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CONTRACT 6288 Public Works Contract CLOSEDAgreement No. 6288 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND CORRAL CONSTRUCTION AND DEVELOPMENT, INC. CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO.602294-20 This CONTRACT is entered into this 2nd day of March, 2022, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and CORRAL CONSTRUCTION AND DEVELOPMENT INC., a California corporation ("the Contractor"). 1. WORK. A. The Contractor will provide all work required by the Contract Documents (the "Work"). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed TWO HUNDRED THIRTEEN THOUSAND, THREE HUNDRED THIRTY-THREE DOLLARS ($213,333) 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. I-D-1 Agreement No. 6288 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within one hundred fifty-five (155) 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: in The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed. D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. 5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. S. 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. 6288 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Cjjy City of El Segundo 350 Main Street, El Segundo, CA 90245 Lifan Xu, City Engineer (310) 524-2368 lxu@elsegundo.org The Contractor Corral Construction and Development, Inc. 5211 E. Washington Blvd. 2-122 Commerce, CA 90040 Renee Soto, President (562)762-6632 cori-a,coti lraictioii(i,i),, z otii 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 I-D-3 Agreement No. 6288 properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications. 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in full force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager, or designee, may execute any such amendment on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the 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. I-D-4 Agreement No. 6288 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO Q, Darrell George Interim City Manager A 1- 5 Tracy Vea'v r, City Clerk APPROVED AS TO FORM: MARK D. Rq SLEY, City Attorney LN Joaqu a Vazquez, D pu � City Attorney Insurance Reviewed by: ,.- CORRAL CONSTRUCTION AND DEVELOPMENT, INC. — W1264�z Ren Soto President Taxpayer ID No. * ` 3 Z rg Contractor State License No.: 1"61bD5 Contractor City Business License No.: 511 Lt I-D-5 Agreement No. 6288 PROPOSAL FOR THE CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO.602294-20 Date TaNq_! b , 20 2Z Company Name: DNS 4 D - Ph4 ar 11/G TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents, access and any other field conditions which may effect bid prices. If this proposal is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of El Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of El Segundo's notice of award of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for signature by the Awardee, the proceeds of the security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's option, be considered null and void. I-C-1 Agreement No. 6288 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. 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. 1' ONCOLLUSION 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. 6288 BID SCHEDULE CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO.602294-20 Company Name: WPtAl, CO WI- 4- ballvg Zopr»e-0--'r- 11-/G ADA-RELATED BID ITEMS - PHASE 1: COUNCIL CHAMBERS LOBBY RESTROOMS ITEM UNIT NO. DESCRIPTION UNIT QTY PRICE $ AMOUNT $ Install new in -wall plumbing in all 1 locations where fixtures are proposed LS 1 Q 6 (remove and replace existing as 15(� necessary) Install new underground plumbing in 2 all locations where fixtures are LS 1 proposed (remove and replace existing as necessary) Install new metal stud walls, drywall, 3 waterproofing/moisture barrier, paint, LS and finishes other than tile Install new fixtures including flushable urinals, accessories, stall partitions, and 4 other restroom components to comply LS 1 `O� with ADA requirements and as shown per plan 5 Install new tile walls (replace all LS 1 DD existing) U 6 Install new tile floors (replace all LS 1 S� �v existing) SUBTOTAL, BID ITEMS 1 - 6: 15-11 sock I-C-3a Agreement No. 6288 NON-ADA-RELATED BID ITEMS — PHASE 1: COUNCIL CHAMBERS LOBBY RESTROOMS ITEM UNIT NO. DESCRIPTION UNIT QTY PRICE $ AMOUNT $ 7 Mobilization incl. Building Permit Fee LS 1 8 Demolition including asbestos LS 1 `� �j Soo abatement 9 Install new floor drains with self- LS 1 , 15010 t5 66 priming traps 10 Re -concrete slab and grade to drain LS 1 `� 060 QOC) 11 Install recessed hose bibbs in each LS 1 j b6b restroom for custodial cleaning 12 Replace restroom vent covers EA 2 goo 13 Relocate, clean and repair other HVAC LS 1 components as needed. 14 Upgrade electrical and lighting fixtures LS 1 `� 15 Miscellaneous improvements if LS 1 $12,000 necessary SUBTOTAL, BID ITEMS 7 - 15: I-C-3b Agreement No. 6288 ADA-RELATED BID ITEMS - PHASE 2: MAIN (EAST) LOBBY RESTROOMS ITEM UNIT NO. DESCRIPTION UNIT QTY PRICE $ AMOUNT($ Install new in -wall plumbing in all 16 locations where fixtures are proposed LS 1 C� SCJL-) C t 5C-V-> (remove and replace existing as necessary) Install new underground plumbing in 17 all locations where fixtures are proposed (remove and replace existing LS 1 as necessary) Install new metal stud walls, drywall, 18 waterproofing/moisture barrier, paint, LS 1 2 ( Z 1 and finishes other than tile Install new fixtures including flushable urinals, accessories, stall partitions, and 19 other restroom components to comply LS 1 with ADA requirements and as shown per plan 20 Install new tile walls (replace all LS 1 existing) 21 Install new tile floors (replace all LS I� existing) (, SUBTOTAL, BID ITEMS 16 - 21: 'S -1_I_5 C)o I-C-3c Agreement No. 6288 NON-ADA-RELATED BID ITEMS — PHASE 2: MAIN EAST LOBBY RESTROOMS ITEM UNIT NO. DESCRIPTION UNIT QTY PRICE $ AMOUNT $ 22 Demolition including asbestos LS 1 abatement-=� 23 Install new floor drains with self- LS 1 (�Cr(� priming traps. 24 Re -concrete slab and grade to drain. LS 1 -100c) I 25 Install recessed hose bibbs in each EA 2 .0 restroom for custodial cleaning 26 Replace restroom vent covers EA 2 27 Relocate, clean and repair HVAC LS 1 components as needed. 28 Upgrade electrical and lighting fixtures LS 1 - 29 Miscellaneous improvements if LS 1 $12,000 necessary SUBTOTAL, BID ITEMS 22 - 29: 4k l -�� TOTAL BID ITEMS 1 THROUGH 29: TOTAL BID WRITTEN IN WORDS: -TLk1C) AAAd All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I-C-3d Agreement No. 6288 THIS PAGE LEFT BLANK I-C-4 Agreement No. 6288 BIDDER'S INFORMATION Company Name: Co 4- D V ► 1 l ati U BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) eA oVA-rlavo If corporation, State of Incorporation (i.e., California) Business'-. Address S 4t G. PA JAia6-M)6 &-V10 2- I Z Z evyK m[� C4+ 10040 Telephone No, [mZ ' Lolo3 L Facsimile No. FA o NG State Contractor's License No. and Class 0L 33 DIR# 10000 14A2,LN State License Original Date Issued 2- n Expiration Date 7-t vbZ, The following are the names, titles, ernail addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: ` C 0c, F- -r GerV-41 - � � -1 - (,(0 3 z The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: NSA All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: Diu, I-C-5 Agreement No. 6288 BIDDER'S INFORMATION (CONTINUED) Company Name: &OfR-vt k , C01,15 �- I t-�Lo�GYlc�i� Iry Bidder shall list the name of the person who attended the mandatory pre -bid job walk: Name: LV_C� SpID Title: I-C-6 Agreement No. 6288 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this 10-- day off 1!UtWi 20 Z-z. BIDDER Gu coNsrfU rrusU) I DEW pr0t� ItiCj o-ra P IL�I Subscribed and sworn to this day of , 20_. NOTARY PUBLIC I-C-7 Agreement No. 6288 A Am I 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 � f 5 ie- 4 Subscribed and sworn to (or affirmed) before me on this /0 day of 20_&a byAf-E-E '50 jZ proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. ry CATHY J. GUZMAN w p Notary Public - California r�- Los Angeles County Commission If 2241533 ' ' My Comm. Expires May 7, 2022 Signature/ (seal) OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT .TJ f'(-C) 0 v / (Title or description of a ached document) (Title or description of attached document continued) Number of Pages / Document Date �d ?2 Additional information 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. 2011,15 Vei, k¢ in vvw wr.INIoa @i y:Ilaa*w.wa:sa.CXXa a 800..873..9865 Agreement No. 6288 Bid Bond 11-791-056 PROPOSAL GUARANTEE BID BOND CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 KNOW ALL MEN BY THESE PRESENTS that, Corral Construction & Development, Inc. as BIDDER, and American Contractors Indemnity Company as SURETY, are held and firmly bound unto the 1 Pamounttinf 1� City of El Segundo, in the penal sum of DOLLARS ($�, which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and 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 11 thday ofJanuary 20 22 Corral Construction & Development, Inc. BIDDER* 5211 E Washington B1#2-122 Commerce, CA 90040 SURETY* 562-762-6632 IACS/OG-Air American Contractors Indemnity Company 310-649-0990 Blake A Pfister, Attorney —in —fact 942-24-8—.1543 Subscribed and sworn to this day of , 20 NOTARY PUBLIC see attached acknowledgment *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. Agreement No. 6288 CAUPOMIA ALL4WRPOW A01KNOWLEDWENT CML CODE 61189 A notivy pubk or cglw ~ c=pWM this cw#kate verifies only the identity of the ixMual who signed the dorms to which ft cert irate Is ethwhW, and not the truthfulness, ac macy, or vd ty of that docuntlent. State of California County of, On January 4, 2022 beforeme, Lianne Nahinar Notar Public , Date Merle Insert Name and TWO of the Officer poly appeared Blake A. Pfister A►anWs) of Signe(s) «,� W+ iW �.W W # 1 W W :•W W ..i.: W W d �Y •« 7rD 0':W al ^: �6 W+:� W 1� W r .. ... W�Y� W l .1 ' pa LIANNE NAHINA C14Y,rc COMM. # 2314283 W NOTARY PUBLIC•C..ALIFORNIA � ORANGF COUNTY MY COMM. EXP, DEC 5, 2023 WITNESS my hand and official seal. Signature of Notary Public Place Notary Seri Above OPWML Though this section is optional, completlng this information can deter alteration of the document or fraudulent rnttachment of this form to an unintended document Desor"M of A TM9 or'Type of Document Bid Bon n d 11 - 7 1_ 0 6 Document Date: January 11, 2022 Number of PaW. Signer's) Other Than Named Above: N / A , N o n e C ) Chinved by ) Signer's Name: Blake A. Pfister ® Corporate Officer - Title(s): M Partner - ® Limited ® General 0 Individual . M Attorney in Fact ® Trustee ® Guardian or Conservator ® Other. Signer Is Representing: T m e r i c a n Contractors l�ndemnit Com an Signers Name. ------- • Corporate Officer -- Titl $): • Partner - ® Limited O General • lnd WuW 0 Attorney in Fact • Trustee O Guardian or Conservator O Other. Signer Is Representing: 02014 National Notary Association • wwwAstionalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Agreement No. 6288 TOK1 MARINE - = POWER OF ATTORNEY' - AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING -COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a M aryland corporation and U.S. Specialty Insurance Company,_a Texas corporation (collectively, the "Companies"), do by these presents make_, constitute and appoint: Blake A. Pfister of Mission Viejo, California its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty doe's not exceed **'*'Five Million"""W Dollars= ( " 8 000 000.00''"* ). This Power of Attorney shall expire without further action on April 231"e 2022, This Power of Attcmey is granted under and=by authority of the following resolutions adopted by the Boards of Directors of the Companies; Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -lit -Fact may be given full power and authority for and in the name of ands on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indernnity and otter conditional or obligatory undertakings, including any and all consents ---for-the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documenfis -_- canceling orterminatingthe Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it ResoNed, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.. - IN WITNESS WHEREOF„ 1s";day far June, 2018. State of California County of Los Angeles The Companies have caused this instrument to be signed and their AMERICAN CONTRACTORS INDEMNITY COMP UNITED STESSURET`r 0,MPANY U4&,$.Pl 1 a r .¢a wy y' verifies only the identity of the individual who signed the �whl h th1S Oertlt4 site IS ttrCi7eCi, arru rrut sir irk eraauarncaa, oOtlrac Or valid! Of thaf dUdt'!! arlf On this 15' day of June, 2018, before me, Sonia O. Carrejo, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under'PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Ark Notary Public or other officer seals to be hereto affixed, this a By� Daniel P. Aguilar, Vice President WITNESS my hand and official seal.* Az _ r Rwr t LOAM #loCw,%y t Ca>rr+nM0. Y 21k'1170 Signature - (seat), � r{`�rmam, rrplrmr,ypo.2, kaki I,_Kio-Lo; Assistant Secretary American Contractors +Indemnity Company, Texas Bonding Company, United States Surety_= -- Company and U.S. Specialty Insurance Company„ do hereby certify that the above and foregoing is a true and correct copy ofa Power of Attorney, executed by said Companies,' which is in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. it�uess Whereof,, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this 4tit day of January 2022 AS Corporate Seals�%cnm� mwaiw aria+:xw pia a{ 11-791-056 Bond No,.a"r k Agency No. 3074' Kio Lo, Assn Secretary 7 rurvo+Vv^Nny„„„vim NG0 MANP0A06f2,018 visit trnhce.cornisuret'y for more information Agreement No. 6288 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 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 _g "° j,) _e Ie5 ) beforeme, Date ` Here Insert Name an4 Title of the Officer personally appeared Name(,} of Sigq&-A5) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r Z ' CATHYJ.GUZIMMAN Notary Nwc - California Los Amieles County_._.._ Signature,' Commission # 2241533 azure of Notary PCP is My Comm. Expires May 7, 2022 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Title or Type of Docu er Document Date: Signer{a Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02015 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Agreement No. 6288 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: ok2$00a5, Class No.: ' 2. The expiration date of BIDDER'S Contractor License is: 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 1 1 ,, 20 u- , at IM.WtCVU-L' I GA (insert City and State where Declaration signed). S Signatu r �. 0c S- Typed Name o :S�OG►� Title Company Name I-C-9 Agreement No. 6288 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of Lb"W PQ.-h►g� Sara , being first duly sworn, deposes and say that he or she is P rocs c ew-r the parry 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. S ignatuare Typed Name P/bu�( ot"NT Title I-C-10 Name of Bidder/Company Name < <h uzz Date Agreement No. 6288 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: p A-G axpl- Business Name: W r4rj1 r' Business Address: i r,... Telephone Number: S( 0 ) -I L, Dated this fb day of J , 20 Z?, . I-C-11 Agreement No. 6288 DESIGNATION OF SUBCONTRACTORS CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO.602294-20 Company Name: CD94 1. Cfr►Ul MktfL e) 4- D [ !A 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 N►1�S P TteNS + S1pcc4*Lqjc5- ja Address (Number and Street) Z('!Z Ykcc� LACNt (City, Zip Code) Atr,tocvj,A je.1 jkoo Subcontractor's Contractor License No., & DIR Registration No. (� LB #) (DIR #) 10060091U Description of Portion of Work Subcontracted n �k +Rtl TI d Estimated $ Amount o i 0 0 0 l j t�s n�` `�� lwrA oot P! NTEI� f%AC- CW v t2b F1rt4 l 01 o o a Slrp 1=� sP/u►Jbf 4�F -10b?a l oouc� 3`{ b2 (Make copies of this page if additional space is needed) � tb TOLL Signature of Bidder Date I-C-12 Agreement No. 6288 REFERENCES Company Name: 004,1 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: L13 W; - r- a _ � OAJ Location: o - EL f cP 5 et 2-Lf Name and address of owner Name and current telephone number of person familiar with project Type of Work: 9.4� ►Nbo M Z, u n tl &- Contract amount: $ 1001000 Date completed: — 20 l a __ Amount of work done by my/our firm under contract $ 10 0 i o ba Did your firm have any financial interest in Project? d 2. Project Title: jgr, ' l' t "( r t - J' Location: 31Y o2gl3w sf, cq wJ4 S' CITY n- CL s & 30 L Name and address of owner t 92 61 e-f- 310 5 yI - 23 Ll Ce,10 e, ( � w.d.� . o Name and current telephone number of person familiar with project Type of Work: -moves Contract amount: $_ 100 0600 Date completed: 2-0I'1 Amount of work done by my/our firm under contract $ t o0 0 o o Did your firm have any financial interest in Project? 00 I-C-13 Agreement No. 6288 3. Project Title: S / LU& P:gSrWobM 4 W iAIII I( Location: 010R D T qn •_ t vo 4A 10?,30 and a►/ . GLL i io x- I " c ^v r,3 z. Name and address of owner ! fD Z:5]`JgZ,3 tAM�/ . o-rl Name and current telephone number of person familiar with project Type of Work: NGW CfulSfr�� Contract amount: $ Zo v j " ', Date completed: 2.0 Za Amount of work done by my/our firm under contract $ zoo ood;, Did your firm have any financial interest in Project? ____Lv.3 e> 4. Project Title: AZMsh LA& ",I J MM-Z- Location: Z c1_ P D LMA1 Avb-�. A Z.0 1-4 011102, t1l2i Irr-awa Ll9 a - FOOTtHu— 1,vo - 4tw S 917oz Name and address of owner Name and current telephone number of person familiar with project: Type of Work: E a—VOo0r- L Contract amount: $ 2L1 ) V °d Date completed: ?-0 10l Amount of work done by my/our firm under contract $ 22"L o b Did your firm have any financial interest in Project? P"O I-C-14 Agreement No. 6288 5. Project Title: (; (btW(rsG 4!Li Location: 54 f 4 • (D qu-v, .. 4,,W04 19117 `i !r uTY ff- ,,v ( r, er. q07 q f Name and address of owner mi (nta L /-,tw/"z- 562-) Z 87 - S°O Name and current telephone number of person familiar with project: Type of Work: M 6 6 6 t. Contract amount: $ Gb vvo Date completed: 0 J"O Amount of work done by my/our firm under contract $ v� oGo Did your firm have any financial interest in Project? Bidder may attach additional reference pages if necessary. Po The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: 4 L. "� El 4 � Go1J�JGC-rlu►J 2'120� Vt (. 'K,"" 464t O bra LoTom) cA. t2.hRl DWI �Yu c.�-N r u pert S r� D (^1,AT Co rn PA-P q,O1 S. r. wMi- f $ � lool 3(O q - b 'lo I-C-15 Agreement No. 6288 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO.602294-20 Company Name: fin co ( 4- 0 ��e WL64fr t Odb 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 19 No ❑ Bid aVs Signature SoTD Name (Please Print) I-C-16 Agreement No. 6288 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO.602294-20 Company Name: W HE40, GoyJS 4 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: Tyne 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 Cal ifornia. 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." 11 Date I-C-17 Bidd&'s Signature Agreement No. 6288 CITY OF IIl';IIIIu SEGUI f O COMM UNIIIIT'P DII1E ITL,OP Il';IIN"f' Bl,. CIIR GRAN I PROGRAM 01 Y IIH IL1, ADA PUBLIC %El.S'°TIROO S IMPROVEI.KENT IITIIEOmLIII';C"f CD)II G PROJECT NO 022 4-20 1NS"TII .UCII"IONS TO BIIIIDIIOE S t�'1ECI II.IIIIS11' F ,UIRED FEDERAL LABOR COMPLIANCE -DOCU ENTS 1--O B,,-L S P-�LE_..T-LISUR I�T9 E0 WITH BID: ..,�- Exhibit 5 Worker's Compensation Certification Exhibit 6 n Exhibit 7 Exhibit 8 List of Proposed Subcontractors or Sub -Tier Contractors Certification of Understanding and Authorization Request for Additional Classification and Rate Exhibit 9 Non -Segregated Facilities Certification Exhibit 10 Past Performance Certification Exhibit 11 Notice of Equal Employment Opportunity Exhibit 12 Federal Lobbyist Certification n Exhibit 13 County Lobbyist Certification 0 Exhibit 14 Non -Collusion Declaration I-C-is Agreement No. 6288 EXHIBIT 5 Worker's Compensation Certification t% 10L1. CITY M!, L Atana (A) 2( C) 2) _ DATE PROJECT NAME `M n ry� PROJECT NUMBER COMPANY NAME: "#J. k !L�W'1— f Lr z -i Zl1 I; . � Ci1 ` bn �f COMPANY ADDRESS I certify, by signature below, that I am aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for worker's 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. So-rD AUTHORIZED OFFICIAL. NAME AUTHORIZED C;IR F147:. SKCNAIUR'F: /. y —1 1 1 §a -10 L'iL DATE 2 X W v IE 4 -N I w w w a z r �S �J a r Ci= Z 4° v � N o � 7 C VI Q W U rho a W 1 C� ................................... 0 0 0 of o U Q C O Z m 0 Z CUP .�........... ......... ... o = r- ou� � u Wiz' .0 4.. it `uyy r- o w q CUm M UJZ _9 J $ 2 � � � V Z W ui Z J ti � u or `c CL c U w "' � C o� N ya a Agreement No. 6288 EXHIBIT 7 Certification of Understanding and Authorization r165 OILI irv►prWOV116W ury ov� aL 1 � PROJECT NAMEMUMBER AWARDING AGENCY R,� coNSf (1etiEt.oPiyl(slyi InJ[. COMPANY NAME COMPANYDR 01Aw; Vo- 37-<MqS' Zt 5^(al 3 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER This is to certify that the principal(s), and the authorized payroll officer listed below, have read the "Contractor's Guide to Prevailing Wage Requirements for Federally Assisted Construction" and the Federal Labor Standards Provisions (HUD-4010 form) and that both parties understand these requirements. The following person is designated as the payroll officer for the company and is authorized to sign the Statement of Compliance that will accompany each weekly Certified Payroll Report for the project: PAYROLL d FFI+ ER: (Individual Responsible for Signing Statements of Compliance) NAME TITLE 1� lob SIGNAURE DATE PRINCIPAL { Eli (Listed on CSLB Personnel List) p r�rt wr NAME TITLE .� � 6 � it �,,"7✓^ _,..,.... SIGNAURE DATE Agreement No. 6288 EXHIBIT 8 Request for Additional Classification and Rate (Next Page) Agreement No. 6288 U.S. DEPARTMENT OF HOUISI,NG AND URBAN DEVELOPMENT HUD FORM 423,OA REPORT OF ADDITIONAL C LA S SI F ICATI,ON AND RATE I PEXP- 01M=0) (in, md MR.,= V reque,51mg 2- PROJECT NAME AND NUMBER 3, L 5C AT 10 N Uf FR ME C I � C dy--�?, wmn-y any Sim el 4. BRIEF DESCRIPTION OF WO—JECT S. cHAKTc-TE OFCGNSTRUCT� 0 Building El Re " meal Ej Heavy ❑ r (Specify) n Highway s. WAGE DEM VZM, Rio. 77535 7BUFFifon numSF I any 7- WAGE I 515-M EFFECTIVE DATE COPY ATTACHED E. WORK CLASSIFICATION(S) HOURLY WAGE RATES, zBASIC WAE FRINGE BENEF IT(S) rd any) -9- _MWECON F3MTnsrw S) IF AMIC)MEE jn7me, awggs) A • The%%ork io be perfarnr*d by the add lmnsl cla ssftation(i) ws, not perfon7*d by a riassrkation In the appkable wage deri5wn. • Thep posed r1asOcation ws uthaed In the area by the constructIon inidustry 0 The proposed wage ratefs), incliudirig any bona rAe binge beneft, beam a res5,onab$a relationship to the wage nates, ccntained was #se wage decismn.. 0 The Oterested patties. indlu6ng the enjployees or their authofted irepresentatives, agree oin the 09 ssiftalion(s) and wage rate(s), 0 Suppwbng documentabon sttachedoncfuding applrable wage devskon. -1-1-1-1 -.- -- - .......... ..... .......... ............... ........... [-64 0 Ap,proveid!,ine,etsal'icriterla. 0011-confirmationrequested. 0 One or more class ificallons fail to rneet a III criteria as,explainied'inagien,cyreferral, DOL decision requested. FOR HUD USE ONLY LR2000: Wency, Represenfat ve ow Log in. (Typed narne ard z4gnafure) Log Out: -'Rev*�'Uz Agreement No. 6288 EXHIBIT 9 Non -Segregated Facilities Certification PROJECT NAME PROJECT NUMBER BID/CONTRACT DOLLAR AMOUNT P,o2ri�c. cor�r� ¢ 1)6VV-E,0Vh?aJr AJ& COMPANY NAME COMPANY ADDRESS °tIV Q i ' 3LS2°l 'tq 2i 5-401 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER The federally -assisted construction contractor certifies that he/she does not and will not: 1, Maintain or provide, for his/her employees, any segregated facilities at any of his/her establishments. 2. Permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract. As used in this certification, the term segregated facilities means any waiting room, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally -assisted contractor agrees that (except where he/she has obtained identical certifications from proposed subcontractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause, and that he/she will retain such certifications in his/her files. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001, 5010 AUTHORIZED OFFICIAL NAME 2a 1'61:� I AUTHORIZEVWFICIAL SIGNATURE QWIV00— AUTHORIZED OFFICIAL TITLE/CAPACITY t I t� I Zou� DATE Agreement No. 6288 EXHIBIT 10 Past Performance Certification LI 0 R-P,1aoOKA Z 1- D PROJECT NAME /PROJECT NUMBER NUMBER OF EMPLOYEES Wvv3� 9'" V�"tilf'ihGi"• lN�/ COMPANY NAME 521( G, u/ IN6� 6ogo COMPANY ADDRESS _!!Jy5 s 2(a- 3zS2C145- 01gM5'b13 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER The 19 bidder, [I, proposed sub -contractor, hereby certifies that he/shehas, Elhas not, participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 1 1 114, or 11246, and that he/shehas, ❑ has not, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. AUTHORIZED OFFICIAL NAME AUTHORIZED >W0AL SIGNATURE ry rslDE&1�11r AUTHORIZED OFFICIAL TITLE/CAPACITY II16Lz 0 zz DATE I NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60- 1.5 (Generally only contracts or subcontracts of $10,000 or under are exempt). Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. SF-100 [EEO- I mgst be red b (A) All private employers who are: (1) Subject to Title VII of the Civil Rights Act of 1964 (as amended) with 100 or more employees. (2) Subject to Title VII who has fewer than 100 employees, if the company is owned or affiliated with another company, or there is centralized ownership, control or management so that the group legally constitutes a single enterprise, and the entire enterprise employs a total of 100 or more employees. (B) All federal contractors (private employers), who: (1) Are not exempt as provided for by 41 CFR 60-1.5 (2) Have 50 or more employees, and a. Are prime contractors or first -tier subcontractors, and have a contract, subcontract, or purchase order amounting to $50,000 or more; or b. Serve as a depository of Government funds in any amount, or c. Is a financial institution, which is an issuing, and paying agent for U.S. Savings Bonds and Notes. Agreement No. 6288 EXHIBIT 11 Notice of Equal Employment Opportunity TO: t aW / � GS kFI �atl t NAME OF LABOR UNION, WORKERS REPRESENTATIVE, ETC. 'Si Sl - u-C AW14 111Z02. ADDRESS f"l1" l � + 1 � r w„ 21, -b � 2l 3 ? T 3 PROJECT NAME PROJECT NUMBER BID/CONTRACT DOLLAR AMOUNT CA 4- jJ&VV11,0 fn(3)J'r /IV& COMPANY NAME COMPANY ADDRESS 32-52ft45- o leiZ1 5-col3 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER The Undersigned currently holds a contract with C I nj�- &L- SC O involving funds of the U. S. Government, or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract, and in accordance with Executive Order 11246, the undersigned is obligated not to discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. This obligation not to discriminate in employment includes, but is not limited to the follow: 1. Hiring, placement, upgrading, transfer or demotion; 2. Recruitment, advertising or solicitation for employment; 3. Treatment during employment; 4. Rates of pay or other forms of compensation; 5. Selection for training, including apprenticeship; and 6. Layoff or termination. This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Executive Order 11246. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. %1N : SoTU Q P1,g S Iye J — AUTHORIZED OFFICIAL NAME AUTHORIZED OFFICIAL TITLE/CAPACITY II (iI u AUTHOR&S O N0AL SIGNATURE DATE Agreement No. 6288 EXHIBIT 12 Federal Lobbyist Certification o A MraQOM fir r w - W OW 2-1 - ab PROJECT NAME PROJECT NUMBER BID/C.+:DWRAC DOLLAR AMOUNT cow-r Lumbi-1 a pcvtt,o WIw-r ts(i COMPANY NAME 5 Zl l E - W6] 0� lwvv • 2 - 1 ZZ- trwllvl151 "& 1 41 A004 0 COMPANY ADDRESS 0 �Z°v(boS 2io- 32,!"2Ay5" DIC zis40,13 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the U. S. Department of Housing and Urban Development and the body awarding this federally assisted construction contract: No Federal appropriated funds -have been paid by or on behalf of the above named firm to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of and Federal grant, loan or cooperative agreement, and any extension, continuation, renewal, amendment, or modification thereof, and; 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract, grant loan, or cooperative agreement, the above named firm shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions, and; 3. The above name firm shall require that the language of this certification be included in the award documents for all sub -awards at all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreement) and that all sub - recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. AUTHORIZED OFFICIAL NAME AUTHORIZED OFFICIAL TITLE/CAPACITY AUTHORIZED FFfiC1ALSIGNATURE DATE Agreement No. 6288 EXHIBIT 13 COUNTY LOBBYIST CODE CHAPTER 2.160 COUNTY ORDINANCE NO.93-0031 CERTIFICATION Name of Firm: .4 OC\CI-oPd�^ iti W Address: G 2-0 e . �1�t [N . 2 ' 1 zz iLYt t-�S State: CI& Zip Code: ' 110c40 Telephone Number: ( 5�2, ) 1(ol — 10lp3L Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the Los Angeles County Development Authority (LACDA). 1) It is understood that each person/entity/firm who applies for a Los Angeles County Development Authority contract, and as part of that process, shall certify that they are familiar with the requirements of the Los Angeles County Code, Chapter 2.160 (Los Angeles County Ordinance 93-0031) and; 2) That all persons/entities/firms acting on behalf of the above named firm have and will comply with the County Code, and; 3) That any person/entity/firm who seeks a contract with the Los Angeles County Development Authority shall be disqualified therefrom and denied the contract and, shall be liable in civil action, if any lobbyist, lobbying firm, lobbyist employer or any other person or entity acting on behalf of the named firm fails to comply with the provisions of the County Code. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into contract with Los Angeles County and the Los Angeles County Development Authority. Authorized Official: (Contractor/Subcontractor) (Date) By: 4�& -< egoggyT- (Title) Agreement No. 6288 EXHIBIT 14 NON -COLLUSION DECLARATION Every bid on every public works contract of a public entity shall include a declaration under penalty of perjury under the laws of the State of California, in the following form: NONCOLLU51ON DECLARAT/ONTO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares: am (Print of (Print Company Name)_'+ the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 1_1vJUzz[date], at �. ity], �/_ state]. ". Autillorized Signature Title Name of Company ove— Agreement No. 6288 ELSEG iND December 14, 2021 ADDENDUM NO.1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time is changed to Tuesday, January 11, 2022 at 11:00 am. In response to contractor questions: 2. The Engineer's Estimate for this project is $252,000. 3. On Page I-A-3 of the specifications, in the Notice Inviting Sealed Bids, this sentence, "For these projects, those acceptable classes of license shall be "A" and "B." has been revised to replace the word "and" with the word "or." The sentence now reads: "For these projects, those acceptable classes of license shall be "A" or `B." As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this completed Addendum page with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non- responsive and subject to rejection. Signature: Date: t It 20 � � Print Company Name: L0Xg,1j, IWC, — Page 1 of 1 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 6288 rtaT,«a SEGU D January 5, 2022 ADDENDUM NO.2 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time remains Tuesday, January 11, 2022 at 11:00 am. 2. Please see this project's attached Supplement to Addendum 2 for bid opening instructions, bid -related questions and the responses to them, as well as additional specifications for project clarification. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this completed Addendum page with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non- responsive and subject to rejection. Signature: 1., ,-� Date: to Zo zt, Print Company Name: 4 0 ems.. �xn Page 1 of 1 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 6288 LABOR AND MATERIALS BOND CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 Bond No. 1001130497 Bond Fee: Included in Performance Bond CORRAL CONSTRUCTION & DEVELOPMENT, INC._ as principal ("PRINCIPAL") INCIPAL") and Us. a corporation incorporated under ,RMALTYJNSLJRAN L,(�OMPANI�. the laws of the State of TEXAS . .... . ..... and licensed by the Sttitc of California to execute bonds and undertakings as sole surely, as surety ("SURETY"), are held and firinly bound unto the CITY OF f,'I, SEGUNDO ("CII I Y") yin the sump of TWO HUNDRED THIRTEEN THO03AND, THREE HUNDRE D THIRTY-THREE DOLLARS (S213 lawfut nioney of the United States, which may be increased or decreased by a rider hereto executed in the same nianner as this bond, for the payment of which sure PRINCIPAL and SURETY bind flicniscives, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to contractors, subcontractors, andpersons renting equipment; payment by PRINCIPAL and al,l PRINCIPAL,' subcontractors for all materials, provisions, provender, or other supplies, and equips ient used in, upon, for or about the perforniance of the work contemplated in crry HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT SPECIFICATIONS PECIFICATIONS AND PLANS NO, PW 21-08 ("Public Project"), the public works contract executed for such Public Project, and for all work or labor of any kind perfon-ned for the Public Protect. In the case of any default in the perforniance 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, reclaination, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS AND PLANS NO. PW 21-08, and the public works contract executed for such Specifications, copies of which is on rile with CITY's Engineering Division ("Public pro '' ect,). Sue], perf J orniance will be in accordance with CITY's plans and profiles, which are made a part of this bond when said plans and proll les are approved by the City Council and Bled 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 Agreement No. 6288 Bond No. 1001130497 thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS AND PLANS NO. PW 21-08, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] Agreement No. 6288 Bond No. 100 1130497 SIGNED AND SEALED this 10th day of March ,2022 . P .. RlkNPAL's PRESIDENT AL's SECRETARY SURETY Blake A. Pfister, Attorney -in -Fact PRINCIPAIL's MAILING ADDRESS: SURETY's MAILING ADDRESS: JjAgAL.L,(_)NSrR0 'IQN& U.S. SPECIALTY INSURANCE COMPANY . ......... ..... ---- . ..... . .. . . . ...... 800 S Fi L-ueroa #700__ Los An, dg�j'� .90017 .......... . ..... ....... --- - — ------- — NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. Agreement No. 6288 CAU111110MRA ALL4110UACKNOWLEDGUM CIVIL CODE § 1189 A notary pubic or cow officer coming this certificate verifies only the idWW of the WdvkkW who signed the doccrrnent to which this cwWjc de is attached, and rat the Uulhfuhress, sccaracy, or vafruft of that document. State of Calffomia ) County of - ) On March 10, 2022 bgforemg, Lianne Nahina, NotarX Public Date Here Insert Name and Title of the Officer poly appear Blake A. Pfister 8) of SOW(S) 1 certify under PENALTY OF PERJURY under the laws of the Stats of California that Ow foregoing paragraph Is true and correct, WITNESS my hand and official seal, a, LIANNE NAHINA AJK a w COMM. # 2314283 XG sr NOTARY PUBLIC-CALIFORNIA Sinatu ORANGE COUNTY N Signature of Notary Public � MY COMM EXR DEC 5,2023 PWe Notary Seal Above Though this section /s optional, completing this information can deter alteration of the document or frt udulent reattachment of this form to an unintended document Title or Ton of Of Dpo a 10 0113 0 7 Type pocument pate; M a r c h 10, 2022 Number of Pages: 3 Signer(s) Other Than Named Above: N / A , N o n e C ) by SOWM Signer's Name; Blake A. P f i a r 0 Corporate Officer — Title(* 0 Partner O Umited W' Indlviduat _ 0 Attorney In Fact 0 Thistee 0 Guardian or Co 0 Other: Signer Is ing: 11 _ S_ S pP r i a i t x nsurance Company sName: _..-_--- Corporate Officer -T T`dle(s): 0 P 0 Umited 0 G l=•lIndiv 0 Attomey in Fact p Trustee 0 Guardian or Conservator 0 Other. Signer Is Representing: 02014 National Notary Association • www.NdbnWNotary.org • 1.800-US NOTARY (1400-876-W27) Item 05907 Agreement No. 6288 TOKIOMARINE t,,,,i POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANYU.S. SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company„ a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies,"), do by these presents make„ constitute and appoint: Blake A. Pfister of Mission Viejo, California its true and lawful Attorney(s)-in-fact,, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name„ place and stead, to execute, acknowledge anddeliver any and all bonds, recognizances, undertakings or other Instruments or contracts of suretyship to include hiders, amendments,, and consent,$ of surety, providing the bonds penalty does not exceed '""Five Million"Dollars ( ""5,000000,00" " ). This Power of Attorney shall expire without further action on January 31", 202. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies:. Be it Resolved„ that the President, any Vice -President, any Assistant Vine -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attomey-in-Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 231d day of September, 2021. AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY' State of California," County of Los Angeles By: m Daniel P. Aguilar, Vice President 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 On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. D. Ul-REFIEW WITNESS my hand and offs I seal. Notify Public - raufaml. R.o' 41111110a County C, 111 T 7 2120307 Signature (seal)Lmmy Comm, rlJon3fa4 1, Kio Lo, Assistant Secretary o ' American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this 1 t h day of ka c,n 2022 . Corporate Seals Bond No. 1001130497r r ,. :4 9� s Agency No. 3074 `tt Pp nk„ r � �•wa �,avn 1 ry <„ur rv� � itCN Lo, ASSi SecretaryWW HCCSMANPOA09/2021 visit tmhcc.com/surety for more information Agreement No. 6288 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of LqS 1' On MAroh 11 2012 before me, So►vnviat ato , Nmayq vvwi C, (insert name and title of he officer) personally appeared Rene e 4,0to who proved to me on the basis of satisfactory evidence to be the perso whose name(, is sub ribed to the within instrument and acknowledge o me thatAe executed the same in e r authorized capacity(" ), and that by ` the .r signat (s) on the instrument the person(*), or the entity upon behalf of which the person(#) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature . .SABRINA ANN SOTO- s COMM # 2390883,E Los Angles County Caffornia Notary Pubtlj+l-" c41rm1M Ep Jam. 1� 2026 �..., .'........• (Seal) ... ........ .... Agreement No. 6288 FAITHFUL PERFORMANCE BOND CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 Bond No. 1001130497 Bond Fee: $6,400 CORRAL CONSTRUCTION & DEVELOPMENT, INC. ("PRINCIPAL") and U.S. SPECIALTY INSURANCE COMPANY , a corporation incorporated under the laws of the State of TEXAS _S and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and I irmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of TWO H-LINDRED THIRTEEN THOUSAND, THREE HUNDRED THIRTY-TH DOLLARS ($211,333), lawful money of tile United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for tile payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS AND PLANS NO. PW 21-08, 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 an), damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS AND PLANS NO. PW 21-08, a copy of which is on file with CITY's Engineering Division ("Public Project"), Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council alid filed with cars 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. 6288 Bond No. 1001130497 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS AND PLANS NO. PW 21-08 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. 6288 Bond No. 1001130497 SIGNED AND SEALED this 1 Oth day of Marc 20 22 CORRAL CONSTRUCTION & DEVELOPMENT, INC. U.S, SPECIALTY In�NCE COMPANY lP'AL's PRESIDENT AL's SECRETARY PRINCIPAL'S MAILING ADDRESS: CORRAL CONsutucrioN & DEVELOPMENT, INC, 5211 E Washin on BI #2-122 Commerce, CA 90040 SURETY Blake A. Pfister, Attorney -in -Fact SURETY's MAILING ADDRESS: U.S. SPECIALTY INSURANCE COMPANY 800 S Fi ueroa #700 Los An eles, CA 90017 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 (I) year after acceptance of the job. I-E-3 Agreement No. 6288 .CAUFORMA ALL410111111WME ACKNOWLEDOM1111iff CIVIL CODE $1189 A rotafy Pub#0 or OW ~ =0101109 this certificate VNi fes only the identity of the ffdvidual who signed the domownt to which 06 ceffab is attached, snd not the bum, acmacy, or vak ty of that dmmwL State of Caiifomia ) County of Qcaag) On Marcie 10 2022 beforeme, Lianne Nahina, Notary Public , Dow Hens Insert Name and TWO of the Officer P appHred Blake A. Pfister Aftme(s) ofSig W($) 1 my.., seal. LIANNL. NAHINA WrTNEsg hand and oifiCial COMM. # 2314283 CEo W P . � � NOTARY PUBLIC-CALIFORNIA -r (,",, �i GRANGE COUNTY e:3 iai +8� MYCOMM: EXP. DEC 5, 2023 g Signature of Notary Public Place Notary Seal Above O Though this section Is optional, completing this infonnahon can deter alteration of the document or fraudulent mattachment of this form to an unintended document, Descrktiiem of ilk unvot Bond 10 0113 0 4 9 7 Titfa or Type Of DOCume<1h Document pate, March 10, 2022 Number of Pages: 3 Signer(s) Other Than Named Above: Cmpsd"") Clainlied by ftnerW SjjWW$ Na111e: Blake A. P f i s t e corporate Officer — Me(s): 0 p 0 Limited 0 General individusi . 0 Attorney in Fact O,Trustee 0 Guardian or Conservator 0 Other. Siggner is Repr ng. 11. . e c i a t. t . Insurance +Corr an SoWs Nanw. 0 CorporateOfficer -- T -s},-.. 0 Ia - 0 United 0 GeneraI 0 Irsdividuat 0 Attorney in Fact 0' Tnnfte 0 Guardian or Conservator 0 Other.. Signer Is Representing: 02014 National Notary Association • www.NationaiNotary.org • 1400-US NOTARY (14W"76.6627) Item *5907 Agreement No. 6288 TOKI ) MA M E CC _. POWER OF ATTORNEY AMERICAN CONTRACTORSINDEMNITY Y TEXAS BONDINGCOMPANY UNITED TY COMPANY U.S._SPECIALTY INSURANCE Y KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make, constitute and appoint: Blake A. Pfister of Mission Viejo, California its true and lawful Attorneys) -in -fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other Instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed ****"Five Million"' Dollars ** S 000 000.00" . This Pourer of Attorney shall expire without further action on January 3111% 2024This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved, that the President, any Vic -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attomey-in-Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of, attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 231d day of September, 2021, AMERICAMN CONTRACTORS INDEMNITY COMPANY 'TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY State �f California et ��. �� a a Daniel P. Aguilar, Count of Los Angeles +, By. g tar, Vice President Carr mar A 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, accurac or validity of that document On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. o. �rrrs.rrir�.p WITNESS my hand and off" 1 seal. carry O,: - c4forwrt bit m p iea County cl ra Jar a 2.320307 Signature (seal) *"MyComm� sxpre%,r n 3r„ 2024 1, Kio Lo, Assistant Secretaryt erican Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this 1 tl t h day of March 2 2 2 Corporate Seals = 10 0 113 Q 4 9 7 Bond No. Agency No. 3074 d� ° aAC aw r I �r %N A dl .as,a� � wtl m w s N KId LO, A5r9 Secretary 90tlXopl M1�""" dNryryp, NUaW "`n�YPh,,pM4`H%�'"'^NlU1tlR4NNN'�o visit tmhcc.com/surety for more information HCCSMANPOA09/2021 Agreement No. 6288 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or ,,validity of that document. State of California County of t 0S A)04je On Mgrch I�l , 2022 before me, 6000VIOk SOLD$ Nota PUblkc (insert name and title of the officer) personally appeared e p- Toi-D who proved to me on the basis of satisfactory evidence to be the pers ( whose name(a is sub r'ibed to the within instrument and acknowledge o me that s a hey executed the same in I /h 1 . authorized capacity(Ws), and that by `� h� it signature( on the instrument the personal, 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. Signature " SABRINA ANN SOTO* i ii COMM # 2 00g8 ,a Las Angeles County 4 i Californiallotary Publi "' •..,. Co Exp Jars. 1! , 0 6' (Seal) .» ...... .................... ... JUL-14-2006 15:52 AMERICAN CONTRACTORS 310 6490416 P.01Z01 STATE OF CALIFORNIA Agreement No. 6288 DEPARTMENT ENT OF INSURANCE N4 07984. SAN FRANCISCO ,Amended Certificate of Authority THIS IS TO CERTIFY THAT, Pursuant to the Insurance Code of the State of California, U.S. Specialty Insurance Company Of Houston, :Texas organized under the laws of Texas , subject to its Articles oflncotporation or otherfundamental organizational documents, is hereby authorized to transact within the State, subject to all provisions of this CertVicate, the following classes of insurance: Fire, Marine, Surety, Disability, Liability, Workers' Compensation; Aircraft, and Miscellaneous as such classes are now or may hereafter be defined in the Insurance laws of the State of California, THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation of arty, 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 herveer be changed or amended. IN WTITVESS WHEREOF, effective as of the 2 9 th day of December 2004 , I have hereunto set my hand and caused my official seal to be mixed this 29th day of December 2004 , It�hn Ca amendi rasumnre C r77issioner By l .—ram= Tor Ida Zodrow t+epu tiepat t NOTICE: quoh"facaalon wrath She secretory of state most be a"oMpliAcd a scquired by tho tml13 Lode prow il,y altct issuance of this Ctniiicato of Authority. Failure to do so duill be a violation of b1surance Code Suction 701 an 9l ire grounds for rcvOldns this CcnVticate of A,othority PUMUant tta.ttao cosavennts Made in the application thcarcfor and the conditions contained heroin. ao.M eb] ' A �09P oe 8v'Vf Pori -ire Fax Note 7671 ®ate o��1(�� o toes► To � n From CoJDepl. /✓ Phone k ppO'mM Few ■ "� Fax ti TOTAL P.01 Agreement No. 6288 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR CITY HALL AMERICANS WITH DISABILITIES AC (A.DA) PUBLIC REST OO S I.1 PROVEMENT PROJECT PROJECT NO.: P'W 21-08 COMMUNITY :DEVELOPMENT BLOCK GRANT (CDBG) PROJECT OJECT NO. 602294-20 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 http s : //www. elsegundo. org/government/departments/city-clerk/bid-rfp b tl,.)s://\v\vw,el,s"tiii.do.oi-gZgover�iiiiient/de rtments/ ublic;-Nvot ks/re test- ubfic-wog ,-bid MANDATORY PRE -BID MEETING MONDAY, DECEMBER 20, 2021 AT 9:00 AM at the El Segundo Civic Center Plaza next to 350 Main Street, El Segundo, CA 90245 BIDS DUE TUESDAY, DECEMBER 28, 2021 AT 11:00 AM This is a federally assisted construction contract. 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. 1 Agreement No. 6288 MANDATORY PRE -BID MEETING LOCATION MONDAY, DECEMBER 20, 2021, 9:00 AM at the El Segundo Civic Center Plaza next to 350 Main Street, El Segundo, CA 90245 Agreement No. 6288 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, DECEMBER 28, 2021 IN THE 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. 6288 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 Development Services 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. e # SECTION I — LEGAL A. NOTICE INVITING SEALED BIDS B. BIDDING INSTRUCTIONS 1. DEFINITION 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 5. PRODUCT SUBSTITUTIONS 6. SUBCONTRACTORS 7. ADDENDA 8. PRE -BID CONFERENCE 9. FORM AND STYLE OF BIDS 10. BID SECURITY 11. MODIFICATION OR WITHDRAWAL OF BID 12. OPENING OF BIDS 13. REJECTION OF BIDS 14. AWARD C. PROPOSAL Agreement No. 6288 PAGE I-A-1 TO A-3 I-B-1 TO B-8 I-B-I I-B-1 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-6 I-C-1 TO C-17 1. PROPOSAL, FIRST PAGE I-C-1 2. BID SCHEDULES I-C-3 3. BIDDER'S INFORMATION I-C-5 TO I-C-6 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT I-C-7 5. PROPOSAL GUARANTEE BID BOND I-C-8 6. CONTRACTOR'S LICENSE DECLARATION I-C-9 7. NON -COLLUSION AFFIDAVIT I-C-10 8. WORKER'S COMPENSATION CERTIFICATION I-C-11 9. DESIGNATION OF SUBCONTRACTORS I-C-12 10. REFERENCES I-C-13 TO I-C-15 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS I-C-16 12. INSURANCE REQUIREMENTS I-C-17 13. FED. LABOR COMPLIANCE DOCUMENTS I-C-19 TO I-C-33 D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT I-D-1 TO D-5 E. FAITHFUL PERFORMANCE BOND I-E-1 TO E-3 F. MATERIAL AND LABOR BOND I-F-1 TO F-3 Agreement No. 6288 SECTION 11 — GENERAL REQUIREMENTS PAGE A. GENERAL SPECIFICATIONS II -A -I TO A-2 1. REGISTRATION OF CONTRACTORS II-A-1 2. INSURANCE AND CITY BUSINESS LICENSE II-A-1 3. EMERGENCY INFORMATION II-A-1 4. FURNISHING OF WATER II-A-1 5. CALIFORNIA — OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION II-A-1 6. SOUND CONTROL II-A-2 7. AIR POLLUTION CONTROL II-A-2 8. WORKER UNIFORMS II-A-2 B. STANDARD SPECIFICATIONS II-13-1 TO B-34 0-1 STANDARD SPECIFICATIONS II-B-1 0-2 NUMBERING OF SECTIONS II-B-1 0-3 MODIFICATIONS II-B-1 1-2 DEFINITIONS II-B-1 1-2.1 ADDITIONAL DEFINITIONS II-B-1 1-3 ABBREVIATIONS II-B-2 2-0 SCOPE AND CONTROL OF WORK II-B-3 2-1.1 ACCESS TO PROJECT SITE II-B-3 2-1.2 OWNERSHIP AND USE OF CONTRACT II-B-3 DOCUMENTS 2-3 SUBCONTRACTS II-B-3 2-3.1 GENERAL II-B-3 2-3.2 ADDITIONAL RESPONSIBILITY II-13-4 2-4 CONTRACT BONDS II-B-4 2-5 PLANS AND SPECIFICATIONS II-B-5 2-5.1 GENERAL II-B-5 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS II-13-5 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS II-B-6 2-8 RIGHT-OF-WAY II-B-6 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES II-B-6 2-9 SURVEYING II-13-6 2-9.3 SURVEY SERVICE II-B-6 2-9.3.1 CONSTRUCTION SURVEYING II-B-6 2-9.3.2 MEASUREMENT AND PAYMENT II-13-7 3-3.2.2 BASIS FOR ESTABLISHING COSTS II-B-7 3-3.2.3 MARK UP II-B-7 ii Agreement No. 6288 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 ill PAGE II-13-8 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 11-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. 6288 SECTION II — GENERAL REQUIREMENTS (Continued) 6-11.3 CLAIMS SUBMITTED TO ENGINEER 6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY 6-11.5 DECISION ON CLAIMS 6-11.6 APPEAL OF ENGINEER'S DECISION 6-11.7 MEDIATION 6-11.8 ARBITRATION 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING 6-11.10APPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL 7-2 LABOR 7-2.3 PREVAILING WAGES 7-2.4 RECORD OF WAGES PAID; INSPECTION 7-3 LIABILITY INSURANCE 7-3.1 GENERAL 7-3.2 INDEMNIFICATION AND DEFENSE 7-5 PERMITS 7-8.1 CLEAN UP AND DUST CONTROL 7-8.1.1 GENERAL 7-8.1.2 WATERING 7-8.6 WATER POLLUTION CONTROL 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 TRAFFIC AND ACCESS 7-10.2 STREET CLOSURES, DETOURS, BARRICADES 7-10.5 PROTECTION OF THE PUBLIC 7-15 HAZARDOUS MATERIAL 9-2 LUMP SUM WORK 9-3.2 PARTIAL AND FINAL PAYMENTS 9.3.3 DELIVERED MATERIALS 100-1TERMINATION OF AGENCY LIABILITY iv PAGE II-B-20 II-B-21 II-B-21 II-13-21 II-B-22 II-13-22 II-B-22 II-B-22 II-B-23 II-B-23 II-B-24 II-B-24 II-B-24 II-B-27 II-13-28 1I-B-28 II-B-28 II-B-28 II-B-28 II-B-29 II-B-30 II-B-30 II-B-3 0 II-B-31 II-13-31 II-B-32 II-13-33 II-B-34 II-B-34 Agreement No. 6288 SECTION III AND IV — SPECIAL PROVISIONS SECTION V — FEDERAL LABOR STANDARDS • PAGE III-A-1 THRU V-A-40 • FEDERAL WAGE DECISION APPENDICES Appendix 1 — City Map Appendix 2 — Typical No Parking Sign — El Segundo Standard ST-18 Appendix 3 — Construction and Demolition Materials Recycling Forms Appendix 4 — Asbestos and Lead -Containing Materials Report Appendix 5 — Project Plans v Agreement No. 6288 NOTICE INVITING SEALED BIDS FOR CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 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, DECEMBER 28, 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 labor, materials, tools, equipment and incidentals for the City Hall ADA Public Restrooms Improvement Project and related work as shown on the plans on file with the City's Public Works Department. Work on the Project must be performed in strict conformity with Specifications No. PW 21-08 as adopted by the El Segundo City Council on December 7, 2021 which is filed with the Public Works Department. Contractors bidding the project shall provide a minimum of five government agency, preferably municipal, references. The references shall be for the contractors' building similar projects (in terms of scope, size, type, magnitude and complexity), as the prime contractor in the past five (5) years. Bidders shall include references, etc. to demonstrate qualification. Copies of the Plans, Specifications, Contract Documents and Engineer's estimate are available from the Engineering Division of the Public Works Department, City of El Segundo, 350 Main Street, El Segundo, California, 90245. Plans and Specifications are alternately available electronically via https://www.elsegundo.org/government/departments/public-works/request- public-works-bid A mandatory pre -bid meeting is scheduled for Monday, December 20, 2021, at 9:00 AM at the El Segundo Civic Center Plaza, next to 350 Main Street in El Segundo, CA 90245. Failure to attend the mandatory meeting will disqualify a company's bid. All questions regarding the project are due to https://www.elsegundo.org/government/departments/public- works/request-public-works-bid by Monday, December 20, 2021, at 3:00 PM. The terms and conditions for bidding on the Project are described in the attached Bidding Instructions. This project is funded in whole or in part with Community Development Block Grant (CDBG) funds provided by the U.S. Department of Housing and Urban Development I-A-1 Agreement No. 6288 (HUD). 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 wages rates, the higher of the two will prevail. 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 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. 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. Prior to contract award, the contractor's status and eligibility will be checked and verified with the California Department of Industrial Relations at http://www.cslb.ca.gov, at: https://efiling.dir.ca.gov, and http://www.dir.ca.gov/dlse/debar.html. Contractor's status and eligibility will also be verified through the excluded parties list at the federal System for Award Management (SAM) website: litt s:Hbbeta.sam. ov. 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 I-A-2 Agreement No. 6288 expense and will include costs incurred by the City to accommodate the Contractor's request. In entering into a Public Works contract, or a subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or Sub -Contractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties. Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the City Clerk, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT "SEALED BIDS FOR PROJECT NO.: PW 21-08 IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" The bid must be accompanied by a bid bond, made payable to the City of El Segundo for an amount no less than ten percent (10%) of the amount bid for the base contract. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code. For these projects, those acceptable classes of license shall be "A" and "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 day of 12021 CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk I-A-3 Agreement No. 6288 1. DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents. 1.1 "Addenda" means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.2 "Alternate" means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both. 1.3 "Bid Deadline" means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda. 1.4 "Bidder" means a person or firm that submits a Bid. 1.5 "Bidding Documents" means the construction documents prepared and issued for bidding purposes including all Addenda. 1.6 "Lump Sum Base Bid" means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents, but not including unit price items or Alternates. 1.7 "Unit Price" means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2. BIDDER'S REPRESENTATIONS. By making its Bid, Bidder represents that:. 2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents. 2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents. 2.3 The Bid is based upon the materials, equipment, and systems required by the Bidding Documents. 2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor's State License Board for the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work, and each member of the joint venture will likewise have the appropriate license. Business and Professions Code § § 7000-7191 establish licensing requirements for contractors. If a Bidder, that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold either (1) a specialty contractor "C" license in each such trade, (2) a General Engineering contractor "A" license, or (3) a General Building contractor `B" license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade. 2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the I-B-1 Agreement No. 6288 Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2.6 Bidder has the expertise and financial capacity to perform and complete all obligations under the Bidding Documents. 2.7 The person executing the Bid Form is duly authorized and empowered to execute the Bid Form on Bidder's behalf. 2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code Requirements in its performance of the Work. 2.9 The Bidder has paid the City's business license fee(s) 2.10 The Bidder, per SB 854 requirements for public projects, has registered with and paid their annual fee to the California State Department of Industrial Relations. Information about SB 854 and its requirements can be found at this link: http://www.dir.ca.gov/Public-Works/SB854.html 3. BIDDING DOCUMENTS 3.1 Bidders may obtain complete sets of the Bidding Documents from the City's Public Works Department for the sum stated in the Notice for Bids. 3.2 Bidders will use a complete set of Bidding Documents in preparing Bids. 3.3 The City makes copies of the Bidding Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Bidding Documents. 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS. 4.1 Before submitting its Bid, Bidder will carefully study and compare the various documents comprising the Bidding Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the Bid is submitted; will examine the Project site, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City's Representative errors, inconsistencies, or ambiguities discovered. 4.2 Requests for clarification or interpretation of the Bidding Documents will be addressed to the City's Representative. 4.2.1 The release of the bid package begins a quiet period for potential Bidders participating in this project. The City of El Segundo realizes it is critical to provide Bidders with a vehicle to ask questions so that quality responses can be prepared. Questions must be submitted in writing to project managers via the City website: https: //www. elsegundo. org/government/departments/public-works/request- public-works-bid Responses to all questions will be provided in writing to all Bidders in accordance with the schedule below. We will not identify companies or I-B-2 Agreement No. 6288 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 Monday, December 20, 2021, at 3:00 PM Questions Answered by December 22, 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. I-B-3 Agreement No. 6288 7. ADDENDA. 7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda. 7.2 Copies of Addenda will be made available for inspection at the City's Public Works Department. 7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued anytime before the Bid Deadline. 7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid. 8. PRE -BID CONFERENCE. Bidder will attend a Pre -Bid Conference where City will discuss the Bidding Documents, answer questions, accept comments, and conduct a Project site visit. The City requires all Pre -Bid Conference attendees to arrive for the meeting on time and to sign an attendance list which is used to determine if Bidders meet this requirement. Any Bidder not attending the Pre -Bid Conference in its entirety will be deemed to have not complied with the requirements of the Bidding Documents and its Bid will be rejected. 9. FORM AND STYLE OF BIDS 9.1 Bids will be submitted on the Bid Form included with the Bidding Documents. Bids not submitted on the City's Bid Form will be rejected. 9.2 All blanks on the Bid Form will be filled in legibly 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 Disqualifications" form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqualification. The City may reject the bid based on such information. 9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any manner. 9.6 The Bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the Bidder (if awarded the Contract) specifically agrees to construct a completed work ready for the use and in the manner which is intended. In the event of increasing or decreasing of work, the total amount of work actually done or materials or equipment furnished must be paid for according to the unit or lump sum price established for such work under the contract, wherever such unit or lump sum price has been established. In the event no prices are named in the contract to cover such changes or alterations, the cost of such changes must be covered as extra work. 9.7 The Bid Form will be signed by a person or persons legally authorized to bind Bidder to a contract. Bidder's Representative will sign and date the Declaration included in the Bid Form. Failure to sign and date the declaration will cause Bid to be rejected. Agreement No. 6288 9.8 Bids must be submitted in writing on the Proposal forms provided by the City of El Segundo. One (1) set of these Proposal forms is inserted loose herein for use by the bidders. Bidders are required to submit one (1) original set of the proposal forms. All information requested therein must be clearly and legibly set forth in the manner and form indicated. 9.9 Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submissions of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the City of El Segundo and clarified prior to the submission of proposals. 10. BID SECURITY 10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump Sum Base Bid as security for Bidder's obligation to enter into a Contract with the City on the terms stated in the Bid Form and to furnish all items required by the Bidding Documents. Bid Security will be a Bid Bond on the form provided by the City or a certified check made payable to "City of El Segundo." When a Bond is used for Bid Security, failure to use the City's Bid Bond form will result in the rejection of the Bid. 10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish all items required by the Bidding Documents within the time limits specified in these Instructions to Bidders, the City will disqualify such Bidder and select the next apparent lowest responsible Bidder until all bids have been exhausted or the City may reject all bids. In such an event, the disqualified Bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the Bid Security, between the amount of the disqualified Bid and the larger amount for which the City procures the Work. 10.3 If a Bid Bond is submitted and an attorney -in -fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, "Insurers Admitted to Transact Surety Insurance in This State." 10.4 The City will retain Bid Security until the occurrence of one of the following: 10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City. 10.4.2 The specified time has elapsed during which Bids may be withdrawn. 10.4.3 All Bids have been rejected. 10.5 The Bid Form, Bid Security, and all other documents required to be submitted with the Bid must be enclosed in a sealed opaque envelope. The envelope must be addressed to the City Clerk. The envelope must be identified with the Bidder's name and address, and identify the Project for which the Bid is submitted, as follows: I-B-5 Agreement No. 6288 "SEALED BIDS FOR PW 21-08: CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT. DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger. 10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened. 10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids. 10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted. 10.9 All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws related to bids for contracts of this nature whether the same is expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith. 11. MODIFICATION OR WITHDRAWAL OF BID. 11.11 Before the Bid Deadline, a submitted Bid 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 interlineations, alterations, or erasures. Agreement No. 6288 Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 13.3 In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code. 14. AWARD 14.1 The City may retain all bids for a period of sixty (90) days for examination and comparison, and to delete any portion of the work from the contract. 