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. Conduct tests according to manufacturer's written recommendations to verify that substrates are free of oil, grease, rolling compounds, incompatible primers, loose mill scale, dirt and other foreign substances capable of impairing bond of firestopping. C. Verify that items penetrating fire rated assemblies are securely attached, including sleeves, supports, hangers, and clips. D. Verify that openings and adjacent areas are not obstructed by construction that would interfere with installation of firestopping, including ducts, piping, equipment, and other suspended construction. E. Verify that environmental conditions are safe and suitable for installation of firestopping. F. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Prepare substrates in accordance with manufacturer's instructions and recommendations. B. Install masking and temporary coverings as required to prevent contamination or defacement of adjacent surfaces due to firestopping installation. 3.3 INSTALLATION A. Install in strict accordance with manufacturer's detailed installation instructions and procedures. B. Install so that openings are completely filled and material is securely adhered. C. Where firestopping surface will be exposed to view, finish to a smooth, uniform surface flush with adjacent surfaces. D. After installation is complete, remove combustible forming materials and accessories that are not part of the listed system. E. Repair or replace defective installations to comply with requirements. F. At each through penetration, attach identification labels on both sides in location where label will be visible to anyone seeking to remove penetrating items or firestopping. Agreement No. 6245 G. Clean firestop materials off surfaces adjacent to openings as work progresses, using methods and cleaning materials approved in writing by firestop system manufacturer and which will not damage the surfaces being cleaned. H. Notify authority having jurisdiction when firestopping installation is ready for inspection; obtain advance approval of anticipated inspection dates and phasing, if any, required to allow subsequent construction to proceed. Do not cover firestopping with other construction until approval of authority having jurisdiction has been received. 3.4 FIELD QUALITY CONTROL A. Owner will engage an independent testing agency to inspect installed firestopping and to prepare reports indicating whether the installed work complies with the contract documents. B. Notify testing agency at least 7 days prior to date when firestopping installation will be ready for inspection; obtain advance approval of general schedule and phasing, if any, required to allow subsequent construction to proceed. 3.5 PROTECTION A. Protect installed systems and products until completion of project; where subject to traffic, provide adequate protection board. B. Touch-up, repair or replace damaged systems and products before Substantial Completion. END OF SECTION 07840 FIRESTOPPING Agreement No. 6245 SECTION 07900 JOINT SEALANTS 1.1 GENERAL A. Pre -construction joint Sealant -Substrate Tests: Submit substrate materials representative of actual joint surfaces to joint sealant manufacturer for laboratory testing of joint sealants for adhesimi to primed and unprinled substrates and for compatibility with joint substrates and other joint -related materials. B. Submittals: In addition to product data submit the following: 1. Samples of each type and color of joint sealant required. 2. Certified test reports for joint sealants evidencing compliance with requirements. 1.2 PRODUCTS A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions, as demonstrated by testing and field experience. B. Colors: Provide color as selected by Architect from manufacturer's standard colors, to match adjacent substrate. C. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated complying with AST r C 920 requirements. Multi -Part, Neutral -Curing Silicone Sealant: Type M; Grade NS; Class 25; Uses T, NT, M, G, A, and O with the additional capability to withstand 50 percent movement in both extension and compression for a total of 100 percent movement when tested per ASTM C 719 and still comply with other requirements of ASTM C 920. One -Part, Neutral -Curing Silicone Sealant: Type S, Grade NS, Class 25, and as follows: a. Uses NT, M, G, A, and O. b. Additional capability, when tested per ASTM C 719, to withstand the following percentage changes in joint width as measured at time of application and still comply with other requirements of ASTM C 920: 1) 35 percent movement in both extension and compression for a total of 70 percent movement. D. Acoustical Sealant: Non -sag, paintable, non -staining, latex sealant complying with ASTM C 834 and effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies per ASTM E 90. Agreement No. 6245 E. l ape Sealant: Solvent -free, brktyl-based tape sealant witlr a solids content of 100 percent formulated to be nonstaining, paintable,, and non -migrating in contact with nonporous surfaces wide or %vithotrt reinforcement thread to prevent stretch and packaged on rolls with release paper on one side. F. Sealant Backings, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic Foam Joint Fillers: Preformed, compressible, resilient, non - waxing, non -extruding strips of plastic foam of material indicated below, and of size, shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance. a. Closed -cell polyethylene foam, nonabsorbent to liquid water and gas, non-outgassing in unruptured state. b. Proprietary, reticulated, closed -cell polymeric foam, non- outgassing, with a density of 2.5 pcf and tensile strength of 35 psi per ASTM D 1623, and with water absorption less than 0.02 gram/cubic centimeter per ASTM C 1083. C. Any material indicated above. Bond -Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between sealant and joint filler or other materials at back of joint. G. Primer: As recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated. H. Fire -Resistive Joint Sealants: Provide joint sealants with fire -resistance ratings indicated, as determined per ASTM E 119, but not less than that equaling or exceeding the fire -resistance rating of the construction in which the joint occurs. 1.3 EXECUTION A. General: Comply with joint sealant manufacturer's instructions applicable to products and applications indicated. B. Sealant Installation Standard: Comply with ASTM C 1193. C. Acoustical Sealant Application Standard: Comply with ASTM C 919 for use of joint sealants in acoustical applications. END OF SECTION 07900 JOINT SEALANTS Agreement No. 6245 SECTION 08117 PREFINISHED STEEL DOOR FRAMES PART 1 GENERAL 1.1 SECTION INCLUDES A. Non -rated, shop pre -finished, site assembled steel frames. 1.2 RELATED SECTIONS A. Section 01300 - Coordination: Site meetings. B. Section 01600 - Product Requirements: [Substitutions,] [delivery and storage requirements]. C. Section 01700 - Existing Conditions. D. Section 08210 - Wood Doors. E. Section 08700 - Hardware F. Section 08800 — Glazing. REFERENCES A. ASTM A1008M — Standard for cold rolled material B. UBC 7-2-97, UBC 7-4-97 Positive Pressure C. ASTM D2197 - Standard Test Method for Adhesion of Organic Coatings by Scrape Adhesion. D. ASTM D2247 - Practice for Testing Water Resistance of Coatings in 100% Relative Humidity. E. ASTM D2794 - Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact). F. ASTM D3361 - Standard Practice for Unfiltered Open -Flame Carbon -Arc Exposures of Paint and Related Coatings. G. ASTM E152 - Methods of Fire Tests of Door Assemblies. H. ASTM B 117 — Standard test for salt spray testing 1. NFPA 80 - Fire Doors and Windows. J. NFPA 252 — 1995 Fire Tests for Door Assemblies. K. ITS (WH) - Fire Tests of Door Assemblies. Agreement No. 6245 L. UL 1013 — Fire Tests of Door Assemblies. M. UL l OC — Positive Pressure Fire Tests of Door Assemblies. 1.4 SUBMITTALS FOR REVIEW A. Section 01300: Submission procedures. B. Product Data: Indicate frame configuration and finishes. C. Shop Drawings: Indicate frame elevations, reinforcement required, and spacing, location of embosses for hardware, and finish. SUBMITTALS FOR INFORMATION A. Section 01300: Submission procedures. B. Manufacturer's Installation Instructions: Indicate special installation instructions. C. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements. 1.6 QUALITY ASSURANCE A. Installers: 1. Individuals that are "Certified Prefinished Frame Installers" for the installation of site assembled door frames. 2. Refer to manufacturer's Internet web site for listing of Certified installers. 1.7 REGULATORY REQUIREMENTS Not applicable. 1.8 DELIVERY, STORAGE, AND PROTECTION A. Section 01600: Transport, handle, store, and protect products in a dry area off the ground. B. Accept frames on site in manufacturer's box packaging with identification labels intact. Inspect for damage. C. Do not open individual boxes until installation is to begin. 1.9 PROJECT CONDITIONS A. Section 01300: Coordination and meetings. Agreement No. 6245 B. Verify actual measurements/openings by field measurement prior to fabrication. C. Coordinate the work with frame opening construction, door and hardware installation, PART2 PRODUCTS 2.1 FRAME MANUFACTURERS A. Timely Industries, A Division of SDS Industries, Inc., 10241 Norris Avenue, Pacoima, CA, 91331-2292; Phone toll free: 800-247-6242 or local at 818-492-3500; Fax: 818-492-3530. Web site: www.timelyframes.com. B. Frames: Provide all frames for project from same manufacturer. C. Substitutions: Refer to Section 01600. 2.2 FRAMES A. Frame Material: Cold rolled steel, for interior frames. B. Frame Throat Opening: Match finished wall thickness. Timely Industries, Division of SDS Industries, Inc. C. Frame Profile: Non -rated 1. "A" Series, 1.2 mm (18 gage) thick, adjustable. D. Frame Casings: 1. Material: Steel 2. Type; a. Standard Steel Type: Model TA-8 with 6 mm (1/4 inch) reveal, on steel frames. Fit factory assembled units with MiterGard corner alignment clips. 2.3 ACCESSORIES A. Reinforcement Bracket for Closer: Regular arm closer, Model TA-10, or parallel arm closer, Model TA-12, or multi -purpose application, Model TA-25. B. Reinforcement Brackets for Rim Exit Device: Model TA-12 C. Reinforcement Brackets for Door Guards: Model TA-10 D. Weatherstripping: Adhesive backed fire -rated seal, self -extinguishing rubber. Model TA-51, Black or Clear color and/or Adhesive backed fire -rated Intumescent seal, high volume multidirectional expandable graphite. Model TA-50, can be painted to match any doorjamb color. E. Silencers: clear stick -on type. Agreement No. 6245 F. Fasteners: 1. Interior Frames: Drywall type. 2.4 FABRICATION A. Openings for single swing frame, rated for 45 minutes. B. Sidelights [when provided] with Steel Trim: 45 minute fire rated. C. Casing Clips: Fabricate frames with factory applied heated treated clips. F. Transom Bars: Fixed type same profiles as jamb and head. G. Fabricate frames with hinge reinforcement plates secured in place. H. Attach fire rated label to each fire -rated frame. I. Silencers: 1. Provide three (3) single silencers for single doors on strike side. 2.5 FINISH Timely Industries, Division of SDS Industries, Inc. PREFINISHED STEEL DOOR FRAMES. A. Frame Units: Prefininshed with factory applied impact resistant, polyester baked enamel finish. B. Casing: 1. Steel: Prefinished with factory applied impact resistant, polyester baked enamel finish. C. Primer: Primer Electro Galvanized. D. Colors: 1. Standard Colors Stone Gray SC 106 PART 3 EXECUTION 3.1 EXAMINATION A. Section 01700: Verify acceptability of existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. 3.2 INSTALLATION A. Install frames in accordance with manufacturer's requirements. Agreement No. 6245 B. Install Prefinished frames near end of the project after completing wall painting and wall coverings. C. Install frames using Certified Installers. D. Coordinate installation of glass and glazing in glazed units. E. Coordinate installation of frames with installation of hardware specified in Section 08700 and doors in Section 08210. F. Touch-up blemishes on finished frames. 3.3 SCHEDULE Not applicable. END OF SECTION 08117 Agreement No. 6245 SECTION 08210: WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES Flush solid core wood doors. Include the following paragraph if applicable. 1.02 RELATED SECTIONS Edit the following list. A. Section 08117 — Prefinished Steel Door Frames. B. Section 08700 — Hardware. 1.03 REFERENCES Edit the following list so that it matches standards referenced in the text. A. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements. B. California Building Code (CBC) Standard 7-2: Fire Tests of Door Assemblies C. National Fire Protection Association (NFPA) 80: Fire Doors and Windows. D. NFPA Standard 252: Fire Tests for Door Assemblies. E. Underwriters Laboratories (UL) Standard 1 OB: Fire Tests of Door Assemblies. F. UL Standard I OC: Positive Pressure Fire Tests of Door Assemblies. G. Window and Door Manufacturers' Association (WDMA) Industry Standard I.S.1 Series - Industry Standard for Wood Flush Doors. H. Woodwork Institute of California (WIC): Manual of Millwork Standards of the Woodwork Industry, Section 12. 1.04 SUBMITTALS A. Product Data: Manufacturer's product literature, specifications and installation instructions. B. Shop Drawings: Door elevations, type, fire rating, WIC grade, dimensions, swing, core type, blocking for hardware, veneer, finish, cutout locations and details. C. Samples: 12" x 12" for approval of transparent wood finish. D. Certifications: Certification of compliance with applicable requirements of WDMA I.S.1 and WIC. Agreement No. 6245 E. Closeout Submittals: Warranty. 1.05 QUALITY ASSURANCE A. Comply with requirements of WDMA I.S.1 and WIC. Where conflicts occur, the more stringent shall apply. Include the following paragraph if the project includes fire rated doors, frames or glazed light frames. Delete portions as appropriate. B. Regulatory Requirements: 1. California Building Code (CBC) Chapters 7 and 10. 2. Fire and Smoke -and -Draft Assembly Labeled Doors: a. NFPA 252, CBC Standard 7-2. b. UL IOB and IOC. 3. Installed Door and Frame Assemblies: NFPA 80. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle wood doors in accordance with requirements of WIC and manufacturer's recommendations. B. Do not deliver or install doors until conditions for temperature and relative humidity have been stabilized in accordance with WIC requirements. 1.07 WARRANTY A. Provide for replacing, rehanging and refinishing wood doors exhibiting manufacturing or material defects. B. Warranty Period: 1. Interior Doors: Life of the original installation. PART 2. PRODUCTS 2.01 MANUFACTURERS Algoma Hardwoods, Inc.; Eggers Industries; Marshfield Door Systems, Inc. 2.02. MATERIALS A. Solid Core Flush Wood Doors: 1. WIC Premium grade, 1 3/" thick, staved lumber or particleboard core, 5-ply construction. Agreement No. 6245 2. Face Veneer: White birch for transparent finish, matched. 3 Adhesive: Interior Doors - Type II. 4. Blocking for Hardware: Provide blocking such that no throughbolting is required for hardware installation. Provide blocking for closers on all doors whether or not closers are scheduled. B. Smoke -and -Draft and Fire Rated Doors: 1 3/4" thick, match non -rated door appearance. 1. Core: Staved lumber or particleboard core construction for 20 minute rated doors, mineral core required for longer ratings. C. Accessories: 1. Glazing Stops: Algoma, flush wood or wood veneered bead, labeled type required for fire rating, match door veneer. 2.03 FABRICATION A. Fabricate doors in accordance with requirements of specified standards. 1. Factory prefit wood doors. 2. Shop prepare doors to receive hardware; refer to Section 08700 - Hardware - for hardware requirements, templates, and locations. a. Factory machine doors for mortise hardware. Consult with Glenn Skipper, ext. 6125, and Pat DuPont, ext. 7668, on the following paragraph. Omit par. if not applicable. b. Electrical Hardware and Devices: Prepare doors and frames to receive electrical hardware specified in Section 08700 — Hardware. 3. Bevel strike edge of single -acting doors 1 /8" in 2". 4. Make cutouts for glass. B. Fire and Smoke -and -Draft Rated Doors: 1. Labels: UL or ITS/Warnock-Hersey. a. Items provided with labels other than the fire resistive rating shown on the Door Schedule are not permitted and will be rejected. b. Install labels where visible when doors are installed, in open position. Include the following par. if transparent finished doors are specified. 2. Provide maximum allowable edge strips of wood species to match face veneers. Agreement No. 6245 E. Finish: Factory finish in accordance with WIC System 5, transparent, clear, satin sheen. PART 3 EXECUTION 3.02 EXAMINATION Examine frames and conditions under which doors are to be installed. Proceed with the work only when frames and conditions are satisfactory. 3. 03 INSTALLATION A. Install doors in accordance with reference standards and with manufacturer's recommendations and instructions. l . Install fire rated doors in accordance with NFPA 80 and the manufacturer's fire test report installation data. a. Field cutting of fire rated doors is not permitted. 1 Coordinate installation of doors with frames specified in Section 08110 - Steel Doors and Frames, and hardware specified in Section 08700 - Hardware, and glazing specified in Section 08800 — Glazing. B. Rehang or replace doors which do not operate or swing freely. C. Protection: Protect wood surfaces after installation. At Substantial Completion, doors shall be without indication of use, deterioration, or damage. END OF SECTION 08210 Agreement No. 6245 SECTION 08710 HARDWARE GENERAL A. Related Document: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1, apply to work of this Section. B. Description ol`Work,: The extent of finish hardware is shown on the Plans and in the schedule. 2. Provide finish hardware for all doors including all items known commercially as builder's hardware or finish hardware. Include lock cylinders for locks furnished in other sections where so specified. Related Work Specified Elsewhere: C. ��galhyAssurance: Coordinate the application of hardware items with door and frame details and with methods of fastening specified. 2. Where the type of hardware specified is not adaptable to the finished size of members requiring hardware, submit an item having a similar operation and quality for review. Make finish hardware to templates, with wood and/or machine screws as applicable to door and frame details. Furnish templates and schedules to door and frame manufacturers and other trades so that doors and frames can be cut, reinforced and prepared in the shop to receive hardware. 4. Where several manufacturers are specified for one type of hardware, use only the products of one manufacturer. a. Hardware Brands: All locks and latch sets must be one (1) brand, all overhead closures must be one (1) brand, all overhead closures must be one (1) brand, all floor checks must be one (1) brand, all hinges must be one (1) brand. b. Hardware at Labeled Openings: Provide hardware for fire -rated openings in compliance with A.I.A. NBFU Pamphlet No. 80 and NFPA Standard No. 80. This requirement takes precedence over other requirements for such hardware. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required, and complies with the requirements of the door and door frame labels. C. Where panic exit devices are required on fire -rated doors, (with supplementary marking on door UL label indicating "Fire Door to be Equipped with Fire Exit Hardware") provide UL label on exit device indicating "Fire Exit Hardware". (See drawings if required) Agreement No. 6245 5. Application Assurance: Assure that all assemblies, components and parts shown or required, comply with the Contract Documents. Also assures that all components, specified or required to satisfactorily complete the installation are compatible with each other and adjoining substrates, materials and work by other trades and with the conditions of installation and expected use. D. Submittals: Hardware Schedule: Submit five (5) copies of the hardware schedule in the manner and format specified, complying with the actual construction progress schedule requirements (for each draft). Hardware schedules are intended for coordination of the work. Review and acceptance by the Engineer does not relieve the Contractor of its exclusive responsibility to fulfill the requirements as shown and specified. E. Final Hardware Schedule: Based on the builders hardware requirements indicated, organize the final hardware schedule into "hardware sets", indicating complete designation of every item required for each door or opening. Furnish initial draft of schedule at the earliest possible date, in order to facilitate the fabrication of other work (such as metal frames) which may be critical in the project construction schedule. Furnish final draft of schedule after samples, manufacturer's data sheets, coordination with drawings for other work, delivery schedules, and similar information has been completed and accepted. Where needed, furnish templates to fabricators of other work which is to receive finish hardware. F. Schedule of Door Iardware: HW SET: 01 3/0 X 7/0 X 1-3/4" WD X EACH TO HAVE: 3 EA HINGE 1279 4.5 X 4.5 619 HAG 1 EA LOCK ND50PD RHO 619 SCH 1 EA DOME STOP FS436 619 IVE HW SET: 02 3/0 X 7/0 X 1-3/4" WD X EACH TO HAVE: 3 EA HINGE 1279 4.5 X 4.5 619 HAG 1 EA LOCK ADEL LA9-3 619 1 EA THRESHOLD 173D 36" DK PEM 2 EA GASKETING PK33BL DBL ROW) ( BL K PEM 1 EA DOOR BOTTOM 234DV 36" DK PEM END OF SECTION 08710 Agreement No. 6245 SECTION 09220 - NON-STRUCTURAL METAL FRAMING PART l - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Non -load -bearing steel framing systems for interior partitions. 2. Suspension systems for interior ceilings and soffits. 3. Grid suspension systems for gypsum board ceilings. B. Related Requirements: Section 054000 "Cold -Formed Metal Framing" for exterior and interior load -bearing and exterior non -load -bearing wall studs; floor joists; roof rafters and ceiling joists; and roof trusses. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Sustainable Design Submittals: I. Product Data: For recycled content, indicating postconsumer and preconsumer recycled content and cost. 2. Environmental Product Declaration: For each product. 3. Sourcing of Raw Materials: Corporate sustainability report for each manufacturer. 4. Construction and Demolition Waste Management: Provide statements indicating percentage of materials diverted from landfills and incinerators and where recyclable resources are directed back to the manufacturing process. 1.4 INFORMATIONAL SUBMITTALS A. Product Certificates: For each type of code -compliance certification for studs and tracks. B. Evaluation Reports: For embossed steel studs and tracks, post -installed anchors and power - actuated fasteners], from ICC-ES or other qualified testing agency acceptable to authorities having jurisdiction. Agreement No. 6245 1.5 QUALITY ASSURANCE A. Code -Compliance Certification of Studs and Tracks: Provide documentation that framing members are certified according to the product -certification program of the Steel Framing Industry Association. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire -Test -Response Characteristics: For fire -resistance -rated assemblies that incorporate non - load -bearing steel framing, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 119 by an independent testing agency. B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated on Drawings, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. C. Horizontal Deflection: For wall assemblies, limited to 1/360 of the wall height. 2.2 FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. I. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: hot -dip galvanized unless otherwise indicated. B. Studs and Tracks: ASTM C 645. steel studs and tracks. 1. Steel Studs and Tracks:. a. Basis -of -Design Product. Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; ViperStud, ViperTrack or a comparable product by a current active member of the SFIA. b. Minimum Base -Metal Thickness: Match stud thickness As required. C. Depth: As indicated on Drawings. Track to match stud web size. d. Flange: As indicated on Drawings. e. Return: As indicated on Drawings. C. Slip -Type Head Joints: Where indicated, provide the following: Clip System: Clips designed for use in head -of -wall deflection conditions that provide a positive attachment of studs to tracks while allowing minimum vertical movement. a. Basis -of -Design Pw;oduct: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; CST Brand Slotted Track or a comparable product by a current active member of the SFIA Agreement No. 6245 2, Single Long -Leg Track System: ASTM C 645 top track with 2-inch-deep flanges in thickness not less than indicated for studs, installed with studs friction fit into top track and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing. I Double -Track System: ASTM C 645 top outer tracks, inside track with 2-inch-deep flanges in thickness not less than indicated for studs and fastened to studs, and outer track sized to friction -fit over inner track. 