14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to accept the lowest responsive Bid as determined by The City. 14.3 The City will have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents. 14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum Base Bid plus all unit prices multiplied by their respective estimated quantities as stated in the Bid Form, if any, plus the Contractor Delay Damages multiplied by the "multiplier" as stated in the Bid Form, plus the amounts of all accepted Alternates. 14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the purpose of determining the low bidder and establishing the City's maximum daily liability as a result of City delays to Contractor, if any, and City has no obligation to pay any daily Contractor Delay Damages except as provided for in these Contract Documents for Compensable Delays. In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Proposal Form or Contractor's actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 14.5 The City will select the apparent lowest responsive and responsible Bidder and notify such Bidder within thirty (30) days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids. Within ten (10) days after receiving the City's notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items: 14.5.1 One original of the Agreement signed by Bidder. 14.5.2 One original of the Payment Bond. 14.5.3 One original of the Performance Bond. 14.5.4 Certificates of Insurance on form provided by the City. 14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders' company stationery. Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references. I-B-7 Agreement No. 6288 14.5.6 Preliminary Contract Schedule. 14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention. 14.5.8 Cost Breakdown. 14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract. 14.7 If Bidder submits the original signed Agreements and all other items within ten (10) days after receiving the City's notification, and all such items comply with the requirements of the Bidding Documents, the City will award the Contract to Bidder by signing the Agreement and returning a signed copy of the Agreement to Bidder. 14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City's notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract, the City may reject such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. Agreement No. 6288 PROPOSAL FOR THE CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 Date 20 Company Name: TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents, access and any other field conditions which may effect bid prices. If this proposal is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of El Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of El Segundo's notice of award of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for signature by the Awardee, the proceeds of the security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's option, be considered null and void. I-C-1 Agreement No. 6288 EQUAL EMPLOYMENT OPPORTUNITY CO I PLIANCE 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 CL "t"tIFI ATION 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. NONCOLLUS1ON 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. 6288 BID SCHEDULE CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 Company Name: ADA-RELATED BID ITEMS — PHASE 1: COUNCIL CHAMBERS LOBBY RESTROOMS ITEM UNIT NO. DESCRIPTION UNIT QTY PRICE ($) AMOUNT ($) _.. Install new in -wall plumbing in all locations where fixtures are proposed 1 (remove and replace existing as LS 1 necessary) Install new underground plumbing in 2 all locations where fixtures are LS 1 proposed (remove and replace existing as necessary) Install new metal stud walls, drywall, 3 waterproofing/moisture barrier, paint, LS 1 and finishes other than tile Install new fixtures including flushable urinals, accessories, stall partitions, and 4 other restroom components to comply LS 1 with ADA requirements and as shown per plan 5 Install new tile walls (replace all LS 1 existing) 6 Install new tile floors (replace all LS 1 existing) SUBTOTAL, BID ITEMS 1 - 6: I-C-3 a Agreement No. 6288 BBY RESTROOMS NON-ADA-RELATED BID ITEMS —PHASE 1: COUNCIL CHAMBERS LO mmmmmIT ITEM UNIT NO. DESCRIPTION UNITm„ TYIT..... PRICE m($) AMOUNT ($) 7 Mobilization incl. Building Permit Fee LS 1 8 Demolition including asbestos LS 1 abatement ........ .- 9 - — Install new floor drains with self- LS 1 priming traps 10 Re -concrete slab and grade to drain LS 1 11 Install recessed hose bibbs in each LS 1 restroom for custodial cleaning 12 Replace restroom vent covers EA 2 Relocate, clean and repair other HVAC LS 1 13 components as needed. 14 Upgrade electrical and lighting fixtures LS 1 15 Miscellaneous improvements if LS 1 $12,000 necessary _] SUBTOTAL, BID ITEMS 7 - 15, I-C-3b Agreement No. 6288 ADA-RELATED BID ITEMS — PHASE 2: MAIN (EAS ) LOBBYITRESTROOMS ITEM UNIT NO. — DESCRIPTION UNIT QTY PRICE ($) AMOUNT ($) Install new i plumbing in all w 16 locations where fixtures are proposed LS 1 (remove and replace existing as .......... necessary) ... ..... .... _ ...... ....... Install new underground plumbing in 17 all locations where fixtures are LS 1 proposed (remove and replace existing as necessary) Install new metal stud walls, drywall, 18 waterproofing/moisture barrier, paint, LS 1 and finishes other than tile Install new fixtures including flushable urinals, accessories, stall partitions, and 19 other restroom components to comply LS 1 with ADA requirements and as shown per plan 20 Install new tile walls (replace all LS 1 existing) Install new tile floors (replace all LS 1 21 existing) SUBTOTAL, BID ITEMS 16 - 21: I-C-3 c Agreement No. 6288 NON-ADA-RELATED BID ITEMS — PHASE 2 MAIN (I 'AST) LOBBY RESTROOMS ITEM UNIT _ NO. _IT _ DESCRIPTION UNIT _ TY PRICE ($) AMOUNT ($). 22 Demolition including asbestos LS 1 abatement ....... ... Install new floor drains with self- LS 1 23 priming traps. 24 Re -concrete slab and grade to drain. LS I 25 ...... .......... Install recessed hose bibbs in each EA _..... . ...... 2 ... _.....— restroom for custodial cleaning ......_._— _... 1_......., ......... _............ 26 Replace restroom vent covers EA 2 27 Relocate, clean and repair HVAC LS 1 components as needed. 28 Upgrade electrical and lighting fixtures LS 1 29 ........... ........ Miscellaneous improvements if LS 1 $12,000 necessary SUBTOTAL, BID ITEMS 22 - 29: TOTAL BID ITEMS 1 THROUGH 29: TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I-C-3d Agreement No. 6288 THIS PAGE LEFT BLANK 1-C-4 Agreement No. 6288 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 DIR# g" Expiration Date State License Original Date Issued _....._.— The following are the names, titles, email addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: I-C-5 Agreement No. 6288 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. 6288 IN WITNESS WHEREOF9 BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this - day of .......... .. . � 20_ I Monsd day of 20-- I-C-7 Agreement No. 6288 PROPOSAL GUARANTEE BID BOND CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 KNOW ALL MEN BY THESE PRESENTS that, , as BIDDER, and , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of _._....._ DOLLARS ($), which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and 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-8 Agreement No. 6288 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).. SM, Agreement No. 6288 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of ) being first duly sworn, deposes and say that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signature Typed Name Title Name of Bidder/Company Name Date I-C-10 Agreement No. 6288 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: Title:. Business Name: Business Address: Telephone Number: (.......— Dated this ,.— day of � , 20 I-C-11 Agreement No. 6288 DESIGNATION OF SUBCONTRACTORS CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 Company Name: As detailed in Section 2-3.1 (Page II-B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. Subcontractor's Contractor Description of License No., & Portion of Name of DIR Work Estimated Subcontractor Address Registration No. Subcontracted $ Amount �f6F0 � ry� ➢g (Number and Street) (CSLB (City, Zip Code) . (DIR #........... _ (Make copies of this page if additional space is needed) Signature of Bidder Date I-C-12 Agreement No. 6288 REFERENCES CompanyName:...__... _..._... . .... _ .. ..... .... ....... ....._ -.- 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: l . Project Title: Location: Name and address of owner ................................. Name and current telephone number of person familiar with project Type of Work: Contract amount: $ITITIT Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? 2. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $�wwwww _ Date completed: Amount of work done by my/our firm under contract $_............. . Did your firm have any financial interest in Project? ........... I-C-13 Agreement No. 6288 3. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm 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-14 Agreement No. 6288 Project Title: Location: Name and address of owner ................................... Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ ..... _ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? Bidder may attach additional reference pages if necessary. The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: I-C-15 Agreement No. 6288 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 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-16 Agreement No. 6288 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 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 11 urance. Limits Commercial general liability: S2,000,000 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 Cali forma Worker's Compensation Coverage with the associated Waiver. Out-of-state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." Date Bidder's Signature I-C-17 Agreement No. 6288 CITY OF EL SEGUNDO COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT CDBG PROJECT NO. 602294-20 INSTRUCTIONS TO BIDDERS CHECKLIST OF DOCLItAENTS TO BECIOMPLET'ED, SIGNED AND SUBMITTED WITH BID: Exhibit 5 Worker's Compensation Certification Exhibit 6 Exhibit 7 Exhibit 8 Exhibit 9 Exhibit 10 Exhibit I I Exhibit 12 List of Proposed Subcontractors or Sub -Tier Contractors Certification of Understanding and Authorization Request for Additional Classification and Rate Non -Segregated Facilities Certification Past Performance Certification Notice of Equal Employment Opportunity Federal Lobbyist Certification Exhibit 13 County Lobbyist Certification Exhibit 14 Non -Collusion Declaration I-c- 18 Agreement No. 6288 I-C-19 Agreement No. 6288 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND 1CONTRACTOR] CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 This CONTRACT is entered into this _ .....� day of ........_, 20 by and between the CITY OF EL SEGUNDO, a general law city and municipal incorporation ("the City") and _� ("the Contractor"). 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. I-D-1 Agreement No. 6288 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within one hundred fifty-five (155) 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. 5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. 8, OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. I-D-2 Agreement No. 6288 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 five (5) years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The City Lifan Xu City Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2368 The Contractor Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. I-D-3 Agreement No. 6288 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. IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. I-D-4 Agreement No. 6288 CITY OF EL SEGUNDO Scott Mitnick City Manager ATTEST: Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney David H. King, Assistant City Attorney Insurance Reviewed by: Taxpayer ID No. Contractor State License No.: Contractor City Business License No.: I-D-5 Agreement No. 6288 FAITHFUL PERFORMANCE BOND CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 Bond No. Bond Fee: ("PRINCIPAL") and a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 21-08, and the public works contract executed with such Specifications. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 21-08, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or I-E-1 Agreement No. 6288 materials on the Public Project for a period of one (1) year following the Public Project's 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 21-08 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. 6288 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY 20 SURETY's PRESIDENT SURETY's SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job.. I-E-3 Agreement No. 6288 LABOR AND MATERIALS BOND CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 Bond No. Bond Fee: ("PRINCIPAL") and corporation as principal a incorporated under the laws of the State of „_m,.,,..... 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 bored is conditioned upon and guarantees payment, by PRINCIPAL to contractors, subcontractors, and persons renting equipment; payunent by PRINCIPAL and all PRINCIPAL'S subcontractors for all niater ials, provisions, provender, or other- supplies, and equipment used in, upon, for or about the performance of the work contemplated in CITY HALL ADA PUBLIC BES"I"ROOMS IMPROVEMENT PROJECT, SPECIFICATIONS NO. PW 21-08 ("Public Project"), the public works contract executed for such Public Project, and for all work or laborof any kind per formed for the. Public Project. In the cause of any default in, the performance of the URETY applytions and the bond orations of porMtionsthe of,, to the ng, it usat agreed f satisfaction ofPRINCIPAL damages, reclamation, luse, assessments„ penalties, or deficiencies arising by reason of such default. BOND CONDITIONS I. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 21-08, and the public works contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles, which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. 3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor I-F- I Agreement No. 6288 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 21-08, 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. 6288 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY PRINCIPAL'S MAILING ADDRESS: 911 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. 6288 SECTION 11 - GENERAL REQUIREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS L R EIS ITRATION 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 ANDCITYBUSINESSLICENSE Contractor and Sub -Contractors will obtain appropriate insurance and a City Business License before execution of the construction contract. 3 I:MERQiI,,NCB" INFORMATION The names, addresses and telephone numbers of the CONTRACTOR and subcontractors, or their representatives, will be filed with the City Engineer and the City Police Department BEFORE PERFORMING WORK. 4. FURNISIII G OF WATER Water necessary for the prosecution of the work as herein specified will be furnished by the City in the following manner: The CONTRACTOR will deposit with the City Water/Wastewater Division the sum of One Thousand Four Hundred Forty -Four Dollars ($1,444.00) to insure against damage to a 2'/2" Fire Hydrant water meter which will be furnished and installed by the City at a point convenient to the site of the work. This deposit will be refunded to the CONTRACTOR upon completion of the Project if, after removal and inspection of said meter by the City, it is found to be in satisfactory condition. In event of damage to this meter while under the jurisdiction of the CONTRACTOR, all or any part of said deposit may be retained by the City. A non-refundable Activation Fee of One Hundred Ten Dollars ($110.00) will be charged upon activation of the temporary meter. AFETY & IIEALTH ADM INIST A"I`10N 5. CALIFORNIA -OCCUPATIONAL S..�. All work performed under this contract will be done in strict compliance with the Cal -OSHA Rules and Regulations, latest edition. II-A-1 Agreement No. 6288 6. SOUND C .NTROL 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. T AIR POLLUTIONIT 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. i,?�ORKElUNIFORMS 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. 11-A-2 Agreement No. 6288 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARD SPECIFICATIONS 0-1 GENERAL Except as modified by these Standard Specifications, the provisions of the latest edition of the "Standard Specifications for Public Works Construction and its supplements prepared and promulgated by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. 0-2 NUMBERING OF SECTIONS The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greenbook numbering. 0-3 MODIFICATIONS To the extent that the provisions of the Contract Documents conflict with the Greenbook, the Contract Documents take precedence. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook, 1-2.1 ADDITIONAL DEFINITIONS Acceptance — The date on which the City Council accepts the Work as complete. Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors employed by the City. Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a duly authorized representative. City Council - The body constituting the awarding authority of the City. Compensable Delay -- a delay entitling the Contractor to an adjustment of the Contract Sum and an adjustment of the Contract Time in accordance with this Agreement. II-B-1 Agreement No. 6288 Due Notice - A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) before the commencement of the contemplated action. Notification may be from Engineer to Contractor or from Contractor to Engineer. Engineer - The City Engineer, or designee, as defined in the Greenbook. Unless otherwise provided, all correspondence and decisions made relative to the contract will be by the City Engineer or his designated representative. Greenbook — The most recent edition of the Standard Specifications for Public Works Construction. PCC — California Public Contract Code. Prompt - The briefest interval of time required for a considered reply, including time required for approval of a governing body. Public Works Director — The City's Public Works Director, or designee. ❑ (Check if applicable) State Standard Specifications - State of California Standard Specifications, dated July 1992, Business and Transportation Agency, Department of Transportation Working Days - A working day is defined as any day, except Saturdays, Sundays, legal holidays and days when work is suspended by the Engineer, as provided in Subsection 6-3 and days determined to be non -working in accordance with Subsection 6-7, "Time of Completion." 1-3 ABBREVIATIONS The following Subsection is added to Subsection 1-3 of the Greenbook. 1-3.1 The following abbreviations are added to Subsection 1-3 of the Greenbook: AAN American Association of Nurserymen AGC Associated General Contractors of America AISC American Institute of Steel Construction APWA American Public Works Association ASME American Society of Mechanical Engineers IEEE Institute of Electric and Electronic Engineers NEC National Electric Code Green Book The most current edition of the Standard Specification for Public Works Construction, and subsequent supplements prepared by Southern California Chapters of AGC and APWA WATCH Work Area Traffic Control Handbook SPPWC Standard Plans for Public Works Construction by the American Public II-B-2 Agreement No. 6288 Works Association current edition and subsequent supplements ASA American Standard Association CITY City of El Segundo SSP State of California Standard Plans, current edition SSS State of California Standard Specifications, current edition SECTION 2 — SCOPE AND CONTROL OF WORK The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACCESST PROJE( .F S1TE 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. F CONTRACT DOCUMENTS. 2-1.2 OWNLI�m11P AND USE . The Contract Documents and all copies furnished to or provided by the Contractor are the City's property and may not be used on other work. 2-3 SUBCONTRACTS Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with the following subsection. 2-3.1 GENERAL Except as provided in PCC § § 4100 et. seq., each bidder will file with its bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor's total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid. In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself. The Contractor must have the City Council's written consent to substitute a subcontractor other than that designated in the original bid, to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the II-B-3 Agreement No. 6288 original subcontractor. Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City Council setting forth the facts constituting the emergency or necessity. Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor's control over the Work, cancel the contract, or assess the Contractor a penalty of not more than ten percent of the subcontract involved. All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor. When subcontracted work is not being prosecuted in a satisfactory manner, the Contractor will be notified to take corrective action. The Engineer may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Engineer, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work. If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2-3.2 ADDITIONAL R SPO Sl lUTY 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 (,'ONTl�A ,`,T BONDS The following paragraph is added to Subsection 1-7.2 of the Greenbook. The Faithful Performance Bond and the Labor and Materials Bond must be paid up and lI-B-4 Agreement No. 6288 in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by Subsection 6-8.1. 2-5 PLANS AND SPECIFICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. 2-5.1 GENERAL The Contractor will maintain the following at the Work site: 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. 3. Shop Drawings, Product Data, and Samples. 4. Approved permits from other agencies, including Cal -OSHA permits for trench shoring. All other required submittals. The Plans, Specifications, and other Contract Documents will govern the Work. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, will be as though shown or mentioned in both. Payment for any items on the plans for which there are no specific bid item will be included in the various items of work or in any item to which it is appurtenant. If the Contractor performs any work which it knows or should know involves an error, inconsistency, or omission without notifying and obtaining written consent from the Engineer, the Contractor will be responsible for the resulting losses, including, without limitation, the costs of correcting defective work. 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS The following paragraph is added to subsection 2-5.2 of the Greenbook: As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions, and plans to a large scale will be II-B-5 Agreement No. 6288 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 the specifications will be of like effect as if shown or mentioned in both. 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS Although it is believed that much of the information pertaining to conditions and existing utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy of such information. The Contractor will carefully study and compare each of the Contract Documents with the others and with information furnished by the City and will promptly report in writing to the Engineer any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor. The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work. Errors, inconsistencies, or omissions discovered at any time will be promptly reported in writing to the Engineer. 2-8 RIGHT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities have been left in a condition satisfactory to the owner(s) of said work areas or facilities before acceptance of the work. 2-9 SURVEYING Subsection 2-9.3, Survey Service, is deleted in its entirety and replaced by the following subsection: 2-9.3 SURVEY SERVICE 2-9.3.1 CONSTRUCTION SURVEYING The Contractor will provide for all construction surveying required to layout, monitor II-B-6 Agreement No. 6288 and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Engineer. It is the responsibility of the Contractor to protect the survey control as shown on the plans. If the survey control is destroyed or disturbed during construction, the Contractor will provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Engineer. Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations, survey notes, and other data (electronic format may be required) will be furnished to the Engineer before beginning work that requires their use. 2-9.3.2 MEASUREMENT AND PAYMENT Construction Survey — Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore. 3-3.2.2 BASIS FOR ESTAB .ISI-IIN .i 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 I1-B-7 Agreement No. 6288 or other method, may be used to calculate daily damages for office overhead, profit, or other purported loss. (b) Work by Subcontractors. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) will be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. (c) In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Bid Form or Contractor's actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 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 Agreement No. 6288 3. Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class I, II, or III disposal site in accordance with applicable law. The Engineer will promptly investigate conditions that appear to be changed conditions. The Engineer's decision, and any dispute regarding that decision, will be made in accordance with Section 6-11 except that the Engineer will render a decision promptly. Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions: 1. The information is made available for the Bidders' convenience and is not a part of the Contract. 2. The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy. 3. Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City. 3-5 DISPUT°ED 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 INSPE TION l L V.I.REf'' N"1-S Subsection 4-1.3, Inspection Requirements, is deleted in its entirety and replaced by the following subsections. 4-1.3.1 GENERAL Unless otherwise specified, inspection at the source of production for such materials and fabricated items as bituminous paving mixtures, structural concrete, fabricated metal 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 II-B-9 Agreement No. 6288 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 and water pipe; subject to sampling and testing by City. Standard items of equipment, such as electric motors, conveyors, plumbing fittings and fixtures, lumber, plywood, and so on, are subject to inspection at the job site. All other equipment items will be inspected and tested in accordance with the contract documents. The City does not provide full time inspection. The Contractor will provide 24-hour minimum notice for each inspection required by the work unless other arrangements have been agreed upon, in writing, with the City Engineer. Any inspection required outside of normal working hours and days, including holidays, will be at the Contractor's cost at rates established by the City. 4-1.3.2INSPECTION OF MATERIALS NOT PRODUCED LOCALLY Contractor purchased materials, fabricated items, and equipment, produced at sources located more than 50 miles outside the corporate limits of the City, and which are specified to be inspected in the Contract Documents, will be inspected by inspectors or testing laboratories arranged for and paid for by City. Report of such inspection must be submitted to the City. If any item inspected fails to meet the specified criteria, the Contractor will pay all costs for reinspection, and such costs may be deducted from payments due to the Contractor. 4-1.6 TRADE NAMES OR EQUALS Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words "or equal". For the City's consideration of a proposed "equal" item, the Bidder will submit, a minimum of ten (10) calendar days before the date of the bid opening, documentation of the particulars of the proposed "equal item". At a minimum, the submitted documentation will include: • Written request with explanation of why the product should be considered as an equal product. • Material specifications. Technical specifications. ■ Test data. Samples. Comparison chart of key specifications of the "equal" item against similar specifications of the specified item. II-B-10 Agreement No. 6288 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 �efor-, the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City's rejection of the proposed "equal" product without further consideration. 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORRECT �IMmC LOCATION OF.... TU 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 UTILITY REMOVAL OR RELOCATION The City will be responsible to arrange for the removal, repair, or relocation of existing utilities located within the project limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City will have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation. 5-5 DELAYS The following paragraphs are added to Subsection 5-5 of the Greenbook. Actual loss, as used in this Subsection, will be understood to include no items of expense other than idle time of equipment and necessary payments for idle time of workers, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment and idle time of workers will be determined by Subsection 5-5.1 and no markup will be added in either case for overhead and profit. The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work. The following subsection is added to Subsection 5-5 of the Greenbook. II-B-11 Agreement No. 6288 5-5.1 CALCULATING ING IDLE TI Equipment idle time will calculated in accordance with Subsection 3-3.2.2(c) and based upon the actual normal working time during which the delay condition exists, but in no case will exceed 8 hours in any one day. The days for which compensation will be paid will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the existence of the delay. Worker idle time will be calculated in accordance with Subsection 3-3.2.2(a). 6-1 SONS"IRU L N S "1-t1 )Lil. L A D C MM NC.NI l TITOF WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. )'iw.- oPstructiQj Mceti I ,: 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 CONTRA(wT S "'HEDU 1 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 CONTRACTSCHEDULE Contract Schedule, and any updated Contract Schedule, will meet the following requirements: 1. Schedules must be suitable for monitoring progress of the Work. 2. Schedules must provide necessary data about the time for the Engineer's decisions. 3. Schedules must be sufficiently detailed to demonstrate adequate planning for the Work. 4. Schedules must represent a practical plan to complete the Work within the Contract Time. 5. Schedules must show the critical path method for completing the Work. The Engineer's review of the form and general content of the Contract Schedule and any updated Contract Schedules is only for the purpose of determining if the listed requirements are satisfied, nothing more. II-B-12 Agreement No. 6288 6-1.3 EFFECT OF CONTRACT SCHEDULE The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time. Extension of any schedule beyond the Contract Time will not be acceptable. Schedules showing the Work completed in less than the Contract may be acceptable if judged by the Engineer to be practical. Acceptance of such a schedule by the Engineer will not change the Contract Time. The Contract Time, not the Contract Schedule, will control in determining liquidated damages payable by the Contractor and in determining any delay. If a schedule showing the Work completed in less than the Contract Time is accepted, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time. The Contractor will plan, develop, supervise, control, and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress of the Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules, and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Engineer in developing the Contract Schedule and updated Contract Schedules. The Engineer's review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, perform, and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Engineer or the City nor imply their agreement with (1) any assumption upon which such schedule is based or (2) any matter underlying or contained in such schedule. The Engineer's failure to discover errors or omissions in schedules that have been reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum. The Contractor will perform the Work in accordance with the currently accepted Contract Schedule. 6-1.4 COMMENCEMENT OF CONTRACT TIME II-B-13 Agreement No. 6288 The Contract Time will commence when the City issues a Notice to Proceed. The Work will start on the date specified in the Notice to Proceed and within a maximum of fifteen (15) days after the date of the Notice to Proceed, and be diligently prosecuted to completion with the time provided in the Specifications. 6-4 DEFAULT BY CONTRACTOR The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. 6-4.1 GENERAL Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract Schedule) which will ensure the City's interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-4.2 TERMINATION F CONTRACTOR'SCONTROL OVER THE WORK The City may terminate the Contractor's control over the Work without liability for damages when, in the City's opinion, the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the City's consent. Should such termination occur, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the work completed and in place at the time of termination, less damages caused to the City by the Contractor's action or inaction. In the event of such termination of control, the City may do any one, or combination of, the following: 1. Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor; 2. The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor; 3. The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor. Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law. II-B-14 Agreement No. 6288 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 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 EXTENSIONS OF I"l I:. Subsections 6-6.1 to 6-6.4 are deleted and replaced with the following subsections. 6-6.1 GENERAL If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as otherwise provided herein. Excusable delay may include: war, earthquakes exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the contemplation of the parties, strikes outside the contemplation of the parties, fires, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications. Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will not warrant an extension of time. The City will not grant an extension of time for a delay by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and accepted construction schedule. Should delays be caused by events other than those included herein, the Engineer may, II-B-15 Agreement No. 6288 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. 6-6.3 PAYMENT FOR, DELAYS -0 CQN RA TOE 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 wwAND _WORKING HOURS City Hall is open from Monday thru Thursday lam -6pm. It is closed every other Friday and the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veterans' Day Thanksgiving Christmas Eve II-B-16 Agreement No. 6288 Christmas New Year's Eve On workdays, Contractor's activities will be confined to the hours between 7:00 a.m. and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work restrictions. 6-7.4 NIGHT WORK The following paragraph is added to Section 6-7 of the Greenbook: The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following day unless specifically provided for in the bid documents or unless the Contractor receives prior written approval. 6-7.5 WEEKEND AND 1-COLIDAY 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 II-B-17 Agreement No. 6288 final acceptance of the work unless a longer period is specified. The owner will give notice of observed defects with reasonable promptness. 6-9 LIQUIDATED DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 FAILURE TO COMPI-ETE WORK ON TIME If all the work called for under the contract is not completed before or upon the expiration of the Contract Time, the City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain 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-, P FOCI DtJRE1 6-11.1 GENERAL Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error, or omission by the City, the Engineer, their agents or employees. "Claim" does not mean, and the Claims procedures herein do not apply, to the following: 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 II-B-18 Agreement No. 6288 the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. 6-11.2 FORM A Claim must include the following: A statement that it is a Claim and a request for a decision, 2. A detailed description of the act, error, omission, unforeseen condition, event or other condition giving rise to the Claim. 1 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 II-B-19 Agreement No. 6288 demonstrating the Contractor's entitlement to a time extension. 7. If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor's entitlement to such an adjustment. 8. A personal certification from the Contractor that reads as follows: "I, �„ BEING THE _ww I (MUST BE AN OFFICER) OF (CONTRACTOR NAME), DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY REVIEWED THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE AMOUNT REQUESTED ACCURATELY REFLECTS THE CONTRACT ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650, ET SEQ., PERTAINING TO FALSE CLAIMS, AND FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE LEGAL CONSEQUENCES." 6-11.3 CLAIMS SUBmn"r1,--,'D TO ENGINEER Within 30 days after the circumstances giving rise to a Claim occur, the Contractor will submit its Claim to the Engineer for a decision. Regardless of any Claim submittal, or any dispute regarding a Claim, unless otherwise directed by the Engineer, the Contractor will not cause any delay, cessation, or termination of the Work, but will diligently proceed with the performing the Work in accordance with the Contract Documents. Except as otherwise provided, the City will continue to make payments in accordance with the Contract Documents. 6-11.4 CL l-1 . PREREQUISITE TO OTHER REMEDY The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor's right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law. II-B-20 Agreement No. 6288 6-11.5 DECISION ON CLAIMS The Engineer will promptly review Claims submitted by the Contractor in accordance with these Specifications. Should the Engineer require additional supporting evidence to evaluate the claim, the Engineer will request such additional information in writing. Any such requested data will be furnished not later than 10 days after the Contractor receives the Engineer's request. The Engineer will render a decision not later than 60 days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Engineer fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Engineer's decision will be final and binding unless appealed in accordance with these Specifications. The Engineer's decision on a Claim will include a statement substantially as follows: "This is a decision pursuant to the General Specifications of your contract. If you are dissatisfied with the decision, and have complied with the procedural requirements for asserting claims, you may have the right to alternative dispute resolution or litigation. Should you fail to take appropriate action within 30 days of the date of this decision, the decision will be come final and binding and not subject to further appeal." 6-11.6 APPEAL OF ENGINEER'S DECISION Should the Contractor dispute the Engineer's decision, then the Contractor must appeal that decision to the City's Public Works Director within 30 days of receiving the Engineer's decision. The Public Works Director will address disputes or claims within 30 calendar days after receiving such request and all necessary supporting data. The Public Works Director's decision on the dispute or claim will be the City's final decision. If the Contractor disputes the Public Works Director's decision, then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within 30 days of the City's final decision. 6-11.7 MEDIATION If the City and the Contractor agree, disputes between the parties may be submitted to non -binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association ("AAA") under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties. The parties may, but are not required to be, represented by counsel in mediation. II-B-21 Agreement No. 6288 The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City's right to assert that claim procedures were not followed. 6-11.8 ARBITRATION If the City and Contractor do not agree to mediation, then a disputes will be submitted to neutral non -binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8. The exclusive venue for any arbitration will be in Los Angeles County. The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit. 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within 30 days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision, or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party's attorney's fees and court costs. 6-11.10 APPEAL TO SUPERIOR COURTWA:f' l�R OF JURY J'RIA.L Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure ("CCP") § § 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party. BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES. II-B-22 Agreement No. 6288 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: (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 WAfa1-S 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 I1-B-23 Agreement No. 6288 through apprenticeship training on an annual basis state-wide or locally, or d) When the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and any subcontractor will comply with Labor Code § § 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 7-2.4 RECORD OF WAGES PAID: INSPECTION Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by the City, the Contractor will provide copies of the records at its cost. 7-3 IJABILITY 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 ISO FORM COMBINE OCCURRENCE D SINGLE LIMIT Comprehensive General Liability CL 00 02 01 85 or 88 $2,000,000 II-B-24 Agreement No. 6288 Business Auto CA 00 0101 87 $1,000,000 Workers' Compensation Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. Combined single limit per occurrence will include coverage for bodily injury, personal injury, and property damage for each accident. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the policy will be endorsed such that the general aggregate limit will apply separately to this contract and a copy of the endorsement provided to the City. Liability policies will contain, or be endorsed to contain the following provisions: 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: II-B-25 Agreement No. 6288 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: 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 1185, or equivalent. Certificate/endorsement for Workers Compensation Insurance will be furnished on State Comp Fund or other industry standard form. Except for worker's compensation insurance, all insurance required herein will be placed with insurers with a Best's Rating of not less than A:VII. Worker's compensation insurance policies will meet the requirements of California law. All subcontractors employed on the work referred to in this contract will meet the insurance requirements set forth for Contractor. Contractor will furnish certificates of insurance and endorsements for each subcontractor at least five days before the subcontractor entering the job site, or Contractor will furnish City an endorsement including all subcontractors as insureds under its policies. Except as provided in Subsection 6-10, the Contractor will save, keep and hold harmless the City, its officers, officials, employees, agents and volunteers from all damages, costs or expenses in law or equity that may at any time arise or be claimed because of damages to property, or personal injury received by reason of or in the course of performing work, which may be caused by any willful or negligent act or omission by the Contractor or any of the Contractor's employees, or any subcontractor. The City will not be liable for any accident, loss or damage to the work before its completion and acceptance, except as provided in Subsection 6-10. II-B-26 Agreement No. 6288 The cost of such insurance will be included in the various items of work in the Contractor's bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed. In the event that any required insurance is reduced in coverage, cancelled for any reason, voided or suspended, Contractor agrees that City may arrange for insurance coverage as specified, and Contractor further agrees that administrative and premium costs may be deducted from payments due to the Contractor. Contractor will not be allowed to work until alternate coverage is arranged. Coverage will not extend to any indemnity coverage for the active negligence of the additional insured if the agreement to indemnify the additional insured would be invalid under Civil Code § 2782(b). 7-3.2 INDEMNIFICATIONAND DEFENSE In addition to the provisions of Subsection 7-3 of the Greenbook as between the City and Contractor, Contractor will take and assume all responsibility for the work as stated herein or shown on the plans. The Contractor will bear all losses and damages directly or indirectly resulting to it, to the City, its officers, employees, and agents, or to others on account of the performance or character of the work, unforeseen difficulties, accidents, traffic control, job site maintenance, or any other causes whatsoever. The Contractor will assume the defense of and indemnify and save harmless the City of El Segundo, its officers, employees, and agents, from and against any and all claims, losses, damage, expenses and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in this Subsection 7-3.2 or in Subsection 7-3 of the Standard Specifications will require defense or indemnification for death, bodily injury, injury to property, or any other loss, damage or expense arising from the sole negligence or willful misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for defects in design furnished by such persons. Moreover, nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose on the Contractor, or to relieve the City from, liability for active negligence of the City. The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies described in Subsection 7-3 of the Special Provisions. This hold harmless agreement by the II-B-27 Agreement No. 6288 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. 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 the permit required by the City Building Safety Division. This permit will cost $8650.80. The Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations. All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor. These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed. 7-8.1 CLEANUP AND DUST CONTROL Subsection 7-8.1, Cleanup and Dust Control, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-8.1.1 GENERAL On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up type street sweeper a minimum of once daily. 7-8.1.2 WATERING Water for the laying of dust caused by Contractor's operations or the passage of traffic through the work will be applied as necessary or as directed by the Engineer. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant upon placing a $300 meter deposit and the payment of a $50 service fee, the Engineer will cause a meter to be installed. All water used from the hydrant will be metered and charged to the Contractor at the prevailing rate plus the current daily meter rental rate. The Contractor will be charged a $15 reconnect fee if the Contractor wishes to move the meter to a different hydrant. Costs of water to be used will be included in the cost of various bid items. II-B-28 Agreement No. 6288 7-8.6 WATERPOLLUTIONCONTROL This section is supplemented by the addition of the following requirements which establish storm water and urban runoff pollution prevention controls. (a) Storm or construction generated water containing sediment such as, construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system. (b) Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms will be utilized to trap sediment so that only filtered water enters the City's storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the CONTRACTOR. (c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub - grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted. (d) Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City. (e) Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties. (f) No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. (h) All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor's failure to implement water pollution control measures will be charged to the Contractor. 7-9 PROTI".OTION AND RESTORATION OF EXISTING IMPRQVI" MENTS Section 7-9 is supplemented by the following additional requirements: Where existing traffic striping, pavement markings, and curb markings are damaged or II-B-29 Agreement No. 6288 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 I JBlm lC CONVENIENCE AND SAFETY Section 7-10 is supplemented by the following additional requirements: Unless otherwise specified all traffic control will be performed in accordance with the Work Area Traffic Control Handbook (WATCH) Latest Edition, published by Building News, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474-7771. 7-10.1 TRAFFIC AND ACCESS The Contractor will notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one (1) twelve (12) foot wide traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The traffic lanes will be maintained on pavement, and will remain unobstructed. All work requiring that a lane be closed or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards. Clearances from traffic lanes will be five feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction. One four (4) foot wide paved pedestrian walkway will be maintained in the parkway area on each side of all streets. The clearance from the pedestrian walkway to any traffic lane will be five (5) feet. Pedestrians and vehicles will be protected from all excavations, material storage, and/or obstructions by the placement of an adequate number of lighted barricades (minimum two (2)) at each location, one (1) at each end of the obstruction or excavation), which will have flashing lights during darkness. Barricades will be Type I or Type II per Section 7-3 and lights will be Type A per Section 7-6 of the "Work Area Traffic Control Handbook" (WATCH). 7-10.2 STREET CLOSjLjg S, DETOLT B RRIC ml _k: Street closures will not be allowed except as specifically permitted by the Engineer. The Contractor will prepare any traffic control or detour plans that may be required as II-B-30 Agreement No. 6288 directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30) to one (1). Temporary traffic channelization will be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain. Where access to driveway or street crossings need to be maintained, minimum 1 1/4 inch thick steel plating will be used to bridge the trench. All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Engineer. 7-10.5 PROTECTION OF THE PUBLIC It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action will be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety. II-B-31 Agreement No. 6288 7-15 IIAZAR 7OUS MATERIAL The following Subsection will be added to Section 7 of the Greenbook: For any excavation, which extends more than four feet below existing grade, the Contractor will promptly, and before the conditions are disturbed, notify the Engineer, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. After receiving notice from the Contractor, the Engineer will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook. If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor's cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMP SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean up of site. 11-B-32 Agreement No. 6288 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 FINALm 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 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. 11-B-3 3 Agreement No. 6288 At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay such surety to the Contractor upon satisfactory completion of the contract. Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, that any such election will be at the Contractor's own expense and will include costs incurred by the City to accommodate the Contractor's request. Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract Schedule in the form prescribed by these Contract Documents. Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment, without liability to the City, until such an acceptable updated Contract Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work. A City Council resolution established a Project Payment Account, encumbered money in the current budget, and assigned that money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if for any reason this fund is not sufficient to pay Contractor, Contractor will not be entitled to payment. The availability of money in this fund, and City's ability to draw from this fund, are conditions precedent to City's obligation to make payments to Contractor. 9-3.3 P1E.LLVLRET l"' lATENAL ,. Materials and equipment delivered or stored, but not incorporated into the work, will not be approved for progress payments. 100-1 TERMINATION OF AGENCY LIABILITY Before receiving final payment, the Contractor will execute a Release on Contract" form which will operate as, and will be a release to the City, the City Council, and each member of the City Council and their agencies, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided in Subsections 9-3 of the Standard Specifications and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims. - END OF SECTION - II-B-34 Agreement No. 6288 SECTION III — SPECIAL PROVISIONS __ FOR C-l"�^ll�l...l: l [O..., AND L CA,r[ON OF "��4" ARK 1-0. �l_L SO,:1 . [*1M1 _. 1-1. GeneralwW wco )e o f,, wor1(: The work to be done consists of furnishing all labor, materials, tools, equipment and incidentals for the City Hall Americans with Disabilities Act (ADA) Public Restrooms Improvement Project and related work as specified on the bid schedule, included in these Special Provisions, shown on the project plans, and as specified in Appendix 4 by the Gale Jordan Asbestos -Containing and Lead -Containing Materials report. The work shall occur in two phases, with the Council Chambers lobby restrooms' construction occurring and being completed by the Contractor, and signed off by the Building Safety Inspector entirely in Phase 1. The east lobby restrooms' construction will occur, be completed, and signed off by the Building Safety Inspector in Phase 2. Contractor shall implement pedestrian traffic control to direct employees and the general public away from the project sites before and during construction. All work shall conform to all applicable State, local, regional and Federal building codes, ADA standards, ordinances, and regulations as prescribed by the City. HUD -required signage shall be posted at each project location during construction. 1-2. Location ofthe Work: City Hall Council Chambers and east lobby restrooms at 350 Main Street in El Segundo, CA 90245. 1-3. Workin Da s and Time for CO11J0l60n: Contractor will begin work on the mutually agreed -upon City of El Segundo's Notice to Proceed date. The work shall be completed in two phases, with Phase 1 work at the Council Chambers lobby restrooms. Phase 1 work shall be entirely complete and signed off by the Building Inspector prior to beginning work on Phase 2 at the Main (East) lobby restrooms. The work shall be completed within one hundred fifty-five (155) working days after the date of commencement. 2. Work hours shall be 7:00 am to 5:00 pm on weekdays. No work shall occur on holidays when City Hall is closed per Section II-6-7.2. 3. The last two weeks of December is a moratorium period, from December 20, 2021, 7:00 am to January 3, 2022, 7:00 am, during which no construction work shall occur on the restrooms without prior City approval. III-A-1 Agreement No. 6288 1-4. 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 1. Start of work, Floriza Rivera, Public Works Staff shutdown of work, Building Safety Inspection Line or resumption of Jorge Prado, Gov. Buildings Supervisor work after shutdown Ron Fajardo, General Services Manager Lifan Xu, City Engineer Elias Sassoon, Director of Public Works 2. Closing of streets El Segundo Police Department** El Segundo Fire Department** 3. Street striping Street Maintenance Division 3. Water/Sewer/ Anthony Esparza / Ron Campbell / Ron Fajardo Storm Drain TELEPHONE 310-524-2361 310-524-2379 310-524-2713 310-524-2715 310-524-2368 310-524-2356 310-524-2200 310-524-2236 310-524-2709 310-524-2742 * * The CONTRACTOR will notify the Engineering Division before notifying these offices. The following information is provided for CONTRACTOR'S use to notify agencies if their facilities are affected by CONTRACTOR'S work: 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 310-524-2754 4. City of El Segundo — Parks Division 310-524-2881 5. City of El Segundo — Recreation Division 310-524-2707 6. Southern California Gas Company 310-671-9002 7. Southern California Edison Company (SCE) 310-417-3366 8. AT&T 310-515-4430 9. Time Warner Communication (Cable) 310-768-0400 Extension 414 10. Los Angeles County Sanitation District 310-699-7411 11. El Segundo Unified School District 310-615-2650 JAMES RICE for City Hall concurrent construction in other areas 310-524-2316 III-A-2 Agreement No. 6288 1-5. MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: 1. Obtaining all required permits including Building Permit. The C0081-21 Building Permit will cost $8,650.80. 2. Coordinating with City staff for staging areas within the building or on public right-of-way 3. Moving on to the site of all Contractor's equipment required for operations 4. Installing and removing all temporary facilities required for operations 5. Posting all OSHA required notices 6. Posting required HUD signage at the construction site (see Section 111-1-13.3). 7. Submittal of Construction Schedule, Contractor Contact List, Notice to Employees and Residents for City approval 8. Notification of employees and the general public as necessary 9. Utility coordination 10. Re -notification of all affected parties for all construction schedule changes 11. Recycling and required Construction and Demolition forms submittal 12. Participate in and provide updated 2-week look -ahead schedules for weekly project field meetings 13. Traffic control as required per W.A.T.C.H. manual and CA MUTCD 14. Preparation and cleaning of work area as necessary to implement repairs 15. Coordinating with Underground Service Alert (USA) or Dig Alert to mark underground utilities before any excavation 16. NPDES permit compliance 17. Furnishing temporary water services to maintain water service to consumers at all times. 18. Taping off construction areas and using plastic sheeting to minimize debris and dust 19. Ramping for areas where construction has caused significant elevation differences in walking/driving surfaces 20. Steel plating and asphalt ramping for excavated trenches and areas if required 21. Restoration, to existing standard conditions or better, of private and public property damaged by construction 22. Removal of all USA markings after new improvements are installed. 23. Demobilization 1-6. ACCESS TO DRIVEWAYS Access to driveways shall be maintained at all times for residents and businesses during non -working hours of 4:00 p.m. through 7:00 a.m. weekdays and 24-hours a day on weekends and holidays. 1-7. METER BOXES; PULL BOXES The CONTRACTOR shall make adjustments to meter boxes and electrical pull boxes (within the work limits) as required for construction. The cost of this work shall be Agreement No. 6288 included in the other items of work. 1-8. PROTECTION OF EXISTING IMPROVEMENTS Existing public and/or private improvements, adjacent property, utility and other facilities, trees, fences, sprinkler systems, plants, City benchmarks and centerline ties that are not to be removed, shall be protected from injury or damage as provided for in Sub -section of Part 1 of SSPWC "Greenbook" Standard Specifications. Any pavement, curb, gutter, landscaping or sidewalk removed beyond the limits established by the Engineer shall be reconstructed by the CONTRACTOR to equal or better pre -construction condition at his own expense and no additional compensation will be allowed. 1-9. DISPOSAL OF REMOVALS All removed materials shall become the property of the CONTRACTOR and shall be legally disposed away from the site of work. Note: There are no authorized dump facilities within the City of El Segundo. 1-10. WASHING OF CONCRETE MIXERS Concrete mixers, if used, shall not be washed out on public right-of-ways, alleys, streets, or parking lots. Also, refer to Section 7-8.6 Water Pollution Control (II-B-28 and 29) for additional requirements. 1-11. REPAIRS, REPLACEMENTS AND CLEANUP The CONTRACTOR shall repair at his/her own expense any damage to City property or of any private property caused by him/her in the performance of the work. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Upon completion of the work and before final inspection for a phase, the entire worksite for that phase shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory and neat appearance. Work will not be approved until proper cleanup is accomplished. All cleanup costs shall be absorbed in the CONTRACTOR'S bid. 1-12. PUBLIC NOTIFICATION Due to the nature of this project involving some inconvenience to employees, residents, and the public, a good public relations program is mandatory and evidence of satisfactory past performance in this area will be required. The City will require the CONTRACTOR to post signboards at active entrances to City Hall or within City Hall itself directing the public away from construction and toward public restroom facilities that can be used instead. Signboard messages must be approved by the City prior to posting and must include the date range for construction to occur. The postings shall be occur ten (10) calendar days prior to the start of any phase of work. HUD -required separate signboards will still be needed per these specifications. III-A-4 Agreement No. 6288 1-13. TRAFFIC CONTROL, PUBLIC SAFETY AND CONVENIENCE 1. TRAFFIC CONTROL Pedestrian and motorist traffic control, construction signage and traffic maintenance shall comply with the provisions of Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications and the current requirements set forth in the California Manual on Uniform Traffic Control Devices published by the Department of Transportation, State of California, the CONTRACTOR'S Traffic Control Plans and these Special Provisions. 2. PUBLIC CONVENIENCE At the pre -construction meeting, the CONTRACTOR shall submit a construction schedule to the City for approval. Based on the construction schedule, the CONTRACTOR will notify employees and the general public of the proposed work (as discussed in Section 1-13 above) and post temporary "NO PARKING" signs at no cost to the City. Signs shall be posted at all intersections a maximum of 200 feet between signs. Signs may be attached to existing poles or street light standards. When necessary, the CONTRACTOR shall furnish the posts. Signs shall be posted at least seventy-two (72) hours prior to any construction in the area. Signs shall show specific dates and time of parking restrictions. (See Appendix for City of El Segundo Standard Drawing No. ST-18 "Typical Temporary No Parking Sign".) The dates and times on the signs shall be site specific and shall cover the minimum time required for "NO PARKING" to facilitate construction. Generic long term "NO PARKING" time designations are not acceptable. Parking shall not be restricted during any period when construction activity is not scheduled at the particular site. On streets where parking is being temporarily prohibited on one side due to construction and where the other side of the street has permanent "NO PARKING ANYTIME" signs, the CONTRACTOR shall contact the City Police Department and Public Works Department Street Division and obtain approval to bag these "NO PARKING ANYTIME" signs until construction has been completed for the subject block. ONCE A SECTION OF STREET OR CITY HALL HAS BEEN POSTED, FAILURE OF THE CONTRACTOR TO MEET AND COMPLETE THE APPROVED DAILY SCHEDULE DUE TO CONDITIONS UNDER THE CONTRACTORS CONTROL, WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICAL AND EXTREMELY DIFFICULT TO DETERMINE. FOR FAILURE TO MEET AND COMPLETE THE SCHEDULE AFTER POSTING, THE CONTRACTOR SHALL PAY TO THE CITY, OR HAVE WITHELD FROM MONIES DUE, THE SUM OF $200 AS LIQUIDATED DAMAGES FOR EACH DAY OF ADDITIONAL POSTING REQUIRED TO COMPLETE THE PROPOSED WORK. III-A-5 Agreement No. 6288 REPOSTING AND NOTIFICATION WILL BE REQUIRED FOR EACH MISSED DAY. SAID POSTING AND NOTIFICATION WILL BE AT THE CONTRACTOR'S EXPENSE. The CONTRACTOR shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Sub- section 7-10 of the General Provisions. Should the CONTRACTOR appear to be neglectful or negligent in furnishing warning and protective devices, the City Engineer may direct attention to the existence of a hazard and the necessary warning and protective measures shall be furnished and installed immediately by the CONTRACTOR at his/her expense. Should the City point out the inadequacy of warning and protective measures, such action on the part of the City Engineer shall not relieve the CONTRACTOR from responsibility for public safety or abrogate his/her obligation to furnish and pay for these devices. If said devices will be placed or caused to be placed by the City Engineer, the cost of placing such devices shall be the sole responsibility of the CONTRACTOR and shall be paid for the rate of $50/hour for labor and vehicle use, $20/day per barricade and any other costs incurred by the City relative to traffic control. Said costs shall be deducted from the total contract price for the work. 3. CONSTRUCTION SIGNAGE Providing construction signage shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the California Manual on Uniform Traffic Control Devices. The traffic control system shall be installed on a road prior to starting work or staging on that road and shall not be removed until all work has been completed. A sign shall be posted at each construction site that includes the following message: This project has been funded in part by the U.S. Department of Housing and Urban Development through the Community Development Block Grant (CDBG) program. 