4. Deflection Track: Steel sheet top track manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs. a. Basis -of -Design Product; Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; FAS TRACK Brand or a comparable product by a current active member of the SFIA. D. Firestop Tracks: Top track manufactured to allow partition heads to expand and contract with movement of structure while maintaining continuity of fire -resistance -rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. BasITi,ss-ol Design Product: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; FAS TRACK Brand or a comparable product by a current active member of the SFIA. E. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. Basis-of=l)esi =n Product: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; Flat Strap and Backing Plate or a comparable product by a current active member of the SFIA. F. Cold -Rolled Channel Bridging: Steel, 0.0538-inch minimum base -metal thickness, with minimum 1/2-inch- wide flanges. Basis -of -Design Product: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; Cold -Rolled Channel Bridging or a comparable product by a current active member of the SFIA. Depth: As indicated on Drawings. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel. G. Hat -Shaped, Rigid Furring Channels: ASTM C 645. Basis -of -Design Product: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; Hat -Shaped, Rigid Furring Channels or a comparable product by a current active member of the SFIA one of the manufacturers listed. Minimum Base -Metal Thickness: As indicated on Drawings. Depth: As indicated on Drawings. H. Resilient Furring Channels: 1/2-inch-deep, steel sheet members designed to reduce sound transmission. Agreement No. 6245 Basis-ol Dcsi n P1'- d'LIcl: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; Resilient Furring Channels or a comparable product by a current active member of the SFIA. Configuration: Asymmetrical or hat shaped. Cold -Rolled Furring Channels: 0.053-inch uncoated -steel thickness, with minimum 1/2-inch- wide flanges. Depth: As indicated on Drawings. Furring Brackets: Adjustable, corrugated -edge -type steel sheet with minimum uncoated - steel thickness of 0.0329 inch. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, or double strand of 0.048-inch- diameter wire. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum uncoated -metal thickness of 0.0179 inch, and depth required to fit insulation thickness indicated. Oasis-of-l! si >n Prodrwct: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; Z-Shaped Furring or a comparable product by a current active member of the SFIA. K. Header Assembly: Made with an outer member, an inner insert, and clips. 1. 13asis-of Desi ari 11roduct: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; ProX Header or a comparable product by a current active member of the SFIA. 2. Minimum Base -Metal Thickness: As indicated on Drawings. 3. Outer Member Web Width: As indicated on Drawings. a. Basis -of -Design Product: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; or a comparable product by a current active member of the SFIA Inner Member: As indicated on Drawings. a. Basis -of -Design Product: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; or a comparable product by a current active member of the SFIA. Clips: Minimum 0.0538-inch base metal thickness; two per header. a. basis -owl ro acV. Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; ProX Clips or a comparable product by a current active member of the SFIA. 2.3 SUSPENSION SYSTEMS NOT USED Agreement No. 6245 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards 1. Fasteners for Steel Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. B. Isolation Strip at Exterior Walls: Provide the following: Asphalt -Saturated Organic Felt: ASTM D 226/1) 226M, Type I (No. 15 asphalt felt), nonperforated. PART 3-EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. B. Coordination with Sprayed Fire -Resistive Materials: 3.3 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Plaster Assemblies: Also comply with requirements in ASTM C 841 that apply to framing installation. 2. Portland Cement Plaster Assemblies: Also comply with requirements in ASTM C 1063 that apply to framing installation. 3. Gypsum Veneer Plaster Assemblies: Also comply with requirements in ASTM C 844 that apply to framing installation. 4. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install framing and accessories plumb, square, and true to line, with connections securely fastened. Agreement No. 6245 C. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. D. Install bracing at terminations in assemblies E. Do not bridge building control and expansion joints with non -load -bearing steel framing members. Frame both sides of joints independently. 3.4 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. C. Install studs so flanges within framing system point in same direction. D. Install tracks at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above ceiling. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb unless otherwise indicated. b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch clearance from jamb stud to allow for installation of control joint in finished assembly. C. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. Fire -Resistance -Rated Partitions: Install framing to comply with fire -resistance -rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure. a. Firestop Track: Where indicated, install to maintain continuity of fire -resistance - rated assembly indicated. 5. Sound -Rated Partitions: Install framing to comply with sound -rated assembly indicated. 6. Curved Partitions: a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs. Agreement No. 6245 Begin and end each are with a stud, and space intermediate studs equally along arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches O.C. E. Direct Furring: 1. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches o.c. F. Z-Shaped Furring Members: Erect insulation, specified in Section 072100 "Thermal Insulation," vertically and hold in place with Z-shaped furring members spaced 24 inches o.c. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches o.c. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond comer; on adjacent wall surface, screw -attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit. G. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. END OF SECTION 09220 Agreement No. 6245 SECTION 09260 GYPSUM BOARD ASSEMBLIES PART 1- GENERAL 1.1 SUMMARY A. Description of Work: Work of this section includes, but is not limited to, the following: 1. Gypsum board and accessories 2. Veneer plaster 3. Metal studs and furring 4. Metal shaftwall systems 5. Metal suspension systems 6. Sound -rated construction and accessories 7. Gypsum board finishing 8. Trim and accessories 1.2 RELATED WORK SPECIFIED ELSEWHERE A. See Section 09900 PAINTING AND FINISHING for gypsum board prime and finish coats. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's specifications and installation instructions with project conditions and materials clearly identified or detailed for each required system. 1.4 SYSTEM REQUIREMENTS A. Performance Requirements: Fabricate and install systems as indicated but not less than that required to comply with ASTM C754 under the following conditions: 1. Gypsum board partitions: a. Standard systems: Maximum deflection of 1/240 of partition height. 2. Interior suspended ceilings: Maximum deflection of 1/360 of distance between supports. B. Fire Resistance Ratings: Where fire resistance classifications are indicated, provide materials and application procedures identical to those listed by UL or tested according to ASTM E 119 for type of construction shown. C, Acoustical Ratings: Where sound ratings are indicated, provide materials and application procedures identical to those tested by manufacturer to achieve Sound Transmission Class (STC) scheduled or indicated in accordance with ASTM E90. 1.5 QUALITY ASSURANCE A. Reference Standards: 1. Applicable requirements of ASTM C754 for installation of steel framing. 2. Install gypsum board in accordance with applicable requirements and recommendations of Gypsum Association GA 216, "Recommended Specifications for the Application and Finishing of Gypsum Board" except for more stringent requirements of manufacturer. 3. Apply acoustical sealant in accordance with applicable requirements of ASTM C919. 1.6 DELIVERY, STORAGE AND HANDLING Agreement No. 6245 A. Delivery: 1. Deliver material to site promptly without undue exposure to weather. 2. Deliver in manufacturer's unopened containers or bundles, fully identified with name, brand, type and grade. B. Storage: 1. Store above ground in dry, ventilated space. 2. Protect materials from soiling, rusting and damage. 3. Store board to be directly applied to masonry walls at 70°F for 24 hours prior to installation. 1.7 PROJECT CONDITIONS A. Environmental Requirements: 1. Do not install gypsum board when ambient temperature is below 40°F. 2. For adhesive attachment of gypsum board, and for finishing of gypsum board, maintain ambient temperature above 55°F from one week prior to attachment or joint treatment, and until joint treatment is complete and dry. 1.8 ALTERNATE CONSTRUCTION WASTE DISPOSAL A. Reuse: L Separate clean waste drywall pieces from contaminants for landfilling or recycling. Do not include vinyl -faced, mold -resistant or asphalt impregnated gypsum boards. Pulverize and apply to site soil in accordance to landscape specifications. Protect scrapes and pulverized material from moisture and contamination. Alternate to on -site soil amendment, work to supply local farming granular material for their use. B. Recycle: 1. Separate clean waste drywall pieces from contaminants for landfilling or reuse. Working with local waste hauler and local drywall manufacturer, provide proper storage of waste for pickup and return. Protect scrapes material from moisture and contamination. PART 2 - PRODUCTS 2.1 PRODUCTS AND MANUFACTURERS A. Gypsum Board and Accessories: Listed products establish standard of quality and are manufactured by United States Gypsum Company (USG), Chicago, IL. B. Steel Framing and Furring: Company acceptable to installer. C. Grid Suspension Assemblies: Listed products establish standard of quality and are manufactured by United States Gypsum Company (USG), Chicago, IL. 2.2 BOARD MATERIALS A. Gypsum Board: 1. ASTM C1396 (Section 5), Type X fire-resistant type. 2. Edges: Tapered. 3. Thickness: 5/8 inch, unless otherwise indicated. a. Where curved gypsum board construction is indicated, use 1/4 inch thick flexible facing board. Agreement No. 6245 Acceptable products: a. Typical partitions and ceilings: Equivalent to SHEETROCK® brand SW, FIRECODE® or FIRECODER "C" Core gypsum panels by USG. b. OR [depends on edge condition option]: Equivalent to SHEETROCK® brand Regular, FIRECODEV or FIRECODEO "C" Core gypsum panels by USG. C. Acceptable product for fire -rated walls: Equivalent to ULTRACODE® Core, 3/4 inch thick, by USG. d. Acceptable product for curved walls: 1/4" Flexible Gypsum Panels. e. Where foil -backed gypsum board is indicated: Equivalent to SHEETROCK® brand SW Foil -Back, FIRECODE® or FIRECODE® "C" gypsum panels by USG. OR SHEETROCK® brand Regular Foil -Back, FIRECODE® or FIRECODE® "C" CORE gypsum panels by USG. f. Use gypsum board and joint compound with little or no VOCs and formaldehyde emissions. Gypsum board shall have a minimum of 5% Post -consumer and 20% Post- industrial (nation-wide average for company) as defined by FTC (Federal Trade Commission) by USG. 2.3 METAL FRAMING AND FURRING MATERIALS A. Metal Studs and Runners: 1. ASTM C645, "C" shaped, gauge: a. Provide gauge as indicated for studs; runner gauge as recommended by stud manufacturer. b. Provide 25 gauge studs, except as otherwise indicated or specified. Provide heavier gauge if required. C. At door [and borrowed light] frames, provide (2) 25 gage minimum studs at each jamb. Where wall is indicated or specified to be typically framed with 20 gauge studs, provide (2) 20 gauge studs at each jamb. d. Provide 20 gauge studs at walls to receive cement backer board, and water resistant gypsum board with ceramic tile facing. e. Provide runner gauge as recommended by stud manufacturer. 2. Depth of sections: As indicated. 3. Corrosion protection: G40 hot -dipped galvanized coating per ASTM A525. B, Shaft Wall Supports: Not applicable. C. Metal Furring Channels: 1. Hat -shaped: a. ASTM C645, 7/8 inch high, 25 gauge, with G40 hot -dipped galvanized coating per ASTM A525. b. Provide 20 gauge at furring to receive tile backer board. C. Acceptable products: DWC-25 for and 5/8" gypsum board and DWC-20 by USG. 2. Z-shaped: ASTM C645, depths as indicated, 24 gauge minimum, with G40 hot -dipped galvanized coating per ASTM A525. 3. Resilient: Manufacturer's standard type designed to reduce sound transmission; '/z inch deep, 25 gauge steel with G40 hot -dipped galvanized coating per ASTM A525. 2.4 CEILING AND SOFFIT SUPPORT MATERIALS A. Hanger Anchorage Devices: Screws, clips, bolts or other devices compatible with indicated structural anchorage for ceiling hangers and whose suitability has been proven through standard construction practices or by certified test data. Agreement No. 6245 B. Powder -Actuated Fasteners in Concrete: Fabricated from corrosion -resistant materials, with clips or other accessory devices for attaching hangers [and with capability to sustain, without failure, a load equal to 1 Ox calculated loads]. C. Hangers: 1. Steel wire or rods, sizes to comply with requirements of ASTM C754 for ceiling or soffit area and loads to be supported. 2. Wire: ASTM A 641, soft, Class 1 galvanized. 3. Rods and flats: 1. Mild steel components. 2. Finish: Galvanized or painted with rust -inhibitive paint for interior work; galvanized for exterior work. D. Framing System: 1. Main runners: 1. Cold -rolled, "C" shaped steel channels, 16 gauge minimum. 2. Finish: Galvanized with G40 hot -dip galvanized coating per ASTM A525 [for exterior work]; galvanized or painted with rust -inhibitive paint for other interior work. 3. Form to required radius at curved ceilings. 2. Cross furring: Hat -shaped steel furring channels, ASTM C645, 7/8 inch high, 25 gauge, galvanized. 3. Furring anchorages: 16 gauge galvanized wire ties, manufacturer's standard wire -type clips, bolts, nails or screws recommended by furring manufacturer and complying with ASTM C754. 4. Provide compression posts and other accessories as required to comply with seismic requirements. 2.5 ACCESSORIES A, Metal Trim for Gypsum Board: 1. Conform to profile and dimensions indicated. 2. Material for interior work: Galvanized steel, 26 gauge minimum. 3. Corner beads: Equivalent to Dur-A-Bead No. 103 by USG. 4. Casing beads (edge beads): Equivalent to 200A by USG. 5. Control joints: a. Roll -formed zinc with perforated flanges. b. Size: 1-3/4 inch wide, with'/a inch wide center channel. C. Provide with removable tape strip over channel. d. Acceptable product: Equivalent to No. 093 by USG. B. Paper -Faced Metal Trim for Gypsum Board: 1. Conform to profile and dimensions indicated. 2. Material for interior work: Comply with ASTM C1047. 3. Outside corners: Paper Faced Metal Bead and Trim B 1 W series by USG. 4. Outside Bullnose corners: Paper Faced Metal Bead and Trim by USG. 5. Inside corners: Paper Faced Metal Bead and Trim by USG. 6. Trims: L shape —Premasked L series by USG; J shape: B9 SERIES by USG. C. Backer Plates: 1. Steel, galvanized; 6 inches wide x 20 gauge minimum x lengths to suit size of items to be attached; fastened to studs for attachment of surface mounted fittings and accessories. Agreement No. 6245 2. Elimination of backer plates or direct attachment of accessories or equipment to studs will not be allowed. D. Hanger Wire Sound Isolators: Provide where indicated for sound -rated suspended ceilings.. E. Adhesives and Joint Treatment Materials: 1. Conform to requirements of ASTM C475. 2. Joint compounds: a. Drying -type (ready -mixed): Equivalent to SHEETROCKO brand taping joint compound and topping joint compound, or SHEETROCK® all purpose joint compound or ready - mixed lightweight all purpose joint compound by USG. b. Setting (chemically -hardening) type: Equivalent to SHEETROCK® brand setting - type joint compound by USG. C. SHEETROCK® brand TUFF -HIDE TMprimer-surfacer: Finish Level 4 (GA- 214/ASTM C-840) drywall surface with vinyl acrylic latex -based coating to achieve Level 5 gypsum board finish. d. Laminating adhesive for multiple layers: Special adhesive or joint compound specifically recommended for laminating gypsum boards. e. Laminating adhesive for direct application: Special adhesive or joint compound specifically recommended for laminating gypsum boards and for adhering gypsum boards to solid substrates. f. Reinforcing joint tape: 1. ASTM C475, 2 inch nominal width. 2. For backer board, provide fiberglass tape as recommended by board manufacturer and acceptable to manufacturer of ceramic tile setting materials. F. Gypsum Board Screws: Self -drilling, self -tapping steel screws. 1. For steel framing less than 0.03 inch thick: Comply with ASTM C1002. 2. For steel framing from 0.033 inch thick to 0.112 inch thick: Comply with ASTM C954. 3. Provide Type S or Type S-12 screws. G. Backer Board Accessories: Provide accessories and corrosion -resistant -coated steel screws as recommended by backer board manufacturer and required for complete installation. H. Acoustical Sealant: Equivalent to SHEETROCK® acoustical sealant by USG. 1. Sound Attenuation Blankets: 1. Mineral fiber, conforming to ASTM C665, Type I. 2. Surface burning characteristics per ASTM E84: a. Flame spread: 15 or less. b. Smoke developed: 0. 3. Thicknesses: As indicated. 4. Acceptable product and manufacturer: Equivalent to Thermafiber LLC Sound Attenuation Fire Blankets SAFB (Fire Safety FS-15 Blankets). Z-Furring Insulation: See Section 07210 BUILDING INSULATION. K. Miscellaneous Accessories: Provide as required for complete installations. PART 3 - EXECUTION Agreement No. 6245 3.1 EXAMINATION A. Examine substrates and adjoining construction and conditions under which work is to be installed. Do not proceed with work until unsatisfactory conditions are corrected. 3.2 GENERAL INSTALLATION REQUIREMENTS A. Install in accordance with reference standards and manufacturer's instructions [and as required to comply with seismic requirements]. B. Tolerances: 1. Do not exceed 1/8 inch in 8'-0" variation from plumb or level in exposed lines of surface, except at joints between gypsum board units. 2. Do not exceed 1/16 inch variation between planes of abutting edges or ends. 3. Shim as required to comply with specified tolerances. C. Install framing to comply with ASTM C754 and with ASTM C840 requirements that apply to framing installation. D. Install supplementary framing, blocking and bracing at terminations in gypsum board assemblies to support fixtures, equipment, heavy trim, grab bars, toilet accessories, furnishings or similar construction. 3.3 METAL SUPPORT INSTALLATION A. Metal Runners: 1. Align and secure runner tracks accurately to partition layout at both floor and ceiling. 2. Provide fasteners appropriate to substrate construction as recommended by manufacturer. B, Metal Studs: 1. Position metal studs vertically in the runners, spaced as indicated on drawings. 2. Place studs so that flanges face in same direction. 3. Cut studs '/2 inch short of full height to provide perimeter relief. 4. Align and plumb partition framing accurately. 5. Where partitions abut ceiling or deck construction or vertical structural elements, provide slip or cushion type joint between partition and structure as recommended by stud manufacturer to prevent transfer of structural loads or movements to partitions, and to provide lateral support. 6. Provide horizontal bracing where necessary for lateral support. 7. Backer plates and blocking: a. Where handrails, grab bars, cabinets, wall -mounted door stops, or other wall -hung items are attached to partitions, install backer plates or wood blocking accurately positioned and firmly secured to metal studs, whether or not such backer plates or blocking are indicated on Drawings. b. Do not use wood blocking in fire -rated construction. C. Hat Channel Furring: 1. Attach hat -shaped furring channels either vertically or horizontally with fasteners through alternate wing flanges (staggered). 2. Space furring channels at 24 inches on center, unless otherwise indicated. Where furring is indicated to receive backer board, water resistant gypsum board with ceramic tile, or veneer plaster, space at 16 inches on center. 3. Install furring channels within 4 inches of floor line and ceiling line. Agreement No. 6245 D. Z-Furring: 1. Securely attach narrow flanges of members to wall with concrete stub nails or power -driven fasteners, except as otherwise indicated. 2. Sequence furring installation with installation of insulation. E. Ceiling and Soffit Support Systems: 1. Secure hangers or rods to structural support by connecting directly to structure where possible; otherwise connect to inserts, clips or other anchorage devices or fasteners indicated. 2. Space main runners, hangers and furring according to requirements of ASTM C754, except as otherwise indicated. 3. Where spacing of structural members, or width of ducts or other equipment, prevents regular spacing of hangers, provide supplemental hangers and suspension members and reinforce nearest affected hangers to span extra distance. 3.4 BOARD INSTALLATION A. Single Layer Gypsum Board on Metal Studs: 1. Loosely butt gypsum board joints together and neatly fit. 2. Do not place butt ends against tapered edges. 3. Maximum allowable gap at end joints: 1/8 inch. 4. Stagger joints on opposite sides of partitions. 5. Apply ceiling boards first where gypsum board ceilings and wall occur. 6. Cut openings in gypsum board to fit electrical outlets, plumbing, light fixtures and piping snugly and small enough to be covered by plates and escutcheons. Cut both face and back paper. 7. Screw board in place securely with screws spaced according to manufacturer's recommendations. B. Single Layer Gypsum Board on Furring: 1. Apply gypsum board with long dimension at right angles to furring channel. 2. Center end joints over channel web; stagger end joints from those in adjacent rows of board. 3. Fasten boards to furring channels with screws spaced according to manufacturer's recommendations. C. Double Layer Gypsum Board: 1. Fasten base layer to studs or furring with screws, and attach face layer using laminating adhesive and screws, applied according to manufacturer's instructions. 2. Offset face -layer joints at least 10 inches from parallel base -layer joints. Screw both layers to metal supports at double layer ceiling applications and where required for fire -rated construction. 3.5 VENEER PLASTER INSTALLATION Not Applicable 3.6 SOUND -RATED CONSTRUCTION A. Insulation: I. Install sound attenuation blankets in sound -rated partitions and ceilings where indicated. 2. Completely fill space between studs and framing to full height of partition wall or full area of ceiling. Agreement No. 6245 Fit carefully behind electrical outlets and other work penetrating sound -rated construction. 4. Install sound attenuation blankets in gaps between steel deck flutes and tops of sound -rated partitions, which are not fire -rated. Attach blankets in accordance with manufacturer's instructions. B. Gypsum Board: 1. Install gypsum board same as for interior partitions. 2. Coordinate with installation of perimeter sealants. C. Acoustical Sealant: 1. At partition walls, provide continuous beads of acoustic sealant at juncture of both faces of runners with floor and ceiling construction, and wherever gypsum board abuts dissimilar materials, prior to installation of gypsum board. 2. At ceilings, provide continuous beads of sealant wherever gypsum board abuts dissimilar materials. 3. Provide continuous bead of sealant behind faces of control joints prior to installation of control joint accessories. 4. After installation of gypsum board base layers, cut face layer sheets '/2 inch less than floor -to -ceiling height and position with 1/4 inch open space between gypsum board and floor, ceiling and dissimilar vertical construction. Fill 1/4 inch open space with continuous sealant beads after installation of face layer. 