4. TRAFFIC MAINTENANCE The CONTRACTOR shall be responsible for handling vehicular and pedestrian traffic in accordance with Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications of these Special Provisions. The CONTRACTOR shall cooperate with the Engineer relative to handling traffic through all work areas or during material deliveries. When two-way traffic is restricted to one (1) lane, traffic shall be controlled as required by the California Manual on Uniform Traffic Control Devices. A pilot car and driver will be required at various locations if control by flaggers proves deficient in the opinion of the Engineer. Innocase shall the CONTRACTOR r�p ovde Less than one 1 lanem of travel on all streets. III-A-6 Agreement No. 6288 CONTRACTOR'S equipment and personal vehicles of the CONTRACTOR'S employees shall not be parked on the traveled way at any time. Parking of construction equipment shall be confined to the approved storage site. The CONTRACTOR shall conduct all operations so as to provide reasonable access to the adjoining properties and have no greater length or quantity of street staging area that can be properly prosecuted with a minimum of inconvenience to the public. For each establishment, i.e. parking lots, business establishments and apartment buildings, the CONTRACTOR shall provide vehicular access to at least one (1) driveway. 1-14. CONSTRUCTION STAGING AREA The Contractor shall not store materials or equipment in the public right-of-way without prior written authorization from the Engineer. The Contractor shall store materials or equipment in an authorized area only. 1-15. USE OF PRIVATE PROPERTY The use of any private property by the CONTRACTOR is prohibited. The prohibited uses include, but are 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. 1-16. COOPERATION WITH CONCURRENT CONSTRUCTION AND OPERATIONS: The Contractor shall cooperate with other contractors and the City's personnel performing work in the vicinity, shall conduct its operations in a manner to prevent unnecessary delay or hindrance to their work, and shall coordinate its work with theirs to permit proper and timely completion of all projects in the area. 1-17. COORDINATION WITH AFFECTED BUSINESSES AND RESIDENTS The Contractor shall respond to any complaints received from the City or general public and contact the complainant within one (1) working day. The complaint shall be resolved within two (2) working days from the date on which it was received. The Contractor shall adjust its schedule to allow City operations to operate as regularly scheduled. 1-18. NPDES COMPLIANCE 1. Contractor shall thoroughly clean dust and debris resulting from his operations to comply with the "Clean Water Act." Sweeping, wet vacuuming, and/or other approved measures of removing such debris shall be taken during the removal and construction operations. No dust or debris shall be deposited or discharged into storm drain facilities. The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing shall be laid in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least eight (8) hours. III-A-7 Agreement No. 6288 Disposal of water shall be the sole responsibility of the Contractor. Disposal methods shall conform to the Porter -Cologne Water Quality Control Act of 1974, the Federal Water Pollution Control Act Amendments of 1972, and the California Administrative Code, Title 23, Chapter 3. Contractor shall not discharge or permit to be discharged to any street, channel, river, storm drain, or any appurtenances thereof, any non -rain water or other fluid substance from the project or from operations pertaining to the project site, without first securing a valid National Pollutant Discharge Elimination System (NPDES) permit unless the discharge is specifically listed as exempt or conditionally exempt in the most current list issued by the Regional Water Quality Control Board, Los Angeles Region. Contractor shall implement all necessary Best Management Practices (BMPs) to ensure that any conditionally exempt discharge meets all current requirements of the Regional Water Quality Control Board and City. 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. 2. Contractor shall reduce the discharge of pollutants in storm water runoff to the maximum extent practicable by the effective implementation of appropriate BMPs. The following are the minimum requirements: a. Sediments from areas disturbed by construction shall be retained on site and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities, or adjacent properties via runoff, vehicle tracking, or wind. b. Construction -related materials, wastes, spills, or residues shall be retained at the construction site to minimize transport from the work area to streets, drainage facilities or adjoining properties via vehicle tracking, runoff, or wind. c. Non-stormwater runoff from equipment and vehicle washing shall be contained at project sites. d. Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs, such as limiting grading scheduled during the wet season; inspecting graded areas during rain events; planting and maintenance of vegetation on slopes; and covering erosion susceptible slopes. 3. The selection, submittal, and adherence to BMPs are the responsibility of the Contractor. The selected BMPs must be submitted to and approved by City prior to performing any operation under this contract which will disturb or expose soil, including, but not limited to: excavation, grading, demolition, clearing and grubbing, pavement removal, etc. 4. Construction activity that results in soil disturbances of less than one acre is subject to the General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) if the construction activity is part of a larger common plan of development that encompasses one or more acres of soil disturbance or if there is significant water quality impairment resulting III-A-8 Agreement No. 6288 from the activity. If it is determined that the entire site consists of one acre or greater, the Contractor must file a Notice of Intent (NOI) with the State to comply with the terms of the General Permit, and must provide proof of a Waste Discharge Identification (WDID) Number to the City prior to the issuance of a grading permit. The preparation, submittal and adherence to all NOIs, Storm Water Pollution Prevention Plans (SWPPPs), Wet Weather Erosion Control Plans (WWECPs), and Contractor Self -Inspection Forms are the responsibility of Contractor. 5. The City may restrict the continuation of work if it is determined that the Contractor has not met all the NPDES requirements. 6. The cost of complying with these environmental requirements shall be considered included in the Contract bid price for other items of work unless the cost of compliance is listed as a separate bid item within the bid schedule. 1-19. UTILITIES Inventory of existing utilities after demolition has occurred should take place at least two weeks prior to the start of the construction to allow adequate time for the necessary protection, removal and rearrangement of utilities by the Contractor, as applicable. The Contractor shall provide a report to City staff and issue written Requests for Information (RFI) regarding any potential conflicts or issues as soon as possible during this period. The Contractor shall allow 72 hours for a preliminary response from the City's Consultant. 1-20. HAZARDOUS MATERIALS AND ABATEMENT Contractor shall review the results of asbestos- and lead -testing for the City Hall East Lobby and Council Chambers restrooms in Appendix 4, and shall comply with the recommendations for removal of any hazardous materials found. Removal of any asbestos -containing materials shall be performed by a licensed (Contractor's State License Board) and registered (Cal/OSHA) asbestos abatement contractor, under the supervision of a Cal/OSHA Certified Asbestos Consultant. The City will retain a consultant to monitor the asbestos removal. Contractor shall coordinate with the City's monitoring consultant, Gale Jordan, throughout the project, including demolition and construction, to ensure that safe asbestos or lead removal or abatement, and proper disposal, occurs. The costs for hazardous materials abatement and disposal are to be included in the line item bid cost for the construction activity in which abatement and disposal are needed. 2-0. CONSTRUCTION & DEMOLITION MATERIALS RECYCLING REQUIREMENTS 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). III-A-9 Agreement No. 6288 C&D waste can only be legally collected, removed, or transported by City of El Segundo permitted waste haulers. If the Contractor plans on collecting, removing, or transporting its own waste, approval from the City Engineer or designee is required. Failure to meet the C&D waste recycling requirements will result in the assessment of penalties pursuant to El Segundo Municipal Code. Contractor shall prepare a C&D Debris Management Plan as follows: PART 1 GENERAL 1.1 SUMMARY A. This Section includes the following: procedures for ensuring optimal diversion of construction and demolition (C&D) waste materials generated by the Work within the limits of the Construction Schedule and Contract Sum. 1. The Integrated Solid Waste Management Act of 1989 ("AB 939"), requires that localities throughout the state develop source reduction, reuse, recycling, and composting programs to reduce the tonnage of solid waste disposed in landfills by 50%; this requirement may increase in the future. C&D waste materials generated by the Work are targeted to achieve these diversion rates. 2. A minimum of 50% by weight of the solid wastes generated in the Work shall be diverted from landfill disposal through a combination of reuse, recycling, and composting activities. 3. This section includes requirements for submittal of C&D Debris Management Plan prior to the commencement of the Work, and during the project, submittal of Contractor's quantitative reports for construction and demolition waste materials generated by the Contractor as a condition of approval of progress payments submitted to the Contracting Officer, and following completion of the project, as a condition of the release of final project retention. 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. B. Construction and Demolition Debris or C&D Debris. Building materials and solid waste resulting from construction, remodeling, repair, cleanup, or III-A-10 Agreement No. 6288 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. 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- 111-A-11 Agreement No. 6288 recyclable residual materials. L. Recycling. The process of sorting, cleansing, treating and reconstituting materials for the purpose of using the altered form in the manufacture of a new product. Recycling does not include burning, incinerating or thermally destroying solid waste. M. Reuse. The use of a material that might otherwise be discarded, in the same or similar form as it was produced. N. Separated for Reuse. Materials, including commingled recyclables, that have been separated or kept separate from the solid waste stream for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw material for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace, and includes materials that have been "source separated." O, Solid Waste. Refer to Public Resources Code Section 40191. P. Source -Separated. Materials, including commingled recyclables, that have been separated or kept separate from the solid waste stream at the point of generation, for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw materials for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 SALVAGE, REUSE, RECYCLING AND PROCEDURES A. Identify reuse, salvage, and recycling facilities: Refer to the City's website for a list of local organizations and companies. lttti)s //www,else uncig or /Loy°�rairLublic-works/trash- rec cy ling B, Develop and implement procedures to reuse, salvage, and recycle new construction and excavation materials, based on the Contract Documents, the C&D Debris Waste Management Plan, estimated quantities of available materials, and availability of recycling facilities. Procedures may include on -site recycling, source separated recycling, and/or mixed debris recycling efforts. 1. Identify materials that are feasible for salvage, determine requirements for site storage, and transportation of materials to a salvage facility. 2. Explore the possibility of reusing project job -site inert materials, III-A-12 Agreement No. 6288 such as rock, concrete, dirt and aggregate, on -site for road base or other similar uses. 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. Red Clay Brick d. Soils e. Other materials, as appropriate, such as wood and corrugated cardboard. 4. Develop and implement a program to transport loads of mixed (commingled) new construction materials that cannot be feasibly source -separated to a mixed materials recycling facility. Contractor may develop their own C&D Debris Management Plan based on CALGreen requirements or use available City forms, found in the Appendices as follows: a. Form PW-A — Project Information b. Form PW-B — Pre -Project Worksheet C. Form PW-B1 — Pre -Project Worksheet (This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material.) d. Form PW-C — Post -Project Summary e. Form PW-D — Exemption Request — only use if it is infeasible to comply with requirements. 3.2 DISPOSAL OPERATIONS AND WASTE HAULING A. Legally transport and dispose of materials that cannot be delivered to a source -separated or mixed recycling facility to a transfer station or disposal facility that can legally accept the materials for the purpose 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: s://www.e[se ku d.r ,or l n ��e rl cle r n nt J r ali mworksltr sh rec c�ng C. Become familiar with the conditions for acceptance of new construction, excavation and demolition materials at recycling facilities, prior to delivering materials. D. Legally transport and deliver to facilities that can legally accept new III-A-13 Agreement No. 6288 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: 1. Los Angeles County Materials Exchange (LACOMax) LACoMAX is a free service provided by the Los Angeles County Department of Public Works, Environmental Programs Division, designed to help residents, businesses, and organizations in Los Angeles County find markets for their industrial by-products, surplus materials, and other would-be discards. All exchanges are coordinated between the parties. The site can be accessed at htt..4f ww,lacl 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.c,iii-ecycle.ca,,—),ov/CaIMAX 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 ww .habitat.ol lEg5tore 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. 3-0. 'AGE .SLRE'MENTAND PAYMENT 3-1. BASE BID ITEMS Measurement for payment of base bid items will be paid for at the unit price per item or lump sum amount listed and shall include compensation for furnishing all labor, equipment, tools, materials, and incidentals needed to provide the bid items. III-A-14 Agreement No. 6288 The contract price shall include full compensation for coordination, mobilization, and pedestrian/vehicular traffic control. The contract price shall include removal and proper disposal of existing surface, debris, and vegetation as necessary, as well as the restoration of public and private property, damaged during the construction, to the City's satisfaction. 3-1 ALTERNATIVE BID ITEMS If approved, measurement for payment of the following alternative items will be paid for at the unit price per item or lump sum amount listed and shall include full compensation for furnishing all labor, equipment, tools, materials, and incidentals needed to provide the alternative items. The contract price shall include full compensation for coordination, mobilization, and pedestrian/vehicular traffic control. The contract price shall include removal and proper disposal of existing surface, debris, and vegetation as necessary, professional land surveying as needed, and restoration of the public and private property, damaged during the construction, to the City's satisfaction. 3-3. CHANGE ORDER REQUESTS At the pre -construction meeting, the Contractor shall submit hourly labor rates used and hourly company -owned equipment rates, based on the current State of California Department of Transportation Labor Surcharge and Equipment Rental Rates, to be used for any time and materials work. Hourly labor rates shall be accompanied by a breakdown of what items contribute to the total labor rate for each type of employee. For company -owned equipment, equipment types, brands, and models shall be clearly listed along with their hourly rate. Change order requests shall show the date the work occurred, the type of work that occurred, and the specific labor/equipment/material applicable to the work. Requests shall be accompanied by complete backup documentation including but not limited to time/equipment/material signed verification by the inspector, certified payroll, dated and clear receipts, applicable calculations, delivery tickets, etc. 3-4. INVOICE REQUIRED PRIOR TO FEBRUARY 16, 2022 The Contractor shall provide the City with at least one progress payment request by March 15, 2022 so that a Contractor payment can be issued by the City before March 31, 2022. This requirement is part of the CDBG program. END OF SECTION III-A-15 Agreement No. 6288 A. SECTION IV — TECHNICAL SPECIFICATIONS dattl s-,/`"vNv v at tci icarist�indITai-d-tss.c<)tt;a/ h1t,s:"1 /www,ciiic� cctt,.cotll l�ttps �",�,�Y�rrw.acai�r�+.,¢1.cor��t"l�v��a'at�t�laoc titps://.�vt�ts.co�arodttt« is liti,ps://www.zLr rnpLgdLtgt_s.con)H 1. Toilet American Standard Huron Universal Bowl EverClean top spud Flushometer #3312001 American Standard #5905.100 Extra heavy duty open front less cover Color: White, Floor or wall Mount as shown on plans. Flush Valve 1.28 gpf. Sensor -Operated: American Standard Selectronic DC Power #6065.121.002 or Sloan, Crown Model #111 SMO Flushometer Note: Automatic flush valve should also have the manual operation capability. 2. Lavatory American Standard, Decorum sink (21"x20 1/4") # 9134004EC or American Standard, Murro Universal Design # 0954004EC Color: White, EverClean, Wall Mounted with EC Shroud Faucet: Chicago Faucet 4" Centerset with wrist blade Handles Model:895-317E2805-5ABCP 3. Urinal American Standard, Washbrook F1oWise, Model # 6590001 Color: White, Wall Mount as shown on plans. Flush Valve American Standard Electronic Flushometer with Top Spud, Model:6064101.002 or Sloan, Royal Sensor Flushometer, Model #186-0.125- ES-S Note: Automatic flush valve should also have the manual operation capability. 4. Trap Primer Watts Lead Free Trap Primer, Series LFTP300, or Zurn Lead -Free Sani-Gard automatic trap primer, Z1022-XL 5. Hose Bib Box Acorn Stainless Steel Recessed Hose Box with Wall Flange, Model # 8151 6. Control Valve Zurn Wilkins Bronze Ball Valve with Stainless Steel handle and nut, Model #-850-XL IV-A-1 Agreement No. 6288 B. h1q) —Jzl a. ale q 14, 1 1. Seat Cover Dispensers — Bobrick # B-4221 Surface -Mounted or B-301 Recessed. 2. Toilet Tissue Dispensers— Bobrick # B-2890 Surface Mounted Single Giant Roll. (Note:: 1Jse of the current toilet paper dispenser., Renown -Reno516 I-WB, currently used throughout will not comply where compliance with ADA clearances is required. The specified Bobrick B-2890 can comply and still niect the large scale use. Another option is Bradley 5426- l I with Dual Roll). '4401 SURFACE -MOUNTED j SINGLE JUMBO -ROLL B-2890 Technical Data TOILETTISSUE DISPENSER I ell 41il� 71— t T9 TW El . Roll Toitet Paper Dispenser 3, Paper Towel Dispenser — Bobrick Semi -Recessed Automatic, Universal roll B-29744, or B-3974-250 Surface Mounted where shown on plan. (Note: I JSe 01`011C CUfWft paper towel dispenser, Renown -Reno516 I- WB, currently used throughout will not con-iply where cornplianc(_ I with.ADA is required and it is not designed to be partially recessed. The specified B-29744 can comply and accepts universal standard..- rolls 8" wide, 8" diameter- and 800 ft long), SEMI -RECESSED ' 4=Pl AUTOMATIC, UNIVERSAL ROLL B-29744 Technical Data I PAPER TOWEL DISPENSER IV-A-2 Agreement No. 6288 Waste Receptacle — Bobrick B-35639 Trimline Surface Mounted, or B-35643 Recessed. 4. Soap Dispenser — Bobrick # B-2012 Automatic, or B-2013 Automatic. 5. Mirror — Bobrick B-293 2436 Fixed position Tilt Mirror 24"x36", or B-290 2430 Welded Frame Glass Mirror 24"06". 6. 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. 7. Toilet Door Hook — Bobrick B-6717 Single Robe Hook -Satin Finish. 8. Shelf — Bobrick B-298 Stainless Steel Shelf, 8" Deep x 24" Long. 9. Baby Changing Stations — Koala Kare Horizontal Wall Mounted Stainless Steel satin finish KB 110-SSWM. 10. 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. Tl]g 1;/ww�w cross �)jc.ct�w�0 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. 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 h Lj2�-//www.tis All floor drain replacement shall include installation of self -priming traps. 2. Doors — Remove and Replace- Match Existing. 3. Vent covers for exhaust system shall be replaced. Where no replacement can be found to match the size, the existing vent can be repurposed, cleaned and repainted. 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 01630, subject to owner's approval. IV-A-3 Agreement No. 6288 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 pen -nit 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: Completed and signed off Building Permit, inspections and approval for all items that are part of this project as directed by the Building Official. Specified warrantees and as built drawings. 01003 , [I1 LAIJ Y COI 1.I CIL 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 IV-A-4 Agreement No. 6288 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 REMOVAL AND DISPOSAL OF NON -ASBESTOS MATERIALS 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. llftlltl111W 0 H�' 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 IV-A-5 Agreement No. 6288 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 EXAMINATION OI'" PLANS A 1OS, ,Cn Q SITE OF THE 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 fSTI ' A fE.D l UANTITTIE 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,. LJC ENS.E5.,. AND INSPEC'"fJONS I V-A-6 Agreement No. 6288 The Contractor and subcontractors shall obtain a City business license, prior 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 C 4�N UC' f Ol CONSTRUCTION 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. x p. alongemmiumal Lantractor's e 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 complywith 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 "� NSTRIXTION MA I ERI wI 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 DAMAGES DUE TO CONSTRUCTION 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. IV-A-7 Agreement No. 6288 01019 SOUND 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 bucks, 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. IV-A-8 Agreement No. 6288 SECTION 01100 - CUTTING AND PATCHING 111000110 tj It A. Drawings and general provisions of the Contract, including General Conditions and other Division I 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. Request 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 cannot 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. IV-A-9 Agreement No. 6288 Approval by the Architect to proceed with cutting and patching does not waive the A to later require complete replacement of •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. g. Structural decking. h. Miscellaneous structural metals. Equipment supports. Piping, ductwork, vessels, and equipment. B, Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in 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 g. Noise and vibration control elements and systems. h. Control systems. i. Communication systems. J. Electrical wiring systems, including emergency power systems. C. Visual Requirements: 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 qualities. 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 IV-A-10 Agreement No. 6288 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 cut 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 comer 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 encountered, take corrective action before proceeding. Before proceeding, meet at the Project Site with parties involved in cutting andpatching, including, electrical trades. Review areas of potential iWerfcrenc.e 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 ductwork 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 other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. IV -A - II Agreement No. 6288 B, Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. 1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from 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, such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal 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. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. 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. 3. Where removing walls or partitions, extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform color and appearance. 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 IV-A-12 Agreement No. 6288 1 '� 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 quality - control services. B. Quality control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement 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 responsibility for compliance with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. 1. Specific quality -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified inspections, tests, and related actions do not limit Contractor's quality control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. E. Related Sections: The following Sections contain requirements that relate to this Section: Division 1 Section 01045 "Cutting and Patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities. 2. Division 1 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 IV-A-13 Agreement No. 6288 required by authorities having jurisdiction. Costs for these services are included in the Contract Sum. 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. 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. The agency shall notify the Architect and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. IV-A-14 Agreement No. 6288 2. The agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept anyportion 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 ortested Work complies with Contract Document requirements. 1. Name and signature of laboratory inspector. M. 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 IV-A-15 Agreement No. 6288 411� P a VW I I ILVE % No 10 9 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 I 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. I WFO 00_1009"#� l MEW Agreement No. 6288 SECTION 01600 - MATERIALS AND EQUIPMENT 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 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: 1. 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 ofthe 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 from 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. 'Equipment' Is a product with operational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping. IV-A-17 Agreement No. 6288 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. Coordinate product list with the Contractor's Construction Schedule and the Schedule of Submittals. 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. 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 after 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 manufacturers or products but does not constitute a waiver of the requirement that products comply with Contract Documents. The Architect's response will include a list of unacceptable product selections, containing a brief explanation ofreasons 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 ina timely manner, consult with the Architect to determine the most important product qualities before proceeding. IV-A-18 Agreement No. 6288 & Compatibility of Options: When the Contractor is given the option of selecting between two (2) or more products for use on the 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 manufacturer'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 service 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 operatingdata: 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. IV-A-19 Agreement No. 6288 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. 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. 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 may 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. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements and are recommended by the manufacturer for the application indicated. a. Manufacturer's recommendations may be contained in published product literature or by the manufacturer's certification of performance. IV-A-20 Agreement No. 6288 6. Compliance with Standards, Codes, and Regulations: Where Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes, or regulations specified. Visual Matching: Where Specifications require matching an established Sample, the Architect'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 matching product in another product category. 8. 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 from 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 rejection of another product, based upon previously Owner - approved colors and finishes The Finish list attached is the result of extensive Owner review and alternate selections may be rejected by the Owner. 9, 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. Comply 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. 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 IV-A-21 Agreement No. 6288 SECTION 01630 SUBSTITUTION PROCEDURES PART 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. IV-A-22 Agreement No. 6288 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 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 IV-A-23 Agreement No. 6288 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: 1. Inspection procedures. 2. Project record document submittal. 3. Operation and maintenance manual submittal. 4. Submittal of warranties. 5. 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, final certifications, and similar documents. 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. IV-A-24 Agreement No. 6288 3. Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements. �. Complete final cleanup requirements, including touchup 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 Completion 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. I . 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. Submit 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 for 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. Upon completion of re -inspection, the Architect will prepare a certificate of final acceptance. If the Work is incomplete, the Architect will advise IV-A-25 Agreement No. 6288 the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2. 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 of showing 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. 1. 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 Project Manual, including addenda. Include with the Project Manual one copy 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. IV-A-26 Agreement No. 6288 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 requirements of miscellaneous record keeping and submittals in connection with actual performance of the 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. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel 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: 1. Maintenance manuals. 2. Record documents. IV-A-27 Agreement No. 6288 3. Spare parts and materials. 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 10. Cleaning. 11. Warranties and bonds. 12. Maintenance agreements and similar continuing commitments. 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: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial 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. IV-A-28 Agreement No. 6288 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. Compliance: Comply 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. Agreement No. 6288 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. 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: 1. 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 disclaimers 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. & 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 IV-A-30 Agreement No. 6288 of such failure or must be removed and replaced to provide access for correction of warranted construction. B. 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. Rejection 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 the 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 warranty, 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. IV-A-31 Agreement No. 6288 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 manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. Submit 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 min) paper. I 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 name of the product, and the name, address, and telephone number of the Installer. 1 Identify each binder on the front and spine with the typed or printed title 'WARRANTIES,' Project title or name, and name of the Contractor. 3. When warranted construction requires operation and maintenance manuals, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. I PART 3 - EXECUTION (Not Applicable) FMNDX*Uffillfi• � �1 1ATHUIVIN Agreement No. 6288 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 salvagedremain 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. B. 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 rightson 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. IV-A-33 Agreement No. 6288 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. F. 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 requiredto 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. J. 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. IV-A-34 Agreement No. 6288 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 eliminates evidence of patching and refinishing. 0, 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. 1. 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. Agreement No. 6288 URNMEMIGUNI'MA 1.1 SECTION INCLUDES A. Firestopping of through penetrations in rated assemblies.. B. Firestopping of construction gaps. C. Definitions. 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. ANSUUL 2079 - Tests for Fire Resistance of Building Joint Systems; 1998. 1.3 DEFINITIONS A. Construction Gap: An open joint between adjacent rated assemblies; may be a movingjoint 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. IV-A-36 Agreement No. 6288 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 013K 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 showing 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: 1. Is a 3M Master Contractor. 2. Is a Certified 3M Trained contractor. 3. Is acceptable to or licensed by manufacturer. IV-A-37 Agreement No. 6288 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. IV-A-38 Agreement No. 6288 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, roof/ceilings, etc. 2. Construction Gaps: Provide installed firestopping that limits the spread of fire, heat, smoke, and gasses 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. IV-A-39 Agreement No. 6288 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 I cfm per linear foot (5.5 cu in/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. C. 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. IV-A-40 Agreement No. 6288 4. Installer's name, address, and phone number. 5. General contractor's name, address, and phone number (if applicable). 6. Date of installation. 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. IV-A-41 Agreement No. 6288 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. UEPXOJWA MIMMM• ' W 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. 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. nm., Agreement No. 6288 SECTION 07900 JOINT SEALANTS 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 adhesion to primed and unprimed 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. IV-A-43 Agreement No. 6288 E. Tape Sealant: Solvent -free, butyl -based tape sealant with a solids content of 100 percent formulated to be nonstaining, paintable, and non -migrating in contact with nonporous surfaces with or without 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. 2. 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 IV-A-44 Agreement No. 6288 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 I. NFPA 80 - Fire Doors and Windows. J. NFPA 252 — 1995 Fire Tests for Door Assemblies. K. ITS (WH) - Fire Tests of Door Assemblies. IV-A-45 Agreement No. 6288 L. UL 1013 — Fire Tests of Door Assemblies. M. UL I OC — Positive Pressure Fire Tests of D, Assemblies. 1.4 SUBMITTALS FOR REVIEW A. Section 0 13 00: 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 0 13 00: 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 Prefmished 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. IV-A-46 Agreement No. 6288 . Verify actual measurements/openings by field measurement prior to fabrication. PART 2 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.timelyfTames.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 door jamb color. E, Silencers: clear stick -on type. IV-A-47 Agreement No. 6288 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. IV-A-48 Agreement No. 6288 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. I . - "HOO-Mil"M Agreement No. 6288 ►, 1 PART LUEr UKAL 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 1 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. IV-A-50 Agreement No. 6288 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. 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/a" thick, staved lumber or particleboard core, 5-ply construction. IV-A-51 Agreement No. 6288 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. A. Smoke -and -Draft and Fire Rated Doors: 1 1/4" 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. B. 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. IV-A-52 Agreement No. 6288 E. Finish: Factory finish in accordance with WIC System 5, transparent, clear, satin sheen. EARIJ LUC111-10 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. 1, 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. 2. 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. C. Protection: Protect wood surfaces after installation. At Substantial Completion, doors shall be without indication of use, deterioration, or damage. Agreement No. 6288 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. Descriptionmof 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. Oualitv Assurance:, 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 forreview. 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 framelabels. 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) IV-A-54 Agreement No. 6288 0 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. 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_o Door Hardware: 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) BLK PEM 1 EA DOOR BOTTOM 234DV 36" DK PEM END OF SECTION 08710 I Agreement No. 6288 SECTION 09220 - NON-STRUCTURAL METAL FRAMING 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: 1. Product Data: For recycled content, indicating postconsumer and preconsumer recycled content and cost. 2. Enviro nmental 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. IV-A-56 Agreement No. 6288 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. 2.2FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. 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. l kisis-cal`-Deli 'tl._Pro�laict 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. 1: asis-of Desigri Product, 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 IV-A-57 Agreement No. 6288 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. 3. 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 sizedto 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. dills r f-Desi,gra_ 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. Iaatst Isg Ia,t_uctm; 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' Dcsi,g,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 Pro& 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. 1. Basis -oil Deli as Praxitictt:, 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. 2. Minimum Base -Metal Thickness: As indicated on Drawings. 3. Depth: As indicated on Drawings. H. Resilient Furring Channels: 1/2-inch-deep, steel sheet members designed to reduce sound transmission. IV-A-58 Agreement No. 6288 1. Caws- f.-D�wjgn Product:, 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. 2. Configuration: Asymmetrical or hat shaped. I. Cold -Rolled Furring Channels: 0.053-inch uncoated -steel thickness, with minimum 1/2-inch- wide flanges. 1. Depth: As indicated on Drawings. 2. Furring Brackets: Adjustable, corrugated -edge -type steel sheet with minimum uncoated - steel thickness of 0.0329 inch. 3. 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. Basis-of"-Desivi Product: 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. B arsrs fDie n Product: 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 i?f:;ttduc�t: Subject to compliance with requirements, provide CEMCO; California Expanded Metal Products Co.; or a comparable product by a current active member of the SFIA 4. Inner Member: As indicated on Drawings. a. Basis ¢If'-Ql Ltgp� 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 -of Desi n Product:: 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 IV-A-59 Agreement No. 6288 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards 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: 1. Asphalt -Saturated Organic Felt: ASTM D 226/D 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 applyto framing installation. B. Install framing and accessories plumb, square, and true to line, with connections securely fastened. IV-A-60 Agreement No. 6288 3.4 f� -y framing, and blocking to support fixtures, equipment services, heavy tri grab bars, E. Do not bridge building control and expansion joints with non -load -bearing steel framing members. Frame both sides of joints independently. 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. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3. 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. 4. 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: Bend track to uniform curve and locate straight lengths so they are tangent to arcs. IV-A-61 Agreement No. 6288 b. Begin and end each arc 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: I 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: I Erect insulation, specified in Section 072 100 "Thermal Insulation," vertically and hold in place with Z-shaped furring members spaced 24 inches o.c. 2. Except at exterior comers, 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. 3. At exterior comers, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw -attach short flange of furring channel to web of attached channel. At interior comers, space second member no more than 12 inches from comer 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. Agreement No. 6288 PART1- 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 E119 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 IV-A-63 Agreement No. 6288 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 407. 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: 1. 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 fanning 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. 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. IV-A-64 Agreement No. 6288 4. Acceptable products: a. Typical partitions and ceilings: Equivalent to SHEETROCK® brand SW, FIRECODEV or FIRECODEV "C" Core gypsum panels by USG. b. OR [depends on edge condition option]: Equivalent to SHEETROCKV brand Regular, FIRECODEV or FIRECODEV "C" Core gypsum panels by USG. C. Acceptable product for fire -rated walls: Equivalent to ULTRACODER Core, 3/4inch 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 FIRECODER "C" gypsum panels by USG. OR SHEETROCK® brand Regular Foil -Back, FIRECODER 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 j amb. 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 ''/2" 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; % 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. IV-A-65 Agreement No. 6288 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 IOx 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 I 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 comers: 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: I . 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. IV-A-66 Agreement No. 6288 Elimination of backer plates or direct attachment of accessories or equipment to studs will not be allowed. SoundD. Hanger Wire indicated for sound -rated suspended ceilings. E. Adhesives and Joint Treatment Materials: I . Conform to requirements of ASTM C475. 2. Joint compounds: a. Drying -type (ready -mixed): Equivalent to SHEETROCK® 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 C 1002. 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 SHEETROCKV acoustical sealant by USG. I. 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 IV-A-67 Agreement No. 6288 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 requiredto 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 %z 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. IV-A-68 Agreement No. 6288 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: 1. 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. WWWWOOU, Agreement No. 6288 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: I . 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 IV-A-70 Agreement No. 6288 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". I . 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: I. 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: IV-A-71 Agreement No. 6288 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. I so 1 IfI QW] BLOM I 10301117M, Agreement No. 6288 SECTION 09300 - CERAMIC TILE PART 1-GENERAL 1_1 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. B. 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 QUAC:.I'TY 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. IV-A-73 Agreement No. 6288 1.4 S,UBMITTALS 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. 1.5 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 ofillumination 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 2.11 GENERAL RE, QHI EMENTS. A. Furnish tile complying with "Standard/First Grade" requirements per ANSI A137.1 - 2012, for types of tile indicated. IV-A-74 Agreement No. 6288 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 tile shall be — Crossville Main Street 2"x2" floor tile with 6" Cove base, Gallery Grey stone look, UPS- Unpolished. Wall Porcelain the shall be — Crossville Main Street 6"x6" or 6"x12" Boutique black or Cafe 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, comers, borders and cove base when specified. 7. Environmental Properties a. ANSI 138.1 Green Squared Certified 2_3 SETTING ANDGROUTINGMATERIALS: A. Use appropriate installation mortars according to ANSI Al 18-2014. 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. 2.4 EXPANSION JOINTS, CONTROL, CONTRACTION, AND ISOLATION JOINTS: A. Refer to most current TCNA Handbook, Method EJ171 for recommendations on locating, IV-A-75 Agreement No. 6288 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. 331 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 PREPARATION 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: 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. * i .._.._at least one edge m When using, lgrgeformat defined by TCNA Handbook as tiles with at east m mmm 15" in.lcn1 th oi- arcater,- a more stir 11 ent tolerance 1/8" in 10' or 9/m16" iii 24" wlien meaSUI-C from the hig&i points on (lie surface is required. Report all unacceptable surfaces to the architect in writing, and do not tile such surfaces until they are leveled enough to meet above requirements. IV-A-76 Agreement No. 6288 B. Jobsite Blending: Blend tiles before installing in accordance with reference standards to produce an even range and distribution of color and finish. 3.33 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" IV-A-77 Agreement No. 6288 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. 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. E. Cleaning and Protection: 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. When a heavy residue of Portland cement grout is present, acceptable tile cleaning acids IV-A-78 Agreement No. 6288 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. 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 pennitted 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 the 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 IV-A-79 Agreement No. 6288 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. Description 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. f'aintine Not hrchdded: 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. 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. 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. IV-A-80 Agreement No. 6288 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. 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. ;nLlky As�u�°alice: 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. 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. 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. 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. b. 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 IV-A-81 Agreement No. 6288 sheen and color are obtained; simulate finished lighting conditions for review of in - place work. E. Q J :,ei r used Stor age: 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: 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. 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. 3, 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 pen -nit 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. IV-A-82 Agreement No. 6288 b. Change sheen with excessive speed or irregularity. Peel, crack, blister or alligator. d. Release from the substrate or intermediate coats. e. Chalk or duct excessively. 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. Mat exial_QOgg iIY: 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 beacceptable. 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. 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 ofanother 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. IV-A-83 Agreement No. 6288 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. 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 SRranges: a. Gloss: 60 meter SR of over65 b. Semi -Gloss: 60 meter SR of 30 to65 C. Satin: 60 meter SR of 15 to35 d. Eggshell: 85 meter SR of 13 to20 e. Low (flat): 85 meter SR of below 15 EXECUTION A. lats aectioa: 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. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to the formation of a durable paintfilm. 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. 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. 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. uurficg PjjL ati 1: General: Perform preparation and cleaning procedures in strict accordance with the paint manufacturer's instruction and as herein specified, for each particular substrate condition. IV-A-84 Agreement No. 6288 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 floorcoverings. 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. Prograrn the cleaning and painting so that contaminants from the cleaning process will not fall onto wet, newly -painted surfaces. 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 ofunprimed wood doors with a heavy coat of varnish or equivalent sealer immediately upon delivery to site. 3. 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. C. 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. IV-A-85 Agreement No. 6288 is applied. Repair cracks and holes with patching plaster, sandpaperthe existing plaster and i, h. ii. 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_1'rpgr�rr°i�t7 Store, mix and prepare painting materials in accordance with manufacturer's directions. 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. &)Jg cation: 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. 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. 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. 6288 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 theundercoat. 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. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish or repaint work not in compliance with specifiedrequirements. E. Clean -Li rotqctjog: j�� . 11 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. 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 1 ainting5ysteinswid 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. mom Agreement No. 6288 G. Pailli,pg "' 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 andDoors. 1. Shop Primer: Tnemec 90-97 Tnemec Zinc, or approvedequal. ii. Touch-up Shop Primer: Tnemec 90-97, or approved equal. ill. 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, spotprime abraded areas. I I coat Enamel undercoat 11. 2 coats Semi -gloss enamel C. Gypsum Board (all, surfaces indicated "Paint Semi -Gloss"): i. I coat Primer 11. 2 coats Latex Enamel orange peel texture d. Gypsum Board (all surfaces indicated "Paint eggshell"): 1. 1 coat Primer ii. 2 coats Latex Enamel e. Gypsum Board (all surfaces indicated "Paint Flat"): 1. 1 coat Primer 11. 2 coats Acrylic Latex f. Paint on Wall Metal Grilles: Shop coat by manufacturer: 1 coat to match adjacent surface Agreement No. 6288 CONJNJLITY D EVELO PM ENTB LOCI< GRANT PROGRAINI RE011REMENIs CHECKLIST OF REQUIRED FEDERAL LABOR COMPLIANCE DOCUMENTS TO BE COMPLETED, SIGNED AND SUBMITTED WITH BID 0 EXHIBITS 1-17 V-1 Agreement No. 6288 Exhibit 6 List of Proposed Subcontractors or Sub -Tier Contractors Exhibit 7 Certification of Understanding and Authorization Exhibit 8 Request for Additional Classification and Rate P°. Exhibit 9 Non -Segregated Facilities Certification Exhibit 10 Past Performance Certification Exhibit 1 1 Notice of Equal Employment Opportunity Exhibit 12 Federal Lobbyist Certification r°.a Exhibit 13 County Lobbyist Certification P` Exhibit 14 Non -Collusion Declaration 09.25.21 ES CITY HALL ADA RESTROOMS _CDBG Bid Doc Package 2021 rev Agreement No. 6288 EXHIBIT 1 Summary of Contract Provisions Prevailing Wage Statement: This contract will be funded in whole or in part with federal housing and community development funds. The Federal Labor Standards Provisions, including the prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. A copy of Federal Wage Decision applicable to this project is included in the Bid Document and is also available online at: hl1 U w �'� efa. Lf.c ov wac ,-determination This project is a public works project in the State of California, funded in whole or in part with public funds. Therefore, the higher of the two applicable prevailing wage rates, federal or state, will be enforced. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et seq. Labor Code Sections 1775 and 1777.7 that outlines the penalties for failure to pay prevailing wages and to employ apprentices, including forfeitures and debarment. The State Wage Decision is on file at the City Clerk's office, and is also available online at t7� www„dir,c a. ov Public-Works/Prevann"r� -Wa e.i'�tmfl. Apprenticeship Program: Apprentices must be currently enrolled in a federally approved apprenticeship program and registered with the U.S. Department of Labor, Office of Apprenticeship (OA). Federal Apprenticeship verification can only be issued by the OA, through a request from the apprentice program sponsor. Attention is also directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative code, Section 200 et seq. to ensure compliance and complete understanding of the law regarding apprentices. Conflict of Interest: In the procurement of supplies, equipment, construction, and services by subrecipients, the conflict of interest provisions in 2 CFR Part 200. 318(c) (1) (2) of the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards at: https "Jwww.ecfr .qy shall apply. No employee, officer or agent of the sub -recipient shall participate in selection, or in the award or administration of a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved. Contractor Licensing and Status: Prior to awarding a contract, the contractor's status with the California Department of Industrial Relations will be verified at http://www.csib.ca.gov and at: https://efiling.dir.ca.gov. The contractor's eligibility will also be verified at: http://www.dir.ca.gov/ dlse/debar.html and, with the online excluded parties list at the federal System for Award Management (SAM) website at: https://www.sam.gov. Agreement No. 6288 EXHIBIT 2 Federal Labor Standards Provisions (Next Page) Agreement No. 6288 Federal Labor Standards Provisions Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance. A. 1. (i) Minimum Wages. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section I(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis -Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible, place where it can be easily seen by the workers. (ii) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: U.S. Department of Housing and Urban Development Office of Labor Relations (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30- day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) (d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii)(b) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part form HUD-4010 (06/2009) Previous editions are obsolete Page 1 of 5 ref. Handbook 1344.1 Agreement No. 6288 of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140. ) 2. Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis -Bacon Act contracts. 3. (i) Payrolls and basic records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section I(b)(2)(B) of the Davis -bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section I(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) (ii) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i) except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at tr( ?.✓I?Ekv,w.,Iot. o�`/esalwlit//fart'ns h 47ii7sti.htn„,m or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to HUD or its designee. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) (b) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under 29 CFR 5.5 (a)(3)(ii), the appropriate information is being maintained under 29 CFR 5.5(a)(3)(i), and that such information is correct and complete; form HUD-4010 (06/2009) Previous editions are obsolete Page 2 of 5 ref. Handbook 1344.1 Agreement No. 6288 (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by subparagraph A.3.(ii)(b). (d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under subparagraph A.3.(i) available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant ',to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by form HUD-4010 (06/2009) Previous editions are obsolete Page 3 of 5 ref. Handbook 1344.1 Agreement No. 6288 the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6. Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 in this paragraph A and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis -Bacon and Related Act Requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives. 10. (i) Certification of Eligibility. By entering into this contract the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Administration transactions", provides in part: "Whoever, for the purpose of ... influencing in any way the action of such Administration..... makes, utters or publishes any statement knowing the same to be false..... shall be fined not more than $5,000 or imprisoned not more than two years, or both." 11. Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B. Contract Work Hours and Safety Standards Act. The provisions of this paragraph B are applicable where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph. form HUD-4010 (06/2009) Previous editions are obsolete Page 4 of 5 ref. Handbook 1344.1 Agreement No. 6288 (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety. The provisions of this paragraph C are applicable where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96). 40 USC 3701 et sect. (3) The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. form HUD-4010 (06/2009) Previous editions are obsolete Page 5 of 5 ref. Handbook 1344.1 Agreement No. 6288 MIGIVIli 11 1� I i I WIN EQUAL OPPORTUNITY CLAUSE. During the performance of this contract, the contractor agrees as follows: 0. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. c. The contractor will send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided, advising the said labor union or workers' representative of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. d. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. e. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the contractor's noncompliance with the nondiscrimination clause of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole, or in part, and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 9. The contractor will include the provisions of Paragraph 1 a through 1 g in every subcontract or purchase order unless exempted by rule, regulations, or orders of Agreement No. 6288 2. the Secretary of Labor issued pursuant to Section 204 of Executive Order 1 1246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (Executive Order 1 1246) 10 0 The Offeror's or Bidder's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Specifications set forth herein. The goals and timetables for minority and female participation, expressed in percentage terms for the contractor's aggregated work force in each trade on all construction work in the covered area, are as follows: Timetables Location of Work by Goals for Minority Goals for Female Standard Metropolitan Participation in Participation in Statisical Area (SMSA) -.... Each ....Tra...d.....................................�_.,.�.mm Each Trade.e 0360 Anaheim -Santa Ana -Garden Grove, CA 11.9% 6.9% 4480 Los Angeles -Long Beach, CA 28.3% 6.9% 6000 Oxnard -Simi Valley -Ventura, CA 21.5% 6.9% 6780 Riverside -San Bernardino -Ontario, CA 19.0% 6.9% 7480 Santa Barbara -Santa Maria -Lompoc, CA 19.7% 6.9% 7320 San Diego, CA 16.9% 6.9% 6920 Sacramento, CA 16.1 % 6.9% 8520 Tucson, Pima AZ 24.1 % 6.9% 6200 Phoenix, Maricopa AZ 15.8% 6.9% These goals are applicable to all the contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and non - federally involved construction. The contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmation action obligations required by the specifications set forth in 41 CFR Part 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the contractor's goals shall be a violation of the contract, the Executive Agreement No. 6288 Order, and the regulations of 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. C. The contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. d. As used in this notice, and in the contract resulting from this solicitation, the covered area is the S ' tanclard Metropolitan Statistical Area of Los Angeles -Long Beach, specifically the County of Los Angeles, State of California. (1) Covered area means the geographical area described in the solicitation from which this contract resulted; (2) Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; (3) Employer Identification Number (EIN) means the Federal Social Security Number used on the Employer's Quarterly Federal Tax Return, United States Treasury Department Form 941. (4) Minority includes: (a) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin) (b) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish culture or origin, regardless of race); (c) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the pacific Islands); and (d) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). b. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and Agreement No. 6288 the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. c. If the contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown Plan approved by the United States Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and time tables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO Clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. cl. The contractor shall implement the specific affirmative action standards provided in paragraphs 3g (1) through 3g (16) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor should reasonable be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. e, Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement, to refer either minority or women shall excuse the contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the contractor during the training period, and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the United States Department of Labor. 91 The contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its Agreement No. 6288 actions. The contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: (l) Ensure and maintain working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor's employees are assigned to work. The contractor, where possible, will assign two ormore women toeach construction project. The contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are mvvoro of and cony out the contractor's obligation to maintain such o working environment, with specific attention to minority or female individuals working at such sites or insuch facilities. (2) Establish and maintain o current list of minority and female recruitment sources' provide written notification to minority and female recruitment sources and to community organizations when the contractor Vrits unions have employment opportunities available, and maintain orecord ofthe orgonizafiVn'sn*sponses. (3) Maintain o current file of the name, address, and telephone numbers of each minority and female off4he-sheotapplicant and minority mrfemale referral from o union' m recruitment source, orcommunity organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back 1othe contractor bythe union or, ifreferred, not employed by the contractor, this shall be documented in the 0e with the reason therefore, along with whatever additional actions the contractor may have taken. (4) Provide immediate written notification to the Director when the union or unions with which the contractor has o collective bargaining agreement has not referred 10the contractor ominority person orwoman sent bythe contractor, or when the contractor has other information that the union re#amz| process has impeded the contractor's efforts to meet its obligations. B\ Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women' including upgrading programs and apprenticeship and trainee programs relevant to the contractor's employment needs' especially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled (6) Disseminate the contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy Agreement No. 6288 on bulletin boards accessible to all employees at each location where construction work is performed. (7) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on - site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. (8) Disseminate the contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the contractor's EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business. (9) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations; to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment sources, the contractor shall send written notification to organizations such as the above, describing the opening, screening procedures, and tests to be used in the selection process. (10) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth, both on the site and in other areas of a contractor's work force. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3, Uniform Guidelines on Employee Selection Procedures. (12) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. (13) Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment -related activities to ensure that the EEO policy and the contractor's obligations under these specifications are being carried out. (14) Ensure that all facilities and company activities are non -segregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. Agreement No. 6288 (15) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the contractor's EEO policies and affirmative action obligations. lh. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations 3g(I) through (16). The efforts of a contractor association, joint contractor -union, contractor - community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 3g(1) though (16) of these specifications provided that the contractor actively participates in the group, makes every effort to ensure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's, and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. A single goal for minorities and a separate single goal for women have been established. The contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). The contractor shall not use the goals and timetables of affirmative action standards to discriminate against any person because of race, color, religion, sec or national origin. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. Agreement No. 6288 M. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative actions steps, at least as extensive as those standards prescribed in Paragraph 3g of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR Part 60-1.8 (Show Cause Notice). n, The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 0. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). p_ The Director, from time to time, shall issue goals and timetables for minority and female utilization which shall be based on appropriate work force, demographic or other relevant data and which shall cover construction projects or construction contracts performed in specific geographic areas. The goals, which shall be applicable to each construction trade in a covered contractor's or subcontractor's entire work force which is working in the area covered by the goals and timetables, shall be published as notices in the Federal Register, and shall be inserted by the contracting officers and applicants, as applicable, in the Notice required by 41 CFR 60-4.2. 4, SPECIFIC EEO REQUIREMENTS. For a federally assisted construction contract in excess of $10,000, the contractor/subcontractor shall: a. Forward the following EEO certification forms to the contract awarding authority prior to contract award: Certification of Non -segregated Facilities and Certification with Regard to the Performance of Previous Contracts or Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports. lo. Submit a notification of subcontracts awarded to the Director, Office of Federal Contract Compliance Programs, United States Department of Labor - ESA, 200 Constitutional Avenue, NW, Room C3325, Washington, D.C., 20210, within 10 working days of award of any subcontract in excess of $10,000, listing the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting date Agreement No. 6288 and completion dates of the subcontract; and the geographical area in which the contract is to be performed. c. Send a notice of the contractor's commitment to equal employment opportunity to labor unions or representatives of workers prior to commencement of construction work. cl, Display an equal employment opportunity poster in a conspicuous place available to employees and applicants for employment. e. For contracts in excess of $10,000, bind subcontractors to the Federal Equal Employment Opportunity requirements by including the provisions of Paragraphs I through 3, above, in the subcontract. Upon commencement of construction work and until the work is completed, forward the Monthly Employment Utilization Report (Form CC-257) to the contract awarding authority by the end of each work month. With the initial monthly report, the contractor/subcontractor shall attach the Contractor's List of Federal and Non -Federal Work in Bid Condition Area to the monthly report. CIVIL RIGHTS ACT OF 1964. Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1974. No pe rson in the United States on the grounds of race, color, national origin, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. THE AGE DISCRIMINATION ACT OF 1975. No person in the Unites States shall, on the ba sis of age, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 8. REHABILITATION ACT OF 1973. No otherwise qualified individual with handicaps in the United States shall, solely by reason of his or her handicap, be excluded from the participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal assistance. CONTRACTING WITH SMALL BUSINESS, MINORITY FIRMS, WOMEN'S BUSINESS ENTERPRISE AND LABOR SURPLUS AREA FIRMS. It is national policy to award a fair share of contracts to Small business and Minority Firms. Accordingly, affirmative steps must be taken to assure that Small Business and Minority Firms are utilized when possible, as sources of supplies, equipment, construction and services. Affirmative steps include the following: -Including qualified Small Business and Minority Firms on solicitation lists. -Assuring that Small Business and Minority Firms are solicited whenever they are potential sources. -When economically feasible, dividing total requirements into smaller tasks or quantities so as to permit maximum Small Business and Minority Firm participation. -Where the requirement permits, establishing delivery schedules which will encourage participation by Small Business and Minority Firms. -Using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce, as required. -if any subcontracts are to be let, requiring the prime contractor to take the affirmative steps identified above. -Grantees shall take similar appropriate affirmative action in support of Women's Business Enterprises. . ('1+ --A +. 4, 4 -%A- Agreement No. 6288 During the performance of this contract, the contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857 et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1251 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended. In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner, the following: 1. A stipulation by the contractor or subcontractors, that any facility to be utilizes in the performance of any non exempt contract or subcontract, is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 15.20. 2. Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended, (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended, (33 USC 1318) relating to inspection, monitoring, entry, reports and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued there under. 3. A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized, or to be utilized for the contract, is under consideration to be listed on the EPA List of Violating Facilities. 4. Agreement by the contractor that he will include, or cause to be included, the criteria and requirements in paragraph (1) through (4) of this section in every nonexempt subcontract and requiring that the contractor will take such action as the government may direct as a means of enforcing such provisions. Agreement No. 6288 NTITO_VTRUN� PRO !I C M f P""'O JL`I NUmV4, ............ - --------------- c0i"Pldky "M"'I 0 N I I certify, by signature below, that I am aware of the provisions of Section 3700 of the Californ 1 0. Labor Code which require every employer to be insured against liability for worke compensation or to undertake self-insurance in accordance with the provisions of that cod and I will comply with such provisions before commencing the performance of the work of t contract. � Ai J I I I C � R 111 1 ', C) r 'If I M 71, I / (, A Y, CII " A U I I 1 () R I / f D f ) I I I".;'./II. , I ( J, 1 A f U P I O u 0 %0 W L- 0 u x LU 0 #A 0 a 0 L- CL -6- 0 > I -C Ray C 7, z < 7 .5 wo I I ? 00 Agreement No. 6288 (D n 0 1 lZ 0 E :a E LU 0 u (D E LU 0 ro- E U Z = E 0 D z .2 0.0 CO u E L= :) E cz Lu u E Z u M u 0 z :3 Agreement No. 6288 EXHIBIT 7 Certification of Understanding and Authorization AWAN AN�-, AGPICY C'ONWANY h W,Ml UCI NIS! 1',W'NAN R 1: lopl OIN 1DI ININK-1, ON NUNABI I'll I AINS N N,MKR, This is to certify that the principal(s), and the authorized payroll officer listed below, have read the "Contractor's Guide to Prevailing Wage Requirements for Federally Assisted Construction" and the Federal Labor Standards Provisions (HUD-4010 form) and that both parties understand these requirements. The following person is designated as the payroll officer for the company and is authorized to sign the Statement of Compliance that will accompany each weekly Certified Payroll Report for the project: SIGNAHIRIlil DA I I PRINCIPAL OWNER I GENERAL PARTNER: (Listed on CSLIB Personnel List) I , ANI 1 011 SlUl /VURI: I "A I:- Agreement No. 6288 EXHIBIT 8 Request for Additional Classification and Rate (Next Page) Agreement No. 6288 U.,S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD FORM 4230A REPORT OF ADDITIONAL CLASSIFICATIONN AND RATE ME AW"ng W, ftuff-SCM 1. IF RW (r-me aw Ow—e�a -07 2. PR JECT NAME AND NUMBER 4. BRIEFOESCRI I OFPRCJECT 5, CHARACTER 6P C50TRUEflON El Building 0 Residenfial ❑ Heavy El Other (speciM ❑ Highway 9- WAUE UELI a MPECINEDATE El COPY ATTACHED 8. WORK CLASSIFICATION(S) 1-10URLY WAGE RATES BASIC WAGE FRINGE BENMT(S) (if any) io. suncumTRAcTananupLoy irN5K1CAHLEjmwne,a*wess) . .......... Check All Apply f 0 The %mD*babe pefforn-ed bythe i,5notperformed byscisss4r;9tron urn the applizable wageideci--wOn, 0 The pmpi�sed thass6--stion, G tifihzed un the area by the oonstructron, indusln�, E] The proposed wwage rake(s), biciuding any bons Vide ffinge benerds, besys a reasonable misbonshiIp to the wmage rates Contained in tine weage decision. The interested parbes. including the enVioyees or their authorized repmsenisfives, agree on the ciaa5ffitation(s) and wage rate(s). ❑ Suppoding docun-en Letion attached, in ding applicable wage devisio,n. ...... ... ... ..Check One E3 Approved, meets all criteria. DOL confirmation requested. E] One ormore classifications failto meet all criteria as explained in agency referral. DOL decision requested. ------------- FOR HIM USE ONLY LR2000- Agency Re-p—resenWtive Date Log in: (Type�l nwm and sr .qmef urs_,', MUM- RL—UnSpr Log out: �F.AT4;,JIQA Z<14 PSEIIM� Eu� � Agreement No. 6288 - R� B[D/CQ1,WMCI DKILAIRAiMOUN, PRO JI (-'[ 111,11,UL , -) j I �- 1 1, 111 �A I fl R CON/111ANY NAM[ CC) \4 PA, � Y ADDRUS HCHNS: HUPAKR I M "I (! - "' R 1D1,6 111 I CA P01`1 N U MB I:::: R DUNS NUIVIII)i 111' The federally -assisted construction contractor certifies that he/she does not and will not: Maintain or provide, for his/her employees, any segregated facilities at any of his/her establishments. 2. Permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract. As used in this certification, the term segregated facilities means any waiting room, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally -assisted contractor agrees that (except where he/she has obtained identical certifications from proposed subcontractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause, and that he/she will retain such certifications in his/her files. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. AOIIH� U�DIOIHIK.JAI NAMI AUh9,0RIZI D(DI HUAL SlIGINAMR11 DA 11: IIIErg 'AdPA('[ iY Agreement No. 6288 WIMPME . ........................... . . . 11 RC),;l° _I I U\)W Piw UIH'l NM,All,!:�? R U VP1 O'l 11.1, COMPIVTY I' AMI I Z 1 11 SL NUMB=R I MH o,R V1 "'11 CA 10[�,, NJJMKl .k )II Vi NWAHI R The El bidder, El proposed sub -contractor, hereby certifies that he/she El has, El has not, participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 11114, or 11246, and that he/she El has, El has not, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. ld; I +'M 11 0 01-1 ICA NAW All P K Rll: D Val' "'II [' JAI SKl,,Aill I DAII 11111/("APA01" NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60- 1.5 (Generally only contracts or subcontracts of $10,000 or under are exempt). Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance, U.S, Department of Labor. SF-LQU be -filed tqy: (A) All private employers who are: (1) Subject to Title VII of the Civil Rights Act of 1964 (as amended) with 100 or more employees. (2) Subject to Title VII who has fewer than 100 employees, if the company is owned or affiliated with another company, or there is centralized ownership, control or management so that the group legally constitutes a single enterprise, and the entire enterprise employs a total of 100 or more employees. (B) All federal contractors (private employers), who: (1) Are not exempt as provided for by 41 CFR 60-1.5 (2) Have 50 or more employees, and a. Are prime contractors or first -tier subcontractors, and have a contract, subcontract, or purchase order amounting to $50,000 or more; or b. Serve as a depository of Government funds in any amount, or c. Is a financial institution, which is an issuing, and paying agent for U.S. Savings Bonds and Notes. Agreement No. 6288 M -MZMWUM� NAM- D LAK)IR III ',IIC)r , W-WKILIRS RI �Sl ',I[A'NEIC, WIVIA1 rIR0 1 0 "Wv"Ifl " MVr'01 [16A,CI KJhAlk AMOHNH COMP,"NY NNIAI: C C OMWAINY ADI M: SS I CI NI IIIMMIBER I NAM OYI-K IIJI-NIII CA11011, I UMBER DUNS NUM41: R The Undersigned currently holds a contract with . ............................. ..... . . ................. — involving funds of the U. S. Government, or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract, and in accordance with Executive Order 11246, the undersigned is obligated not to discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. This obligation not to discriminate in employment includes, but is not limited to the follow: 1. Hiring, placement, upgrading, transfer or demotion; 2. Recruitment, advertising or solicitation for employment; 3. Treatment during employment; 4. Rates of pay or other forms of compensation; 5, Selection for training, including apprenticeship, and 6, Layoff or termination. This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Executive Order 11246. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Al JI I OIRIVI rj[ 1-110M kAPAE Ab11'U,',VI D 01 1 MIAI ",do'-;ANA )kL DA 11: ITHL/4 APA,01'r Agreement No. 6288 (X;P,APANYNAM1 �N= FVX* =3 I M-NoM =*a l \A,'I OYI I) f 1) F h I I I I C All0 N N l�A 3 L I I WWC,01 I RAC'I UGl 1 AK 140)MH —'M 11IS N, WBI: R Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the U. S. Department of Housing and Urban Development and the body awarding this federally assisted construction contract: 1; . No Federal appropriated funds have been paid by or on behalf of the above named firm to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of and Federal grant, loan or cooperative agreement, and any extension, continuation, renewal, amendment, or modification thereof, and; 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract, grant loan, or cooperative agreement, the above named firm shall complete and submit Standard Form-LILL, "Disclosure Form to Report Lobbying", in accordance with its instructions, and; 3. The above name firm shall require that the language of this certification be included in the award documents for all sub -awards at all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreement) and that all sub - recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. AUNCRI/I ) 'TIQA1 11'4�'VAl P'W N KAl i'1 If:;) 011 la IA.l, IIII G /CA PAC'l Y Ald CRIM)OHICIA1 ��IGIAIHkl DAIE Agreement No. 6288 EXHIBIT 13 COUNTY LOBBYIST CODE CHAPTER 2.160 COUNTY ORDINANCE NO. 93-0031 CERTIFICATION Name of Firm: Address; State: Zip Code: Telephone Number: ( Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the Los Angeles County Development Authority (LACDA). 1) It is understood that each person/entity/firm who applies for a Los Angeles County Development Authority contract, and as part of that process, shall certify that they are familiar with the requirements of the Los Angeles County Code, Chapter 2.160 (Los Angeles County Ordinance 93-0031) and; 2) That all persons/entities/firms acting on behalf of the above named firm have and will comply with the County Code, and; 3) That any person/entity/firm who seeks a contract with the Los Angeles County Development Authority shall be disqualified therefrom and denied the contract and, shall be liable in civil action, if any lobbyist, lobbying firm, lobbyist employer or any other person or entity acting on behalf of the named firm fails to comply with the provisions of the County Code. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into contract with Los Angeles County and the Los Angeles County Development Authority. Authorized Official: By: ......._ .. (Conu tor) (S'ignawre ) (Dare) (Title) Agreement No. 6288 NON -COLLUSION DECLARATION Every bid on every public works contract of a public entity shall include a declaration under penalty of perjury under the laws of the State of California, in the following form: | am (Print Name/Title) ---------------------- of (Print Company Name) ________---___-_-. the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, cmmpany, association, organization, orcorporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in afa|se or sham bid. The bidder has not directly orindirectly colluded, conspired' connived, oragreed with any bidder mranyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indinect|y, sought by agreement, cmmrnunication, 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. All statements contained in the bid are true. The bidder has not, directly or indirect|y, submitted his orher bid price orany breakdown thereof, or the contents thereof' or divulged information or data relative thereto, to any corporation' partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay' any person or entity for such purpose. Any person executing this declaration on behalf ofa bidder that is acorpmmtion. partnership. joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute' and does execute' this declaration on behalf ofthe bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing true and correct and that this declaration is executed on -------- [date], at ------ [city], ___[statJ Authorized Signature Title Name ofCompany co O 00 O (\J U-) 00 M N N N O O Z m m .Q Ow O U Q Z O U w O U W O rr a I Y w Lu o � Agreement No. z3a1 O Z J O 07) O LU S' 0', z O m~ 0 =zx F ❑ Q �O~ U LL U) n O � craw, wQ Qa LL O 00 } Q I ❑ F U ❑ W ❑ ❑ Z Y Q Ol IE "1S 2J010 0 Oµ to O O y O 'I. N W O w O m O w Z F � U ¢ J U SNOIldW3X3 ''.. N ON!OlOHH-LI ''.. d0 "ON ww ',.. LU� w_ in of 7 U zw CD U) Z J U Z O ❑ O Q H 0 ❑o 7 Z O z Z Q N wa Z N c m L � m� a a C m O J p U 80 m � L n 3 J O C � l0 c m U U T CJ E � f0 tplr m n W ❑ m >_ U U) w m U O) 7 o O N >. � 3 « O � O U U m p c E o � c U n U Ul N o c E d O N E a c o U o t E '0 a m d o O N N c na N ° ma 3 0 rn m �> 3 m E o _ m c « a 0 o g a E c m O U p N N j n n C C L U « U a U . O N UI y E m � d $ m `0 4 - N >, E N G7 U — ... C N c m o m 3 0 aL N U m c « m p m c a � C O U li O c m o m - a O .J OI U [p rn E o � O U ❑ � ` N a O a c o E O T O O U U o m o " m 3 a o N O U « a LL c O O IO y 2 U O f0 N T m 3 c m 0 a - c LL - O O OU O n n 0 3 0- 0 c 0 c T m E s m 10 N ❑ 6 E � � O 7 p m o n c c o a� o c o � � h m L M O OU S w d o O '= C U O" -O E m LL o'�c U vU _ N O d D �n m C U, 0 oU � m� LL o E N 6 C O T o E Z O N m .o Cl) C) z ❑ IL Lli 10 LL z Lli M LLI CD z E LL. ui of Lli 2 m 0 U) z 0 Li C) x Li 9 Agreement .............. No. 62,88 0 0 Qr 0 0, F--b L) Q < 0 < Z IL x LLJU w LL ma w d Z w 20 z Z LU (D 2 uj w uj < U, O > 0 Z3 0 ui LL, U) '0 D_ 0 U_ z < < 0 C-) UJ 11 0 z 0 00 0 =J 0 > w LU X J F_ U) w uj 'O<W0 W Z Lj z z 5 0 0 LL < w 03 0 0,10 O 0 > m m 0.-1 0 E U) a) C) -cc ' co < C) 0 CL C 2 cc) -a vEn C: Q) M - Bb 7all CD L) E E 2 0 0 > 0 65 0 f t.c 0 Q) — E -0 cc 2 (L) m m C_ cc 0 c6 �5 _0 0 CU :1E m U) C� Cc: <0-.S cc �5 a- t t 6 :2): ar-) Q) a 0 M- :; ca ru Q) M -0 -@ -0 U) c: . 0 0 2 .2 0 U) cn m c: m E -6 -0 AM:- cn m_0 .2 CL (D 0 010 - ,a, SM E E -0 a) -0 2 -0 a) 'm-, ui -E 0) >1 cu �c - a) a) U) a, 0.�] ID 0 0 0 N IL C: > 0 C)- — 0 _0 4) — am) > cc: a) Qll M a) 0 an) a) :s �t= m =C - 0. -ra: _021 N 0, cm I_- a) M C: E 2 -0 .0 - 0 a) < 0 a) E 0 -2 a) 0 0 1:1, (,DL.0 .0 C, ca zu, a) >, . _0 IL C'a a) CL -0 0 u C 0 :3 -0 m c') a) -J cm E 4� T E 6 0 - 0 ❑ M Cl) (cu: '0 C) > m 0 ii cn —Iu -0, -0 m Cl. 0 0� M-O 0 L a) a) R :UE) a)) 20 < E Ln a) a) m (n -0, L) a) �3 C'll 2 U) F_ > M __ 0 cl) E2 (1) LO a: :IEZ ° '0 0 0 c a) M 0 M LLJ z 0 .0) 0,_E_ c 6 -a c : mL c,d LLJ co c: 2— CL m -0 U) ID E m 0 Li > a) 0 (D c -0 D P? U) E 0 -M �6 Q) �5 E (D z -0, -0 m Q) (D cu In -0 a) L 0 0 m a) 4,� 'f I E lcu 0 > 0 m x C -0 0 0 , - - cn �T LL LLJ a) a) C, a) a) a) (D '4 U) m 2 0 0 — Cl..'Cl c 65 0) c Of m 0)-D C"j Ea O c r-_ 45 El E U) C� CO m a) 0) 1: 0 m- M cr c 0 m 2 L) -a co ca Vv a) a) Q) E cj 0 2 �; c) b Q_'W 2 m -0 ?: — (D L) m 'n CL EXHIBIT 16 Contractor Fringe Benefit Statement Agreement No. 62ss Project Name- Contractor / Subcontractor: Bid Package or Sub To: �Today's Date: Business Address: Contractor's License No.: Phone: Fax: In order that the proper Prevailing Wage Rates can be verified when checking payrolls on the above project, the hourlrates for fringe benefits, subsistence and/or travel allowance navnnents to employees. of the various classes of work, are to be tabulated below. _, m., , ,,, Classification: Bid „�,.,,............. Advertisement Date. Subsistence or Travel: Required: Y E N ❑ Determinations $ Group/Period: Increase Date(s): Indicate where fringes and training are paid. Indicate "cash to employee" when fringes are paid to the employee in their Base Rate:$ wages. Health & Welfare Paid To: Name: $ Address: cn c,;Pension Paid To Name: a) � $ Address: m Vacation/Holiday Paid To: Name: (L L $ Address: oOther Paid To: Name: Q $ Address: WTraining Paid To: Name: $ Address: Total Rate: Classification: Bid Advertisement Date: Subsistence or Travel: Required: Y ❑ N E Determination: � Group/Period: Increase Date(s): Indicate where fringes and training are paid. Indicate "cash to employee" when fringes are paid to the employee in their Base Rate:$ wages. Health & Welfare Paid To: Name: $ Address:. c Pension Paid To: Name: a) $ Address: E ca Vacation/Holiday Paid To: Name: a$ L Address: Other Paid To: Name: $ Address; W Training Paid To: Name: $ Address: Total Rate: Revised fringe benefit statements must be submitted during the progress of work if a change in rate or pays for an worK ciassUncaiion is Undue. Submitted B : Please Print Title / Position: Signature: Agreement No. 6288 (Next Page) HIERVINEEMEM "General Decision Number: cx2e210022 11/12/202 BE= Agreement No. 6288 Superseded General Decision Number: cx202e0022 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Los Angeles County in California, auzLozms comsmmzznm pmosos; oxsmszma pmoscrs (does not include hopper dredge work); xcAvv cumsrnmzzom vnuzcro (does not include water well drilling); *zsxwxv mwsrnucrzow pnozecrs Note: Under Executive Order (so) zaasn' an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis -Bacon Act for ^m/cn the contract is awarded (and any solicitation was issued) on or after January z^ oers. If this contract is covered by the su^ the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the so and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in zy cpn s.s(a)(z)(ii) (or the eo minimum wage rate^a it is higher than the conformed wage rate). The m minimum wage rate will be adjusted annually. Please not" that this eo applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts' inczvumo those set forth at xy cpn s.z(a)(z) (sm). ouuiuunaz information on contractor requirements and worker protections under the eu is available at www.aoz.uov/wxu/oovcontracts. Modification Number Publication Date o 01/e1/2021 z 01/e8/2021 2 ez/os/zozz a oz/xz/zmzz 4 ea/os/zwzz s oa/zo/zezz a ms/zs/zoaz r or/za/zmzz u e7/3e/2021 o *8/0e/2e21 10 ou/zs/zazz zz 08/20/2021 12 me/z»zmzz zs za/ez/zozz 14 10/08/2e21 is 10/zs/2*21 ze 10/22/2021 17 10/29/2e21 za 11/12/2021 ^aasomes-002 emez/zezz Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) ..... $ ^,.zs 24.45 Fire Stop Technician (Application of pirestuppino Materials for wall openings and penetrations in walls, +zvvrs^ ceilings and curtain walls) ........................... $ 32.09 ------------ --~------------- 19.e6 ---------------------- xsaemaos-00w 07/e /am2z Rates Fringes oups:8mam.povhwaqe-detannmationKCx20210022/18 HM Agreement No. 6288 Asbestos Removal worker/hazardous material handler (Includes preparation, wetting' stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or nct)....$ 22.40 zs.o/ Rates Fringes BOILERMAKER..... ...46.03 38.81 ----------------------------- -----------~ ~ oncxomm«-mn os/eu/zmza Rates Fringes BRICKLAYER; mxxaLs SETTER ..... ...$ 41.53 19.48 *The wage scale for prevailing wage projects performed in Blythe, China lake, Death vazzev' port zmun' Twenty -Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($a.mo) above the standard can Bernardino/Riverside County hourly wage rate __......... -------------- ---------------- _________ enc«0018-004 06/01/2019 Rates Fringes *«nee FINISHER ....... ....... ''..* 33.43 14.11 rra prmzso n_.......'..'..._$ 28.23 12.65 rra LAYER ......... ___ ...... $ 4e.07 18.36 ---------------------------- ---`--------------- ancxoem-eue e9/01/2020 Rates Fringes rsnnxZZo FINISHER ....... .........$ 33.66 14.20 TsnexZZn WORKER/SETTER. ....... _$ 41.60 14.73 ------------------------------------------------------- ____ ompozza-mu e7/01/2021 Rates Fringes cxxpswrex (z) Carpenter, Cabinet Installer, Insulation z^,tazzer^ oaruwnuu Floor Worker and acoustical mstaoer.................. 51.60 16.28 (z) Millwright ..............$ 52.10 16.48 (s) pileurivermen/oerrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or scowman' nocxszinaor^ s»inmzer (cnmmerci*z)................ $ 51.73 16.28 (4) Pneumatic Nailer, Power Stapler ............... $ 51.85 »u.zo (s) sawfizer............... $ sz.e* 16.28 (a) sca++ozu Builder ..... ..$ 42.80 16.28 (r) Table power Saw puormnTs: wnrx of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel x-Beams driven or placed in pre- drilled holes, for that portion of a zaoueu trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): *o.m per hour additional. ............. ............ ----------------------- ------^ owP0213-002 07/01/2021 Rates Fringes xttp ://s m 1nm22/1n 2/20 11/13/21. 11:05Aw Diver (1) Wet .....................$ ua*.vo 16.28 (2) Standby ........... ....'.$ 44e.84 16.28 (a) Tender .......... .—....'$437.»* 16.28 (4) Assistant render..'.....$ 413.8* 16.28 Amounts in ""Rates' column are per day ----- ___------------------------------- ___________ c»nw0213-004 e7/e1/2021 Rates Fringes Drywall ouvwxLL zwsrxLLEx/Lxrx x...'$ 51.60 16.28 STOCKER/SCRAPPER ............ o 22.16 8.62 ...................... -~~------------ --~---------- mmporzz-mmz uvxa/xozz Rates Fringes Modular Furniture Installer ...... 21.85 7.15 -------------------------------- ________________ Rates Fringes c/scrnzcIAw (Imszms sLscrnzuvL WORK) Journeyman Electrician ...... $ 53.50 sz+zu.uz sLsrrxzcIAN (zwrsuznsw/ rnAmspoxmxzow sysre*s street Lighting, Traffic Signals, ccrv'an* Underground Systems) Journeyman Transportation Electrician ................. $ 51.30 s%+zn.or FOOT wns: CABLE spocso u zwsrnmnswr psnsuw: msieve s% additional per hour above Journeyman Electrician basic hourly rate. TUNNEL WORK: 10% additional per hour. SCOPE OF WORK - TRANSPORTATION svSTsns sLscrxzczmx: Installation of street lights and traffic sxmnazs,inczuuino electrical circuitry, programmable controllers, pedestal -mounted electrical mete, enclosures and laying of pre -assembled multi -conductor cable in ducts, layout of electrical systems and communication installation, including proper position of trench depths and radius at duct banks, location for man holes, pull boxes, street lights and traffic signals. Installation of underground ducts for electricaz^t°zepmone^ came television and communication systems. n"zzinu.tenmna,ion and splicing of traffic signal and street lighting conductors and electrical systems including interc^nnectuetect"r umn^ fiber optic cable and video/cable. TscxmzcIAm; Distribution of material at job site, manual excavation and vacxa/z^ installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect, detector zcwp^ fiber optic came and video/data. - ------------------~—------------ COsMUNImTIoNSuSYSTEMsWORK(excludesany work on Intelligent Transportation Systems or CCTV highway systems) Rates Fringes Communications System Installer .........,^z.sx 3%+1*.33 Technician ...... ............