5. At openings and cutouts, fill open spaces between gypsum board and fixtures, cabinets, ducts and other flush or penetrating items, with continuous bead of sealant. 6. Seal sides and backs of electrical boxes to completely close off openings and joints. D. Sound Flanking Paths: 1. Where sound -rated partition walls intersect non -rated gypsum board partition walls, extend sound -rated construction to completely close sound flanking paths through non -rated construction. 2. Seal joints between face layers at vertical interior angles of intersecting partitions. 3.7 ACCESSORY INSTALLATION A. Trim: 1. Use same fasteners to anchor trim accessory flanges as required to fasten gypsum board to supports, unless otherwise recommended by trim manufacturer. 2. Install metal corner beads at external corners. 3. Install metal casing bead trim whenever edge of gypsum board would otherwise be exposed or semi -exposed. B. Control Joints: 1. Install control joints at junction of gypsum board partitions with walls or partitions of other finish material. 2. Install control joints within long runs of partitions, ceilings or soffits at approximately 30'-0" on center or as indicated. 3. Where gypsum board is vertically continuous, as at stairwells, provide horizontal control joints at each floor level. C. Special Trim: Install as indicated on drawings and in accordance with manufacturer's instructions. 3.8 FINISHING Agreement No. 6245 A, Provide levels of gypsum board finish for locations as follows, in accordance with Gypsum Association GA 214, "Recommended Specification: Levels of Gypsum Board Finish". 1. Level 1: Ceiling plenum areas and concealed areas, except provide higher level of finish as required to comply with fire resistance ratings and acoustical ratings. 2. Level 2: Gypsum board substrate at tile [stone], except remove tool marks and ridges. 3. Level 3: Gypsum board surfaces, where textured finishes or heavy vinyl wall papering will be used. 4. Level 4: Gypsum board surfaces, except where another finish level is indicated. 5. Level 5: Gypsum board surfaces requiring extra smooth surface for critical light, where indicated using spray -applied Primer -Surfacer, TUFF -HIDE. a. Surface Preparation: Complete gypsum board surface to Level 4 before applying primer - surfacer. B. Interior Gypsum Board: 1. Prefill: a. Use setting -type joint compound. Mix joint compound according to manufacturer's directions. b. Fill joints between boards flush to top of eased or beveled edge. C. Fill joints of gypsum board above suspended ceilings in fire -rated partitions. d. Wipe off excess compound and allow compound to harden. 2. Taping (Level 1): a. Use taping or all purpose [conventional weight, lightweight or midweight] compound. b. Butter taping compound into inside corners and joints. C. Center tape over joints and press down into fresh compound. d. Remove excess compound. e. Tape joints of gypsum board above suspended ceilings. 3. First coat (Level 2): a. Use taping or all-purpose [conventional weight, lightweight or midweight] drying -type compound, or setting -type joint compound. b. Immediately after bedding tape, apply skim coat of compound over body of tape and allow to dry completely in accordance with manufacturer's instructions. C. Apply first coat of compound over flanges of trim and accessories, and over exposed fastener heads and finish level with board surface. 4. Second coat (Level 3): Use all purpose or topping (conventional weight, lightweight or midweight) drying type joint compound. After first coat treatment is dried, apply second coat of compound over tape and trim, feathering compound 2 inches beyond edge of first coat. 5. Third coat (Level 4): a. Use all purpose or topping [conventional weight, lightweight or midweight] drying type joint compound. b. After second coat has dried, sand surface lightly and apply thin finish coat to joints, fasteners and trim, feathering compound 2 inches beyond edge of second coat. C. Allow third coat to dry. Apply additional compound, and touch-up and sand, to provide surface free of visual defects, tool marks, and ridges, and ready for application of finish. 6. Skim coat (Level 5): a. Apply skim coat of all-purpose (conventional weight) drying -type compound or spray - applied Primer -Surfacer, TUFF -HIDE over exposed surfaces of gypsum board. b. After skim coat has dried, touch-up and sand to provide surface free of visual defects, tool marks, and ridges, and ready for application of finish. C. Joint Compound: Agreement No. 6245 After skim coat sets, apply finish coat of compound feathering 3 to 4 inches beyond tape edges. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. Allow joint compound to completely set before applying veneer plaster finish. D. Trim: 1. Use same fasteners to anchor trim accessory flanges as required to fasten gypsum board to supports, unless otherwise recommended by trim manufacturer. 2. Install metal corner beads at external corners. 3. Install metal casing bead trim whenever edge of gypsum base would otherwise be exposed or semi -exposed, and where gypsum base terminates against dissimilar material. 3.9 VENEER PLASTER APPLICATION Not Applicable. 3.10 ADJUSTING A. Correct damage and defects which may telegraph through finish work. B. Leave work smooth and uniform. END OF SECTION 09260 Agreement No. 6245 SECTION 09300 - CERAMIC TILE PART 1 - GENERAL 1.11 DESCRIPTION A. Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete the tile work as shown on the drawings or specified. Related documents, drawings and general provisions of contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to work of this section. Related Sections: 1. Division 7, sealing expansion joints and other joints in tile work (joint sealant types, colors and manufacturers to be specified by Architect). 07920 1.2 REFERENCE STANDARDS Comply with current editions and applicable Specifications of the following: 1. American Society for Testing and Materials (ASTM). 2. American National Standards Institute (ANSI). 3. Tile Council of North America (TCNA) Handbook for Ceramic Tile Installation. 1.3 MALITY ASSURANCE A. Provide tile materials of each type, color and finish from Crossville Porcelain Stone / USA, Crossville, Tennessee. Provide setting, grouting and related materials of each type, color and finish obtained from one source. B. Deliver, store and handle materials in accordance with manufacturer's instructions. C. Tile contractor, by commencing the work of this section, assumes overall responsibility to assure that all assemblies, components and parts shown or required within the work of this section comply with contract documents and are compatible with each other and with the conditions and expected use. D. Qualified Labor (Because tile is a permanent finish, the lowest bid should not be the deciding factor but rather, but who is the most qualified to perform the scope of the work being specified. See TCNA Handbook for a list of recognized programs). Engage an installer with a minimum of five (5) commercial tile installations similar in material, design and scope to that indicated. E. Pre -Installation Meeting: Prior to tile installation, conduct a pre -installation project meeting. Contractor, Subcontractor, Material Suppliers, Architect and Owner representative shall be notified of the meeting. F. Extra Stock: Furnish extra stock of quantity equal to 5% of amount installed, in full-size units, for each type, color, size and finish of tile. Agreement No. 6245 1.4, SUBMITTALS A. Verification Samples: Submit the following for each type, color, size, and finish included in the work. 1. Full size tile and trim shapes, (indicate number of pieces required). 2. Grout color samples. 3. Sealant color samples or Prefabricated Joint/Transition Strip Samples B. Product and Installation Data: 1. Porcelain tile manufacturer's product and technical data indicating compliance with applicable standards. 2. Master Grade Certificates for each type of tile issued by tile manufacturer and signed by the installer, only available after the material has shipped from the manufacturer. 3. Mortar and grout manufacturer's technical data sheets indicating suitability for the installation specified and compliance with applicable standards. 4. Sealant or prefabricated joint manufacturer's product and technical data. 15 ENVIRONMENTAL A. Comply with requirements of referenced standards and recommendations of material manufacturers for environmental conditions before, during and after installation. B. Maintain environmental conditions and protect work during and after installation to comply with referenced standards and manufacturer's printed recommendations. C. Maintain minimum and maximum temperature limits as recommended by manufacturers. D. Protect adjacent surfaces during progress of the work in this section. E. Illuminate the work area during installation providing the same level and angle of illumination as will be available for final inspection. The use grazing or cove type lighting where lights are located either at the wall/ceiling interface, or mounted directly to the wall prompts the light to strike the tile finish at a straight down angle, creating unwanted shadows from grout lines giving the tile layout an un-flat irregular appearance. Installing overhead lighting at a wide downward angle 18"-24" away from the tiled wall will provide a flatter more uniform appearance to the tiled surface. PART 2-PRODUCTS 2_1 GENERAL REQUIREMENTS A. Furnish tile complying with "Standard/First Grade" requirements per ANSI A137.1 - 2012, for types of tile indicated. Agreement No. 6245 B. Comply with ANSI Standard for Tile Installation Material and current Tile Council of North America (TCNA) Handbook for products and materials indicated for setting and grouting. 2.2 TILE A. Unglazed and glazed porcelain tile shall be standard/first grade quality as manufactured by Crossville Inc., Crossville, Tennessee, and shall conform to the requirements of ANSI A137.1 - 2012. 1. Size: Porcelain and ceramic tile shall be manufactured to specific size after firing and shall be Nominal 2'x2" for floor and 6"x6" or 6"x12" for walls. All measurements are in inches unless otherwise specified. 2. Type: Floor Porcelain the shall be — Crossville Main Street 2"x2" floor tile with 6" Cove base, Gallery Grey stone look, UPS- Unpolished. Wall Porcelain tile shall be — Crossville Main Street 6"x6" or 6"xl2" Boutique black or Caf6 Caramel, stone look, UPS -Unpolished. 3. Thickness: Porcelain tile shall be manufactured to specific thickness after firing and shall be nominal 3/8" or greater. 4. Color: Gallery Grey and Boutique black or Cafe Caramel. 5. Product Test Data: Manufacturer's list of: a. Water Absorption (ASTM C373) b. Breaking Strength (ASTM C648). c. Bond Strength (ASTM C482). d. DCOF Dynamic Coefficient of Friction (ANSI 137.1-2013). 6. According to availability, provide matching trim shapes such as bullnose, corners, borders and cove base when specified. 7. Environmental Properties a. ANSI 138.1 Green Squared Certified 2.3 SETTING AND GROUTING MATERIALS: A. Use appropriate installation mortars according to ANSI A118-2014. B. Grouting Materials: Select grouting materials according to the following types: Tile setting and grouting epoxy: A 118.6-2010 Standard Cement Grout, A 118.7-2010, High Performance Cement Grout or A118.8-2010, Modified Epoxy Emulsion Grout. Provide grout in colors selected by the Architect from standard colors available from the approved manufacturers. C. Use waterproofing/Anti Fracture Membrane as required according to ANSI A118.12. 24 EXPANSION JOINTS, CONTROL, CONTRACTION, AND ISOLATION JOINTS: A. Refer to most current TCNA Handbook, Method EJ 171 for recommendations on locating, Agreement No. 6245 treating and detailing various types of construction joints. NOTE: Architect must specify type of expansion joints and show location and details on drawings. B. Use sealant complying with ASTM C920 according to Type, Grade, Class and Uses required. C. Prefabricated expansion joints can also be used when suitable for installation. PART 3 — EXECUTION 3.1 EXAMINATION A. Examine substrates where tile will be installed for compliance with requirements for installation tolerances and other conditions effecting performance of installed tile. Before tiling concrete surfaces saturated dry (SSD), free of standing water verify that substrates for setting tile are well cured, structurally sound dry, clean, and free from oil or waxy films, curing compounds or other coatings and surface treatments. Nonstructural shrinkage cracks should be pretreated with a crack suppression membrane (to prevent telegraphing of cracks through the finished tile installation) ANSI Al 18.12. B. Do not proceed with installation until unsatisfactory conditions have been corrected. Commencement of work signifies acceptance of substrate and installation conditions. 3.2 PREPARA,TION A. Substrate Preparation: Prepare and clean substrate in accordance with installation standards and manufacturer's instructions, and as follows: 1. Remove protrusions, bumps and ridges by grinding or chipping. 2. Repair, fill, and level cracks, holes, depressions and rough or chipped areas in substrate using patching material recommended by setting materials manufacturer. 3. Slab to have light broom finish when tile is installed by thin -set method. 4. Before tiling, verify that all surfaces to be tiled are structurally sound true to plane, and fall within maximum variations shown below: Ensure that the substrate is within the following tolerances: a. Horizontal surfaces (floors) - Maximum variation in substrate shall not exceed 1/4 " in ten feet* from required plane, depending on substrate. b. Vertical surfaces (walls) - Maximum variation in substrate shall not exceed 1/4 " in ten feet* from the required plane, depending on substrate. when usin -iAi format d i ii-I by TCNA, I Iand ogk as tiles witlr at least -one ed&eL 1 " in lenr.'th or greater. a ntore stringent tolerance 1/8" in I W or 1 /16" in 24" when ni asure from the higl- r•oints on the surface Ns,�iired. Report all unacceptable surfaces to the architect in writing, and do not tile such surfaces until they are leveled enough to meet above requirements. Agreement No. 6245 B. Jobsite Blending: Blend tiles before installing in accordance with reference standards to produce an even range and distribution of color and finish. 3_3 INSTALLATION A. Manufacturers' Instructions: Perform work in compliance with standard accepted installation guidelines, Crossville Porcelain Stone/USA instructions and setting materials manufacturers' instructions. B. Comply with appropriate ANSI A108-2014 specification and current Tile Council of North America Handbook (TCNA) for appropriate method of installation for each specification. For thin set adhesive mortar application use following technique: 1. With the flat side of trowel, key mortar into substrate. 2. Using the appropriate size trowel, comb mortar in one direction with notched side of the trowel. 3. Set tile with a sliding motion, perpendicular to the mortar ridges. 4. Obtain as near 100% coverage as possible of mortar to tile. 5. Mortar coverage shall be no less than 85% and shall be sufficiently distributed to give full support under all corners and edges of the tile. 6. Note: 95-100% coverage is mandatory for wet and exterior areas. Periodically, remove sheets or individual tiles to assure proper bond coverage consistent with industry specifications. C. Installing Tile: 1. Install tile in pattern indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Adjust to minimize tile cutting and to avoid tile less than half size. 2. When possible, smooth cut edges of tile and/or use appropriate cutter or wet saw to produce smooth cuts. Provide straight cuts which align with adjacent materials. 3. Extend tile into recesses and under equipment and fixtures to form a complete covering without interruption. 4. Terminate tile neatly at obstructions, edges, and corners, without disruption of pattern or joint alignment. 5. Provide tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints smooth and even, without voids, cracks, or excess mortar or grout. 6. Mix mortar in strict accordance with manufacturer's recommendations. 7. Apply setting material in accordance with manufacturer's directions and install tile before mortar has started initial cure. For thin set mortar application, use a notch trowel that will achieve the recommended coverage of mortar after tiles have been installed. Reference standard coverage information and follow manufacturer's recommendations for trowel size when using mortar. 8. Do not spread more material than can be covered within 10 to 15 minutes. If "skinning" Agreement No. 6245 occurs, remove mortar and spread fresh material. Spread mortar with notches running in one direction that shall be perpendicular to the pressing, pushing and pulling of tile during placement. 9. Place tile in fresh mortar, press, push and pull the tile slightly to achieve as near 100% coverage and contact of tile with setting material and substrate as possible. The coverage shall be no less than 85% and be sufficiently distributed to give full support of the tile. Make sure that all corners and edges are well supported with mortar. Leave no hollow corners or edges. NOTE: 95-100% coverage is mandatory for wet or exterior areas. A skim coat ("back -butter") of mortar can be placed onto the entire back of the tile using a trowel in order to assist in optimum adhesion and coverage of the mortar being used. 10. Ensure there is a minimum 1/8" of mortar between tile and substrate after proper bedding. Installer must periodically remove sheets or individual tiles to assure proper bond coverage consistent with industry specifications. If coverage is found to be insufficient, usea larger size notch trowel. 11. Use a beating block and hammer or rubber mallet so that faces and edges of individual tiles are flush and level with faces and edges of adjacent tiles, and to reduce lippage. 12. For running bond/brick joint patterns utilizing tiles (square or rectangular) where the side being offset is greater than 18" (nominal dimension), the running bond offset will be a maximum of 33% unless otherwise specified by the tile manufacturer. If an offset greater than 33% is specified, specifier and owner must approve mock-up and lippage. D. Grouting: 1. Install grout in accordance with ANSI A108.10, A108.6, A108.8, A108.9-2010 correlating to grout type chosen and manufacturer's recommendations. 2. Mix grout material in strict accordance with manufacturer's directions. 3. Apply grout to produce full, smooth grout joints of uniform width, and free of voids and gaps. 4. Before grouting entire area do a test area to assure there will be no permanent staining or discoloration of the tile and to verify that the grout is easily removed from the surface. If necessary, pre -coat exposed surfaces of tile with a grout release as recommended by the manufacturer, as this will facilitate removal of the grout. 5. Cure all setting and grouting materials in accordance with manufacturer's recommendations. Cleaning and Protection: 1. If one has been used, remove grout release and clean tile surfaces so they are free of grout residue and foreign matter, in accordance with manufacturer's instructions. If a grout haze or residue remains, use a suitable grout haze remover or cleaner and contact grout manufacturer for recommendations. Flush surface with clean water before and after cleaning. Do not use harsh hydrochloric, muriatic or sulfuric acid or acid -based cleaners to clean glazed tiles or tiles grouted with latex modified grout. 2. When a heavy residue of Portland cement grout is present, acceptable tile cleaning acids Agreement No. 6245 may be used. However, the grout should be allowed to cure a minimum of 10 days before this aggressive cleaning method is employed. Tile and grout shall be soaked with water before cleaning. In the absence of a recommendation from the grout manufacturer, acid cleaning may be done with a saturated solution of phosphoric or sulfamic acid, mixed in accordance with manufacturer's recommendations. 3. Protect all floor tile installations with clean construction paper or other heavy covering during construction period to prevent staining or damage. After cleaning, provide protective covering and maintain conditions to protect tile work from damage or deterioration. Where tiled surfaces will be subject to equipment or wheel traffic or heavy construction traffic, and during move -in of furniture and equipment, cover protective covering with 1/4" hardboard, plywood or similar material. No foot or wheel traffic permitted on floor for at least 3 days after grouting. Owner/specifier is responsible for protecting tile from damage including allowing sufficient time for installed materials to cure properly typically 30-45 days is required for full cure of thin set bonding mortars. 4. Leave finished installation clean and free of cracked, chipped, broken, un- bonded, and otherwise defective tile work. 5, Consult most current Crossville Brochure "How to Care For Porcelain Tile" for information on post installation cleanup and routine maintenance Inquiries- Crossville Incorporated — Technical Services (931) 484 — 2110 (931) 484-8418 Fax EMAIL- crossc@crossvilleinc.com SECTION 09300 - CERAMIC TILE Agreement No. 6245 SECTION 09900 PAINTING GENERAL A. Related Documents: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1, apply to work of this Section. B. Descritation of Work: The extent of the painting work is shown on the Plans and as herein specified. 2. The Work includes painting and finishing of interior exposed items and surfaces throughout the project, except as noted. Surface preparation, priming and coats of paint specified are in addition to shop -priming and surface treatment specified under other sections of the Work. The Work includes field painting of exposed bare and covered pipes and ducts, and of hangers, exposed steel and iron work, primed metal surfaces of equipment, grilles, registers, louvers (except aluminum) and panel covers and frames installed under the Mechanical and Electrical Work, except as otherwise indicated. 4. "Paint(s)" used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers and other applied materials whether used in prime, intermediate or finish coats. Paint all exposed surfaces whether or not colors are designated in "schedules", except where the natural finish of the material is specifically noted as a surface not to be painted. Where items or surfaces are not specifically mentioned, paint these the same as adjacent similar materials or areas. If color or finish is not designated, the Architect will select from standard colors available for the materials systems specified. B. Painting Nq1 Included: 1. The following categories of work are not included as part of the field -applied finish work, or are included in other Sections of these Specifications. 2. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under the various Sections for structural steel, miscellaneous metal, hollow metal work and similar items, and for fabricated components such as shop -fabricated or factory -built mechanical and electrical equipment or accessories. 3. Pre -Finished Items: Unless otherwise indicated, do not include painting when factory - finishing or installer finishing is specified for such items as (but not limited to) acoustic materials, finished mechanical and electrical equipment including light fixtures and distribution cabinets. 4. Concealed Surfaces: Unless otherwise indicated, painting is not required on surfaces such as walls and ceilings in concealed areas and generally inaccessible areas, furred areas and pipe spaces. Agreement No. 6245 5, Finished Metal Surfaces: Metal surfaces or anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials do not require finish painting, unless otherwise indicated. 6. Operating Parts and Labels: Moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sinkages, sensing devices, motor and fan shafts do not require finish painting unless otherwise indicated. Do not paint over any code -required labels, such as Underwriters' Laboratories and Factory Mutual, or any equipment identification, performance rating, name or nomenclature plates. Unfinished Areas: Do not paint floors, walls or ceilings of rooms or spaces scheduled as unfinished. C. Ualit r Assurance: General: Obtain each type of paint from one manufacturer, manufactured by one process and of uniform texture and color, for each type required, for each continuous area and visually related areas. Do not change brands of materials during the course of the work without approval. 2. Application Assurance: The Contractor assumes all responsibility for the work of this Section, to assure that all assemblies, components and parts shown or required, comply with the Contract Documents. a. Assure that all components, specified or required to satisfactorily complete the installation are compatible with each other, with adjoining substrates, materials and work by other trades and with the conditions of installation and expected use. b. Where not otherwise specified, follow recommendations of "Painting Specifications" by Painting & Decorating Contractors of America, "Type 1, and Recommended Jobs". D. Submittals: Materials Lists: Submit manufacturer's name, product brand name, generic description of product and product data sheet. 2. Detailed Painting Schedule: After approval of "Materials List" submit a "Detailed Painting Schedule" for approval. Prepare this schedule on the basis of the surfaces, types of paint materials and number of coats required. List the brand name of the product of the manufacturer for each use. 3. Samples: Submit samples for Architect's review of color and texture only. Provide a listing of the material and application for each coat of each finish sample. a. Contractor shall provide two (3) drawdown samples of each color and material to simulate actual conditions. Resubmit each sample as requested until acceptable sheen and color are achieved. On actual wall surfaces duplicate painted finishes of the prepared samples. On at least 48"x 48" square surface as directed, provide full -coat finish samples until required Agreement No. 6245 sheen and color are obtained; simulate finished lighting conditions for review of in - place work. E. Delivery and Sto, le: Deliver all materials to the work site in original, new and unopened packages and containers bearing manufacturer's name and label, name of materials, FS number if applicable, stock number, date of manufacture, contents by volume for major constituents, thinning and application instruction and color number and name. 2. Assign room or space for Installer use and storage, adequately illuminated and ventilated. Follow applicable safety laws and regulations. F. Job Conditions: l , Apply water -base paints only when the temperature of surfaces to be painted and the surrounding air temperatures are between 50°F and 90°F unless otherwise permitted by the paint manufacturer's printed instructions. 2. Place paint or solvent soaked rags, waste or other materials which might constitute a fire hazard in metal containers and remove from premises at the close of each day's work. Take every precaution to avoid damage by fire. 1 Provide suitable coverings to protect work, the work of others and adjacent surfaces and obj ects. 4. Remove or protect items such as hardware, hardware accessories, plates, lighting fixtures and similar items placed prior to painting. Reposition or remove protection upon completion of each space. Disconnect equipment adjacent to walls by workmen skilled in these trades to permit painting of wall surfaces; replace and reconnect after completion of painting. 5. Protect surfaces not requiring painting. Maintain wrappings or other factory applied protection furnished with finishing hardware or other items provided by other trades and installed in areas where painting is required, and if displace or removed, replace for the duration of painting work. G. Coordination: Provide finish coats which are compatible with prime paint used. Provide barrier coats over incompatible primers where required. Notify the Architect in writing of anticipated problems using specified coatings with substrates primed by others. H. Guarantee: Guarantee all painting and coating for one year against becoming unserviceable or objectionable in appearance as a result of being defective or non -conforming. 2. Without limiting the guarantee scope, the work shall be guaranteed not to: a. Noticeably discolor, yellow, streak, -bloom, bleach, or darken. Agreement No. 6245 b. Change sheen with excessive speed or irregularity.. C. Peel, crack, blister or alligator. d. Release from the substrate or intermediate coats. e. Chalk or duct excessively. f. Stay tacky or become tacky g. Mildew. Extra Stock: Upon completion of the work of this Section, deliver to the City any extra stock equaling 3% of each color, type and gloss of paint used in the work, tightly sealing each container, and clearly labeling with contents and location where used. PRODUCTS A. atgl ofl unlitY Provide the best quality grade of the various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying the manufacturer's identification as a standard, best -grade product will not be acceptable. Manufacturer: Subject to compliance with requirements, provide products of one of the following or approved equal: a. Dunn Edwards 2. Materials: a. Primers shall be type as specified by manufacturer of finish paint used and as approved by the Architect. f. Use thinners only as recommended by the manufacturer of the paint material used and as approved by the Architect. g. Use products of the same manufacturer for succeeding coats. Where red lead paint primer is used, subsequent coats may be the product of another manufacturer. 4. Factory -Mixed Paints: Insofar as possible, each type and kind of painter's finish shall be factory -mixed to match approved color samples retained by the Architect and shall be ready for application directly from manufacturer's original container. a. Mixing and application other than from manufacturers' original containers shall be subject to Architect's approval. Agreement No. 6245 b. Colors, textures and degree of luster will be selected by the Architect. Tint primer and undercoats approximately to the same shade of the final coat but with sufficient variation to distinguish them from the preceding coat. 5, Specula Reflectance (abbreviated "SR" hereinafter): The degree of gloss or flatness of paint materials shall be determined from the tests by an independent testing laboratory paid for solely by Contractor. Tests shall be rated by gloss meter reading at 60 degrees on a scale of 100 in accordance with ASTM C523. Unless specifically approved otherwise, paint materials provided for this work shall produce readings within the following SR ranges: a. Gloss: 60 meter SR of over 65 b. Semi -Gloss: 60 meter SR of 30 to 65 C. Satin: 60 meter SR of 15 to 35 d. Eggshell: 85 meter SR of 13 to 20 e. Low (flat): 85 meter SR of below 15 EXECUTION A. )its spoon,: L Examine the areas and conditions under which painting work is to be applied and notify the Architect, in writing, of conditions detrimental to the proper and timely completion of the work. Do not proceed with the installation until unsatisfactory conditions have been corrected in a manner acceptable to the Architect. 2. Starting of painting work will be deemed as the Contractor's acceptance of the surfaces and conditions within any particular area. 3. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to the formation of a durable paint film. 4. Apply additional coats when undercoats, stains or other conditions show through final paint coat, until paint film is of uniform finish, color and appearance. 5. Paint back sides of access panels and removable or hinged cover to match exposed surfaces. 6. Apply each material at not less than the manufacturer's recommended spreading rate, to provide a total dry film thickness of not less than 4.0 mils for the entire coating system of prime and finish coats for 3-coat work. 7. Provide a total dry film thickness of not less than 2.5 mils for the entire coating system of prime and finish coat for 2-coat work. B. Surface 11re ,ion: General: Perform preparation and cleaning procedures in strict accordance with the paint manufacturer's instruction and as herein specified, for each particular substrate condition. Agreement No. 6245 a. Mask off all built-in millwork and/or furniture and wall base. Use tape approved by manufacturer. b. Completely cover with impervious drape material all millwork and furnishings as directed by the Architect. C. Cover as directed by Architect all finished floor coverings. d. Mask off or remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish painted. Following completion of painting of each space or area, remove masking. Reinstall all removed items by workmen skilled in the trades involved. e. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program the cleaning and painting so that contaminants from the cleaning process will not fall onto wet, newly -painted surfaces. 2. Wood: Prime, stain or seal wood required to be job -painted immediately upon delivery to site. Prime edges, ends, faces, undersides and backsides of such wood, including the cabinets, counters, cases, paneling, etc. a. When transparent finish is required, use spar varnish for backpriming. Backprime paneling on interior partitions only where masonry, plaster or other wet wall construction occurs on backside. b. Seal tops, bottoms and cut-outs of unprimed wood doors with a heavy coat of varnish or equivalent sealer immediately upon delivery to site. Metals: a. General: Clean bare metal surfaces thoroughly of foreign matter such as mortar, plaster, grease, rust, scale and dirt before priming coat is applied. Where solder flux has been used, clean surface with benzene. b. Shop Painted Ferrous Metal Surfaces: Remove grease and oil with gasoline, benzene or other similar volatile cleaner. Exercise care to prevent damage to shop coat. Touch-up abraded or marred shop coats with paint used for priming. C. Zinc Coated (Galvanized) Surfaces: Remove grease and oil with gasoline, benzene or other similar volatile cleaner. Treat surfaces with an approved chemical compound such as a phosphoric acid wash. Rinse the chemical compound completely and remove with clean, fresh water. d. Aluminum: Clean and prepare surfaces with one coat of an acid etch solution where painting of aluminum is shown. e. Plaster Work: Test plaster surfaces with a moisture meter and do not proceed with painting until the moisture content satisfies the recommendation of the respective paint manufacturer. Agreement No. 6245 Remove grit and loose particles and repair surface irregularities before paint is applied. Repair cracks and holes with patching plaster, properly keyed to the existing plaster and sandpaper smooth. Prime plaster surfaces with an approve alkali -resistant primer. Spackle imperfections in the plaster that become visible after the prime coat is applied. Make flush with adjoining surface and spot prime with the prime coat material. If the prime coat does not dry to a uniform sheen over the entire surface, the areas that indicate suction shall also be spot primed before applying succeeding coats. 4. Gypsum Drywall: Repair minor cracks and holes with finishing compound, and sand smooth after drying. C. Materials Pretiaration: Store, mix and prepare painting materials in accordance with manufacturer's directions., 2. Stir materials before application to produce a mixture of uniform density and stir as required during the application of the materials. Do not stir surface film into the material. Remove the film and, if necessary, strain the material before using. D. A iication: 1. General: Apply paint in accordance with manufacturer's directions. Use applicator and techniques best suited for the substrate and type of materials being applied. a. Apply additional coats when undercoats, stains or other conditions show through the final coat of paint, until the paint film is of uniform finish, color and appearance. Give special attention to ensure that all surfaces, including the edges, corners, crevices, welds and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. b. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. C. Paint interior surfaces of ducts or diffusers, where visible through registers or grilles, with a flat, non -specula black paint. d. Finish doors on tops, bottoms and side edges the same as the faces, unless otherwise indicated. e. Sand lightly between each succeeding enamel or varnish coat. 2. Brush Application: Brush out and work the brush coats onto the surface in an even film. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness and other surface imperfections are not acceptable. Agreement No. 6245 3. Spray Application: Except as specifically otherwise approved by the Architect, confine spray application to metal framework and similar surfaces where hand brush work would be inferior. a. Where spray application is used, apply each coat to provide the hiding equivalent of brush coats. b. Do not double back with spray equipment to build up film thickness of two coats in one pass. 4. Scheduling Painting: Apply the first -coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. a. Apply final coat after the complete installation of all millwork and furnishings. b. Allow sufficient time between successive coatings to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure and the application of another coat of paint does not cause lift or loss of adhesion of the undercoat. Prime Coats: Apply a prime coat of material which is required to be painted or finished and which has not been prime coated by others. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn - through or other defects due to insufficient sealing. 6. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish or repaint work not in compliance with specified requirements. E. Clean-up Protection: Clean -Up: During the progress of the work, remove from the site all discarded paint materials, rubbish, cans and rags at the end of each work day. Upon completion of painting work, clean window glass and other paint -spattered surfaces. Remove spattered paint by proper methods of washing and scraping using care not to scratch or otherwise damage finished surfaces. 2. Protection: Protect work of other trades whether to be painted or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing and repainting as acceptable to the Architect, at no additional cost to the City. a. Provide "Wet Paint" signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. b. At the completion of the Work, touch-up and restore all damage or defaced painted surfaces. F. Painting Systems and Schedules: It is the intent of this Specification to establish procedure, quality and the number of coats; the Architect will determine the exact finish desired. Do not start priming or painting without notice to the Architect. All paint coats specified herein are in addition to any prime coat which may already be on surface. Agreement No. 6245 G. fainting, Schedule: B , The following Specification for finishing is not intended to mention every particular item which will receive painter's finish, but is intended to establish types and quality of finish required for various materials. If in question see constructions drawings and/or match existing. 2. The kinds of paint and number of coats required on the various surfaces shall be as follows: a. Ferrous Metal: All exposed steel including Hollow Metal Frames and Doors. i. Shop Primer: Tnemec 90-97 Tnemec Zinc, or approved equal. ii. Touch-up Shop Primer: Tnemec 90-97, or approved equal. iii. Finish: Two coats Tnemec Series 75 Endura-Shield, or approved equal, 3.0- 4.0 Dry Mils per coat. (Spray apply). (Color as selected by Architect). b. All Ferrous Metal: Shop coat by fabricator, sand before applying primer, spot prime abraded areas. i. 1 coat Enamel undercoat ii. 2 coats Semi -gloss enamel C. Gypsum Board (all surfaces indicated "Paint Semi -Gloss"): i. 1 coat Primer ii. 2 coats Latex Enamel orange peel texture d. Gypsum Board (all surfaces indicated "Paint eggshell"): i. 1 coat Primer ii. 2 coats Latex Enamel e. Gypsum Board (all surfaces indicated "Paint Flat"): i. 1 coat Primer ii. 2 coats Acrylic Latex f. Paint on Wall Metal Grilles: Shop coat by manufacturer: I coat to match adjacent surface END OF SECTION 09900 Agreement No. 6245 Summary of Fixtures, Accessories and Finishes Agreement No. 6245 Sl.,1N'WlMARY OF FIIXTLJRES, ACCESSORIES AND FINISHES A. Plumbing Fixtures Specifications https://www.americatistatidai-d-us.com/ 1. Toilet American Standard Huron EverClean Universal Flushometer #3312001 or American Standard Priolo EverClean Universal Flushometer #3695001 Color: White, Floor and wall Mount. Flush Valve Toilet Valve Option 1: Sloan, Royal Model #110 Toilet Valve Option 2: Sloan, Optima Systems #110 ES-S 2. Lavatory American Standard, Decorum sink (Centerhole) # 9134001EC or American Standard, Murro Universal Design # 0954004EC Color: White, EverClean, Wall Mounted with EC Shroud Faucet: American Standard, Innsbrook Selectronic, Centerset Proximity Faucet #6059.202.002 with PWRX Long Life Battery or American Standard, Monterrey Manual Single Control Centerset Faucet Model # 6114110 3. Shower Kit American Standard Commercial Shower System Trim Kit for Hand Shower and Fixed Showerhead # TU662213 or # TU662223 or TU385501 WDXH B. Accessory Specifications 'at "waslaroouraiaic,codlllpt <Iarct-sate odmy+`bobcNicl - asla ari7„ pi ament/ WWW.HALLOWELL LIST COM lints://ww �.brarilevcoawp.cealtl/ 1. Seat Cover Dispensers — Bobrick # B-4221 Surface -Mounted or B-301 Recessed. 2. Toilet Tissue Dispensers— Bobrick # B-3588 Surface Mounted or B-35883 Recessed, Multi Roll. 3. Sanitary Napkin Disposal — Bobrick # B-270 or B-3541 Surface Mounted. 4. Combination Seat Cover, Toilet Tissue Dispenser with Sanitary Napkin Disposal — Bobrick # B- 35745 Recessed. 5. Feminine Hygiene Dispenser — Bobrick # B-47069 Surface Mounted model or B-4706 Recessed - Free No -coin Operation. 6. Paper Towel Dispenser — Bobrick B-262 Surface Mounted, or B-359 Recessed. 7. Waste Receptacle — Bobrick B-35639 Trimline Surface Mounted, or B-35643 Recessed. 8. Combination Paper Towel Dispenser & Waste Receptacle — Bobrick # B-380349 Surface mounted, or B-39003 Recessed. 9. Soap Dispenser — Bobrick # B-2012 Automatic, or B-2013 Automatic. Agreement No. 6245 10. Mirror — Bobrick B-293 2436 Fixed position Tilt Mirror 24"x36", or B-290 2430 Welded Frame Glass Mirror 24"x36". 11. Grab Bar— Bobrick #B-6806x36 Straight Grab Bar 1-1/2" Dia x 36" long. And Bobrick #B6206x42 Straight Grab Bar 1-1/2" Dia x 42" long. 12. Shower Hooks — Bobrick B-985 Vandal resistant Hook Strip or B-232 x 24. 13. Toilet Door Hook — Bobrick B-6717 Single Robe Hook -Satin Finish. 14. Shelf — Bobrick B-298 Stainless Steel Shelf, 8" Deep x 24" Long. 15. Cubbies (Lockers) — Allowell # UESVP1482-4WM-PT 48"x18"xl4-3/4" Wall Mounted Stock Lockers with Polycarbonate Doors. 16. Shower Curtain Rod — Bobrick B-6047. 17. Shower Curtain — Bobrick 204-3, 70" wide x 72" high with 12 Stainless Steel Hooks. 18. Shower Folding Seat — Bobrick B-5193. 19. Toilet and Urinal Partitions — Bobrick 1082 Series, Duraline Laminate Floor Mounted Overhead Braced, 70" High Door and Panel Platinum color. or Bradley, Series 400-Sentinel, Floor Mounted Overhead Braced, 69"/72" High Doors and Panels. Stainless Steel or Power Coated Warm Gray. C. Tile littlasw//�ww,cros�syilicine cool/ 1. Floor Tile, Ceramic Tile — Crossville Main Street 2"x2" with Cove base, Gallery Grey or Boutique Black colors, stone look, UPS- Unpolished. 2. Wall Tile, Ceramic Tile — Crossville Main Street 6"x 6" and 6"xl2", Gallery Grey or Cafe Caramel, stone look, UPS -Unpolished. D. Paint 1. Walls — Dunn Edwards, DEW341, Swiss Coffee, Aristoshield Ultra -Premium Interior/Exterior Paint, Finish: Semi -gloss, two (2) coats. 2. Ceiling — Dunn Edwards, DET648, White Picket Fence, Aristoshield Ultra -Premium Interior/Exterior Paint, Finish: Semi -gloss, two (2) coats. E. Misc. 1. Floor Drain — Kohler Clearflow Round Brass Tile -in litps:ll sww.L1s.koh1er.com/t1s 2. Doors — Match Existing. NOTE: All Fixtures, Accessories and Finish materials, listed above or not listed, are subject to the owner's approval. Contractor shall submit manufacturer's cutsheets for review and approval by the owner. Substitutions will be reviewed according to Section 0 163 0, subject to owner's approval. Agreement No. 6245 Agreement No. 6245 IS girt �r M OF / Agreement No. 6245 Shower and Bathroom .. Remodel e Pans Agreement No. 6?45 O a z 1 I u o w ..._ . S _ i m z O� _. a ¢ W¢�;az Ol Ow ... m-._ a,,. f J Z w 1 , W F r w r 1 .., �) I e, . 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E 3 j L E E E a E `o m W - 2 E n d E c E m 3 a v - 3 E-E cN .. •`° v m m 0 t4o ma 3Y '„EE A z, tea° a I E 3 m- m o 3a H uin m mu�Sr �.Rpptl76 E� If � yy II H (i S I s" a' 5 Agreement No. 6245 City Construction and Demolition Debris Waste Management Plan ( P) Form Agreement No. 6245 PW INSTRUCTIONS m 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 .'tom' 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). Of2tion 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-131) must be submitted to your Public Works Project Manager and approved prior to commencing work. Ste ; 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 torms that ww automaticauy caicuiate waste generation, tiisposay and diversion based on the data entered. Rev.12/4/2020 Agreement No. 6245 FORM PW-A p^ City of El Segundo Date: Public Works Department PW Project Manager �w (310) 524-2300 PW Project Name., Project Name: Contractor Name: Mailing Address: FORM PW-A - PROJECT INFORMATION Submit this form to the Public Works Department prior to commencing your project for all municipal projects suUect to com fiance or erpjects on 2ubfic propertv. Project Address / Location: City / State / Zip: Ofc Phone No.: Cell No: Email: Project Type: Mark appropriate box in each column with an ' X': Road (construction, overlay, repair) Facility Improvement (renovation, alteration, or addition) USE FORMS PROVIDED BY EL SEGUNDO COMMUNITY DEVELOPMENT DEPT EJLand Clearing (trail, grading, etc.) El Other Estimated Project Start Date: Estimated Project End Date: Request for Exemption: D (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 ritle tz EJ Approved ElFurther Explanation Needed Reviewed By Signature - Aoorovai Status Denied ElExempt Due to Infeasibility Date Rev. 12/4/2020 2 Agreement No. 6245 FORM PW-B City of El Segundo Date: �' Public Works Department PW Project Manager: �k,r (310) 524-2300 PW Project Name: FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS This form must be com Pete and aogroved or a demolition / building ertn1't 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-B1), 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: t�ata��./lwwwPo�v Ise Mardo.or 1 r�w<er�wrnerrit/'de aran�ents9a��bNic-works/taash=-recce. 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 a Post -Project Summary (FORM PW-C) at least 5 kLsiraess da s rior to %rnai i.n pection. Print Name Signature gate Rev. 12/4/2020 Agreement No. 6245 FROM PW-Bl City of El Segundo Date: Public Works Department PW Project Manager: e'szti8liGT62,. (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 com feted and approved or a demolition / bprildiag 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, wood, metals concrete, asphalt, drvwak cardboard„ mixed C&D debris, etc. TONS CUBIC YARDS Facilities to be Used Reused/Salvaged/Donated Ex : Habitat for Humanity, Thirft Stores, regrind onsite, reuse fixtures, reuse dirt/co n crete/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 Disposed/Landfilled/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 busks da asprLor o final his e0 uu,n Print Name Date Rev.12/4/2020 3-A Agreement No. 6245 Form PW-C .sCity of El Segundo Public Works Department (310) 524-2300 Form PW-C - Post Pro-ect Summary Project Name: Project Address: Contractor Name: Project Manager: Project Number: 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, I used to meet the recycling requirements„ Weight tickets are attached, (List haulers and/or facilities that were used) 'i °°�� ..^ �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III�IIIIIIIIIIIIIIIIIIIIIIIII��II �DI�� I��I IIIIIIIIIIIIIIIII��IIIIII��IIII�I��II��I�I��I��IIII�I�I�I( °...� 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 TONS DELIVERED TONS DIVERTED TONS DISPOSED DIVERSION RATE 1 2 3 4 Other (reused on site) TOTALS ) A l) Please enter disposal and diversion totals for each item below, according to letter. Totals reported must match those listed in Section I: TOTAL GENERATED(A) TOTAL DIVERTED(B) TOTAL DISPOSED (C) OVERALL PROJECT DIVERSION RATE 0.00% oJo (B/A)`100 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. nt Name Signature PWW OFFICE USE ONLY Diversion Requirement Met: =Yes No Exemption: = Yes No Reviewed and Approved by: Date: Rev. 12/4/2020 Agreement No. 6245 Form PW-D 9m. City of El Segundo Public Works Department (310) 524-2300 Project Name: Contractor Name: Project Number: Form PW-D - Exem tion Request 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