$ 3330 s%+or.ea Agreement No. 6288 SCOPE OF WORK The work covered shall include the ME= installation, testing, service and maintenance, of the 4n[88Ol8Of NO. 6288 following systems that utilize the transmission and/or transference of voice, sound, vision and digital for commercial' education, security and entertainment purposes for ry monitoring and surveillance, background foreground music' intercom and telephone interconnect' inventory control systems, microwave transmission, multi -media, multiplex, nurse call system' radio page' school intercom and sound, burglar alarms and low voltage master clock systems. A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems scxox (Supervisory control/data acquisition pca (Pulse code modulation) Inventory control systems Digital data systems anmu»anu & uaseuanu and carriers Point of sale systems vsxT data systems Data communication systems np and remote control systems Fiber optic data systems B. Sound and Voice Transmission/Transference Systems Background -Foreground Music Intercom and Telephone Interconnect systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems sc»"oz Intercom and Sound Systems Burglar Alarm systems Low -Voltage master clock Systems Multi-Media/Multiplex Systems Telephone Systems xp systems and Antennas and wave Guide C. *Fire Alarm Systems -installation, wire pulling and testing. D. Television and Video systems Television Monitoring and Surveillance Systems Video Security Systems vm,v Entertainment Systems Video Educational Systems CATV and CCTV E. Security Systems, Perimeter Security Systems, Vibration Sensor Systems Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems *Fire Alarm Systems z. Fire xzamo-zn Raceways: Wire and cable pulling in raceways performed at the current electrician wage rate and fringe benefits. z. Fire Alarms -Open Wire systems: installed by the Technician, ........ ~-------------- ------------------ ---------- Rates Fringes LINE cowsrnocTIuw (z) Lineman; Cable snlicer..$ 60.19 zz.e^ (2) equipment specialist (operates crawler tractors, commercial motor vehicles, uack»ues^ trenchers, cranes (sn tons and below), overhead m underground distribution line equipment) .......... .$ wo.*o 20.73 (s) arounmnan............... « 36.76 20.33 (4) pvwuaman............... $ szm 18.79 xo/zox,s: New Year's Day, M.L. nimm oav^ Memorial Day, Independence Day, Labor Day, Veterans Day, Txanusummo Day and day after Thanksgiving, Christmas Day —~~------------ ------------------------- ^---------` Rates Fringes puuTuure: a. *mm vxcATzow: Employer contributes ux of regular hourly rate as vacation pay credit for employees with more than s years of service, and s% for a months to s years of service. o. px/o xn000vs: New Year's Day, Memorial Day, Independence oav^ Labor oav' veterans' oav^ Thanksgiving oav^ Friday xu»s:8sam.00v/wan*uetenninauonxCa20210022/18 4120 RNERREMORM after Thanksgiving, and Christmas Day, SAM.gov Agreement No. 6288 ENGIO012-003 07/01/2020 Rates Fringes OPERATOR: Power Equipment (All Other Work) GROUP 1................. _ $ 48.25 27.20 GROUP 2.................... 49.03 27.20 GROUP 3.............„..„,,,$ 49.32 27.20 GROUP 4....................$ 50.81 27.20 GROUP 5....................$ 48.96 25.25 GROUP 6....................,$ 51.03 27.20 GROUP 8....................$ 51.14 27.20 GROUP 9....................$ 49.29 25.25 GROUP 10....................$ 51.26 27.20 GROUP 11....................$ 49.41 25.25 GROUP 12..............„„..,.$ 51.43 27.20 GROUP 13............... .„,„$ 51.53 27.20 GROUP 14.................... 51.56 27.20 GROUP 15..............„..,..$ 51.64 27.20 GROUP 16....................$ 51.76 27.20 GROUP 17..............„,....$ 51.93 27.20 GROUP 18....................$ 52.03 27.20 GROUP 19....................$ 52.14 27.20 GROUP 20..................<.$ 52.26 27.20 GROUP 21....................$ 52.43 27.20 GROUP 22............. ....... $ 52.53 27.20 GROUP 23................„...$ 52.64 27.20 GROUP 24..................„„$ 52.76 27.20 GROUP 25..............„,,.,.$ 52.93 27.20 OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting) GROUP 1....................$ 49.60 27.20 GROUP 2....................$ 50.38 27.20 GROUP 3............. „...... $ 50.67 27.2e GROUP 4.............. ..... .$ 50.81 27.20 GROUP 5....................,$ 51.03 27.20 GROUP 6..................„,$ 51.14 27.20 GROUP 7................ _ $ 51.26 27.20 GROUP 8.............. ...... $ 51.43 27.20 GROUP 9....................$ 51.60 27.20 GROUP 10....................$ 52.60 27.20 GROUP 11............. ...... .$ 53.60 27.20 GROUP 12....................$ 54.60 27.20 GROUP 13.....................$ 55.60 27.20 OPERATOR: Power Equipment (Tunnel Work) GROUP 1................„.,.$ 50.10 27.20 GROUP 2....................$ 50.88 27.20 GROUP 3.............„......$ 51.17 27.20 GROUP 4.................„,.$ 51.31 27.20 GROUP 5...................:.$ 51.53 27.20 GROUP 6....................$ 51.64 27.20 GROUP 7............. ..... ..$ 51.76 27.20 PREMIUM PAY: $3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator -inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman https://sam.gov/waqe-determination/CA20210022/18 5/20 Gnou 2: Asphalt -rubber plant operator (nurse tank operator); 4n[88Ol8Of NO. 6288 Concrete mixer operator -skip type; Conveyor operator; Fireman; Forklift operator (includes zoeu^ lull or similar types over s tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); petromat zavdvwn machine; pzu side uum jack; screening and conveyor machine operator (or similar types); skipzvauer (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GRoUPa: Asphalt -rubber blend operator; Bobcat ursimilar type (Skid steer); Equipment greaser (rack); puru Ferguson (with uragtvne attachments)/ Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator oxoop v: Asphalt plant fireman; oacm`oe operator (mini -max or similar type); Boring machine operator; ooxman or mixerman (asphalt or concrete); cxin spreading machine operator; Concrete cleaning decontamination machine operator; Concrete pump Operator (small portable); oriomo machine operator, small auger types (re,oma super ecvnumatic or similar types Hughes �0 or �* or similar types drilling depth of ao' maximum); Equipment greaser (grease truck); Guard rail post driver operator; xiu»line cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); power concrete curing machine operator; power concrete saw operator; Power -driven jumbo form setter operator; power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to o +t.); vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift). GRoUPa: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener/ Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; oerrickman (oilfield type); Drilling machine operator, bucket or auger types (calwelu sae bucket or similar types Watson 10e0 auger or similar types re,oma sao, sym or snm auger or similar types drilling depth of 45' maximum); Drilling machine operator; xvuroarapmc seeder machine operator (straw, nuzn or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal +uzz slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary -Johnson -Bidwell or similar); micro tunnel system (uezmu ground); pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including zs yds. struck); Self-propelled tar nip,zinina machine operator; skipzoauer operator (crawler and wheel type, over a/* yd. and up to and including z-z/z yds.); Slip form nvmn operator (power driven hydraulic lifting device for concrete forms); Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including o-s and similar types); Tugger hoist operator (1 drum); ultra high pressure waterJet cutting tool system operator; Vacuum blasting machine operator GROUP a: Asphalt or concrete spreading operator (tamping or -Finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; oackxue operator (up to and including 3/4 yd.), small +vru^ Case or similar; Cast -in -place pipe laying machine operator; combination mixer and compressor operator (uunite work); cmnnacmr operator (self-propelled); concrete mixer operator (paving); crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (calwelu 150 bucket or similar types Watson 1500^ zoae zsma auger or similar types rexuma ram' aeo auger or similar types drilling depth of em' maximum); Elevating grader operator; Grade checker; orauao operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo ualzi,te regulator or similar type; xolman belt loader and similar type; Le rourneau uzo* compactor or similar type; Loader operator (Athev' cuczm' sierra and similar types); mubark Chipper or similar; Ozzie pauuer or similar types; P.C. slot saw; pneumatic concrete placing machine operator (xaculev-presswezz or similar type); ME= pump rete gun operator; Rock Drill or similar types; «nta'v 4n[88Ol8Of NO. 6288 drill operator (excluding caisson type); Rubber -tired earth -moving equipment operator (single engine, caterpillar, cucziu. Athev Wagon and similar types with any and all attachments over zs yds. up to and including se cu. yds. struck); Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber -tired scraper operator (self -loading paddle wheel tvpe'znxn Deere, 1040 and similar single unit); Self- propelled curb and mutter machine operator; Shuttle buggy; suioloauer operator (crawler and wheel type over z-z/z yds. up to and including a-oz yds.); Soil remeuiation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than o-s 100 flywheel n.n. and over, or similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and benung machine operator; Trenching machine operator (over a +*. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over e ft depth capacity): Ultra high pressure waterje, cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman smmp xw: Drilling machine operator, Bucket or auger types (calwezu 200 a bucket or similar types -Watson amm or sOOO auger or similar types-Temom� emm auger or similar types -drilling depth of zos' maximum); Dual drum mixer' dynamic compactor Locaso (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except 0vau s cat.); Rubber -tired earth -moving equipment operator (single engine, over sw yes. struck); pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single engine, over sw yds. struck); Rubber tired earth moving equipment operator (multiple engine, suczm^ caterpillar and similar over zs yds. and up to sm yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar puumill equipment) snoup 11: Heavy Duty Repairman Welder Combination, Welder Certified. anoup 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (calwezu' auger 200 cx or similar types Watson, auger oemo or similar types Hughes super Duty, auger am or similar types drilling depth of zrs' maximum); Hoe ram or similar with compressor; Mass excavator operator less txa /se cu. yards; Mechanical finishing machine operator; pmmze form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, suczm^ Caterpillar and similar type, over so cu. vas. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading two (2) or more units) GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including zs yds. struck) suuup zv: canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a second niece of equipment: $1.00 per hour additional); Wheel excavator operator (over rsm cu. yds.) axnop zs: Rubber -tired earth -moving equipment operator' operating equipment with push-pull system (single engine, Caterpillar, Euclid, vt»ev Wagon and similar types with any and all attachments over zs yds. and up to and including sm yds. struck); Rubber -tired earth -moving equipment operator' operating equipment with push-pull system (multiple engine -up to and including 2s yds. struck) smuup zs: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over se yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system MURIJONIMIGNM (multiple engine, Euclid, Caterpillar and similar, over 25 4n[88Ol8Of NO. 6288 yds. and up to sa yds. struck} GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine' Euclid, Caterpillar and similar' over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) oROUPm: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units single engine, up to and including as yds. struck) snoup ze: Ro*ex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units single engine, Caterpillar, svclm^ vtxey Wagon and similar types with any and all attachments over as pus.anu up to and including sw cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units multiple engine, up to and including zs yds. struck) GROUP ae: Rubber -tired earth -moving equipment uperator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units single engine, over ua yds. struck); Rubber -tired earth -moving equipment ^verscur^ operating in tandem (scrapers' belly dumps, and similar types in any combination, excluding compaction units multiple engine, Euclid, Caterpillar and similar, over zs yds. and up to sm yds. struck) GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, uezzv dumps and similar types in any combination, excluding compaction units multiple engine, Euclid, Caterpillar and similar type, over sm cu. yds. struck) GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, vv to and including us yds. struck) axoup 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Atnev Wagon and similar types with any and all attachments over zs yds. and up to and including sm yds. struck); Rubber -tired earth -moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including zs yds. struck) axoup z^: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, over sw yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, suczm^ Caterpillar and similar, over as yds. and up to sm 'us. struck) Gxmup zs: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine' suczm^ Caterpillar and similar type, over sa cu. yds. struck) cRAwss^ pzoourvzma AND xozsrzma EQwzpmsmr cmSszpzuwzoms axnup z: Engineer oiler; pork lift operator (includes zueu^ /uzz or similar types) snoup x: Truck crane oiler ancmp a; x-frame or winch truck operator; Ross carrier operator (jobsite) anoup *: Bridge -type unzoauer and turntable operator; Helicopter hoist operator axoup s: Hydraulic u^vm truck; Stinger crane (Austin -Western or similar type); rummer hoist operator (z arum) xnpa://nam.povkwanemeteminationxCx20210022/18 8/20 sum onuop a: Bridge crane operator; cretor crane operator; Hoist 4n[88Ol8Of NO. 6288 operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (vagtuoro and similar types); Material hoist and/or manzi+t operator; Polar gantry crane operator; self Climbing scaffold (or similar type); Shovel, uacx»oe^ urawzine^ czamshezz operator (over 3/4 yd. and up to s cu. yds. mrc); Tugger hoist operator snoup r Pedestal crane operator; Shovel, uacxhoe' urwgline^ czamsne/l operator (over s cu. yds. mrc); rower crane repair; Tugger hoist operator (a drum) snoup a: crane operator (up to and including zs ton capacity); crawler transporter operator; Derrick barge operator (up to and including zs ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including zs ton capacity); s»nvez^ backrme^ uragzine, czams»,ll operator (over r cu. yds., M.xz.) sROUPe: Crane operator (over 25 tons and urtnand including sm tons mrc); Derrick barge operator (over zs tuns up to and including sm tons mrc); *imozine cableway operator; Hoist opemtvr, stiff legs, evv derrick or similar type (over 25 tons up to and including so ton, mrc); x-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons snnup o»: Crane operator (over so tons and up to and including zmo tons mrc); Derrick yawr operator (over se tuns up to and including zmu tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over sm tons up to and including 100 tons mrc), Mobile tower crane operator (over sm tons, up to and including 100 tons w.n.c.); rower crane operator and tower gantry GROUP 11: crane operator (over mm toms and up to and including 200 tons mrc); Derrick barge operator (over zua tons up to and mczuumz zaw tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over oae tons up to and mczvain: zoo tons mrc); Mobile tower crane operator (over zeo tons up to and including zmo tons mrc) snoup zz: Crane operator (over 200 toms up to and including sma tons mrc); Derrick barge operator (mer am tons up to and including aoo tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over aoe tons, up to and including amm tons mrc); Mobile tower crane operator (over ume tons, up to and including aow tons mrc) onou* zs: crane operator (over am toms); Derrick barge operator (over saw tons); Helicopter pilot; xoist'opemtor^ stiff zegs, Guy derrick or similar type (over seo tons); Mobile tower crane operator (over amm tons) romweL cLAsszpzc^xzoms smmp z: sxinzoauer (wheel type up to 3/4 yd. without attachment) snuup z: Power -driven jumbo form setter operator anoup a: oinker locomotive or motnrn^rson (up to and including zo tuns) mnuup 4: Bit sharpener; Equipment greaser (grease truck); suv form pump operator (power -driven hydraulic zsai^g device for concrete forms); Tugger hoist operator (z drum); Tunnel locomotive operator (over za and up to and including ao tuns) *noup s: uacx»oe operator (up to and including 3/4 yd.); Small p^ru^ case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athev^ Euclid, sierra and similar types); Mucking machine operator (1/4 xu.^ rubber -tired, rail or trace type); pneumatic concrete placing machine operator (oackzev-presswezz or similar type); pneumatic heading shield (tunnel); pumncrete nun operator; Tractor compressor aroz combination operator; Tugger hoist operator (z drum); Tunnel locomotive operator (over aw tons) GROUP 6: Heavy Duty Repairman nupv://omm oo22Ma e/20 11/13/21, 11:05AM GROUP r: Tunnel mole uo,im: machine operator, smszmesns ZONES $1.00 additional per hour for al/ of zpPcmmL County and the portions of KERN, nzvsxszos & smv osxwxxozmu counties as defined below: That area within the following Boundary: Begin in San Bernardino cnumv^ approximately s miles we of the intersection of z-zs and the California state line at that point which is the ww corner of Section z, rom^m x»*E, San Bernardino Meridian. Continue y in a straight line to that point which is the sw corner of the northwest quarter of Section a^ rz/s, wms, rt. Diablo Meridian. Continue North to the intersection with the znyo county Boundary at that point which is the ms corner of the western xaz+ of the northern quarter of Section o, Tzss, wos^ nom. Continue w along the znxo and San Bernardino cnumv boundary until the intersection with Kern County, as that point which is the as corner of Section a*^ Tzos^ R40s^ aux. Continue y along the znv" and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the se quarter of Section az^ r24s^ nsys^ MD*. Continue w along the Kern and Tulare County boundary, until that point which is the ww corner of rzss^ xazs' MDM. continue s following xaae lines to the mw corner of rszs' nszc' mon. Continue w to the NW corner of T31s^ w31s, MOM. Continue s to the sw corner of Tazs^ x31s, MDM. continue w to sw corner of ss quarter of Section 34^ rszs^ xses' mom. Continue s to SW corner of r11m^ wz,w^ sum. continue s along south boundary of r11m^ sem to sw corner of nzm^ xrw^ zam. Continue s to sw corner of Tem' mw' saM. Continue s along south boundary of rym^ seM to sw corner of Tew^ nzs, sam. Continue s along west boundary of nxc^ sma to Riverside County line at the sw corner of rzs, xzs^ sm*. continue s along south boundary of Tzs^ saM (Riverside County Line) to sw corner of rzs' moc^ sm*. Continue s along west boundary of xzes^ sam to Imperial County line at the SW corner of ms^ nzms^ son. Continue w along Imperial and Riverside county line to mw corner of Tes^ nos' sam. Continue s along the boundary between Imperial and San Diego Counties, along the west edge of xys^ sam to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, men north to Nevada state zme^ men continuing ww back to start at the point which is the NW corner of section z^ rzrw^ n14s^ saM $1.00amitionaz per hour for portions ofsAN mIS OBISm' KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary: Begin approximately s miles north of the community of c»ozame' on the Monterey cxumv and San Luis Obispo cnvrtv boundary at the ma corner of rzss^ nzas^ rt. Diablo Meridian. continue south along the west side of xzse to the sw corner of Taes' xzac^ pmm. continue e to ma corner of raos, nzvs, Mom. continue s to sw corner of r31s' xzrs. MDM. Continue s to sw corner of Tazs^ xzos^ mom. Continue s along west side of nxms^ Mom as it crosses into San Bernardino Meridian numbering area and becomes xsew. rvzzow the west side of nama, snm to the sw corner of Tym, xawu^ snn. Continue s along the south edge of rsw, Sem to the Santa Barbara County and Ventura County boundary at that point wxcx is the sw corner of section 34.r9m^ x24w^ sa*^ continue s along the Ventura county line to that point which is the SW corner of the ss quarter of Section aa^ rvm^ uae' som. continue s along the south edge of r/w^ sam to the ss corner to rvm' nzo*' ssm. Continue m along East side of xazw, sem to Ventura County and Kern County boundary at the ms corner of mw^ xzoa. Continue w along the Ventura County and Kern county boundary to the ss corner of rsw, nzzw. Continue North along the East edge of nzxW' som to the ms corner of rzzw^ xazw^ som. Continue West along the north edge of r12m^ smn to the ss corner of Taxs' nzzs^ MDM. [r12m saw is a mink strip between r11m son and Taas MOM]. continue North along the East side of x21s^ MoM to the Kings County and Kern County border at the ms corner of russ^ nzzs, MoM^ continue west along the Kings county and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo covrtv boundary until the intersection with Monterey County. Continue west along the Monterey County and San Luis Obispo County boundary to the beginning point at the ww corner of rzss' xzse, nnm. Agreement No. 6288 Imm Agreement No. 6288 $2.0e additional per hour for zNYn and mowo Counties and the Northern portion of SAN BERNARDINO County as defined below: That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section zr' rzmm^ nzzs, pt. maozn Meridian. Continue s then ss along the entire western yuvnuar/ of mono County, until it reaches znvu cuumx at the point which is the us corner of the Western xaz* of the au quarter of section z^ rus. nzes^ MOM. Continue sse along the entire western boundary of znyo County, until the intersection with Kern County at the point which is the sy corner of the ss 1/4 of section az^ r24S^ xars^ mmn. Continue s along the znvv and Kern County uv"nuar' until the intersection with San Bernardino County at that point which is the ss corner of section a«, r»*s, wms' MDM. Continue s along the znyo and San Bernardino county boundary until the point which is the ms corner of the Western »az+ of the wy quarter of Section s^ rzss' n^zs^ mon. Continue s to that point which is the sw corner of the mu quarter of section s, rars^ o42s, MuM. Continue c in a straight line to the California and Nevada state border at the point which is the my corner of section z^ rz/m^ xs^c^ San Bernardino Meridian. Then continue mw along the state line to the starting vumt which is the center of Section 18^ rImw, nzzs^ mo*. nsmxzwzws AREA NOT ospzwso xaovc RECIEVES mue nxre -------------------- ----------------- ------------------- ____ smsIO012-004 oo/oz/xmxm Rates Fringes wpenxrun: Power Equipment (onsmszws) (z) Leveman.............. ..$ 56.40 30.00 (z) ommme dozer ......... —.$ sm.*a 30.00 (a) mskmate................ $ 50.32 ae.+o (4) wmc» operator (stern winch on uredoe).......... 49.77 30.00 (s) Fireman -Oiler, oecmmnu^ Bargeman, Le"eexana................. *y.za 30.00 (a) Barge Mate ............. .$ *e.84 30.00 Rates Fringes zxomwnxxsn Fence Erector ........... ....$ 34.58 z^.00 ornamental, Reinforcing PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval r+sc Station, Chocolate Mountains Naval Reserve-mi/anu^ Edwards xpu^ port Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, susanvole Federal Prison, zy Palms marine Corps, U.S. marine Base - Barstow, U.S. Naval Air Facility - sealer, Vandenberg vFa $4.ee additional per hour at the following locations: Army Defense Language Institute Monterey, Fallon Air Base, Naval post Graduate School Monterey, vermv Marine corns Logistics center $2.00 additional per hour at the following locations: Port Hueneme, port Mugu, U.S. coast Guard station Two Rock ........ ------------------------- --------------- LAommama-oex 07/01/2021 Rates Fringes �� Brick render..,,,.35.82 20.4e —----------------------- ----------- -------- -----^ Agreement No. 6288 LAaoe3e0-003 or/mu/uozm Rates Fringes LAeonsx (nummsL) oxoup 42.54 21.04 GROUP z........ 42.86 21.04 oxuup a,.......... ...... ....$ 43.32 21.04 sxoup 4....... ....... .'.....$ *4.01 21.0* LAaonsn Gnoup z.—...... ........ 36.39 21.*4 sxoup sa.e^ zz.e* snoup $ 3/.49 zz.e* sxoun 4........ so.e* 21.04 sxoup s—........... _...—.$ a*.sa 21.04 Lxaoxsn CLASSIFICATIONS anouv z: Cleaning and handling of panel forms; concrete screeui^o for rough strike -off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, viler and debris handler; pzam person; Gas, oil and/or water pipeline laborer; Laborer, asphalt -rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of s»ee uvzt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh nvzzino all concrete pouring operations GROUpz: Asphalt shoveler; Cement dumper (on zyd. orlarger mixer and handling bulk cement); Cesspool digger and installer; chvcktenuer; Chute handler, pouring concrete, the handling of the chute from readymi, trucks, such as walls, slabs, decks, +z»nrs^ foundation, +uotmos^ curbs, gutters and sidewalks; concrete curer' impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper not tender and form person; Guinea chaser; oeauer»oaru person asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; power broom sweeper (small); xivrap stonenaver, placing stone or wet sacked concrete; xcto scraper and tiller; Sandblaster (pot tender); Septic tank digger and instaoer(zeau)/ Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, inczvomm caisson ueuower ewmp a: auogymouize person; concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 +t. drill steel or longer; nr/-nak-it machine; Gas, cuz and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi -plate; Kettle person, pot person and workers applying asphalt, zav-kum^ creosote, lime caustic and similar type materials (^^annzvinm^^ means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine' pavement breaker, air blasting, come-azonos' and similar mechanical tools not separately classified herein; pivezayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints' pointing and any and all other services; Rock szinmer; Rotary scarifier or multiple head concrete chipping scarifier; steel »eaueruoaru and guideline setter; Tamper, aaruo, Wacker and similar type; Trenching machine, hand -propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, sharer, lagging, sheeting and 11/13/21. 11:05AM trench bracing, hand -guided lagging hammer; Head rock 4n[88Ol8Of No. 6288 szmmer; Laborer, asphalt- rubber distributor boot person; - Laser beam in connection with laborers' work; oversize concrete vibrator operator, rm lus. and over; pipelavcr performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and,all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air' or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No -joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, pvrta Shot -Blast sxoup s: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal rumwsL LAonnm cuuszpzcxrzoms GROUpz: Batch plant laborer; changemmsenermn; Dump person; nvmn person (outside); Swamper (brake person and switch person on tunnel work); rvnnm/ materials handling person; Nipper; pc^ tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.) emmp 2: chucxtenuer, ca»zetenuer; Loading and unloading agitator cars;; Vibrator person, jack hammer, pneumatic tools (except driller); ouzz gang mvcuer^ track person; Concrete crew, including rouuer and spreader sxoun s: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; lacmeg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; operating of troweling and/or grouting machines; Powder person (primer house); primer person; Sandblaster; sontcrete person; Steel form raiser and setter; Timber person, retimue, person, wood or steel; Tunnel concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work ------------ ---------------------- 03m1/2021 Rates Fringes Asbestos Removal /auor r..'...'..$ 37.49 21.88 scons OF yoxu: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos -containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. ----------------- ---------- ------------ ____________ LAe0e345-001 07/01/2021 Rates Fringes /xanxcn (ouwzTs) anoup z.... *a.se 2e.42 snuop x....... .............. $ *s.ss zo.*a unoup a.......42.01 zu.*z poormors: sumzrc vxeMzum PAY: Workers working from a eusn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing m*nite and/or s»ctcrete work in a tunnel shall receive as cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure' when such structure is in excess of RRIUAMMIMMam 99MM rs'-a^^ above base level and which work must be performed in 4n[88Ol8Of NO. 6288 whole or in part more than rs'-m^^ aumm base level, that work performed above the rs'-o^^ level shall be compensated for at as cents per hour above the applicable classification wage rate. mumzrs LAaoxen cmaszpzc«rznw ammp z xoumen, wozzlemen sROmpz: Gunmen Lxenzza^-ma wr/ez/zozz Rates Fringes Laborers: (mmzzuwTAL oznscrrnmAL onzurmo) (z) Drilling crew Lauorer...$ 38.89 17.10 (z) vemcz, uperat^r/oavzer.* 39.06 17.10 (s) Horizontal Directional Drill Operator ............. .$ 40.e1 17.10 (*) Electronic Tracking Locator ..................... $ 42.e1 17.10 Laborers: (STRIPING/SLURRY ssA4 ummp z..................... $ 40.10 20.12 sxoup 2 .................... 41.** 20.12 sxnup s.....................$ 43.41 20.12 GROUP 4.......... ......... 45.15 20.12 LABORERS - STRIPING CLASSIFICATIONS smmp z: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstons; operation of all related machinery and equipment; equipment repair technician onuop z: Traffic surface abrasive blaster; pot tender removal of all traffic ones and markings by any method (sandblasting, water»lastino^ grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic mruuo» both conventional and moving lane closures; operation of all related machinery and equipment sxoop s: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, wateruzasuna, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference sis^,^ monument markers; operation of all related machinery and equipment; power broom sweeper anoup 4: striper: layout and application of traffic stripes and markings; hot mermn plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment _________________________________ LAno1414-001 08/05/2020 Rates Fringes Lxeoxsx pLAsrsx CLEAN-UP Lxnonsn_.$ 36.03 21.01 Work on a mumg stage scaffold: $1.00 per hour additional. ---------------------------------- --------------- womooaa-ma mrxa/zoza Rates Fringes 11n3/21, 11:05mw RE= Painters: (znczuuu,o Lead 4n[88Ol8Of NO. 6288 Abatement) (z) Repaint (excludes San Diego County) ............. —$ zosy 1r12 (z) All Other Work ....... ...$ 33.12 17.24 REPAINT o+any previously painted structure. Exceptions' work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and spurts facilities. --------------------------------- __................ ........ pxzwee36-006 10/01/2021 Rates Fringes onvwxLL rzwzaxsn/rxpen Antelope Valley North of the +vzzowu^n Boundary: Kern County Line to Hwy. #s^ South on Hwy. #s to Hwy. mz^ East on mz to Palmdale az,u.' to Hwy. #z*^ South to Hwy. #zx^ East to Hwy. #ays........ ...$ s*.sm 22.*2 Remainder of Los Angeles County .................... .^$ 43a3 22.92 -~-----------~-----------'--------- pxzN00aa-ozs ez/mz/zozo Rates Fringes GLAZIER .......................... $ *3.45 23.39 pourmore: Additional $1.25 per hour for work in a condor, from the third (aru) floor and up Additional $1.25 per hour for work on the outside of the uuizumo from a swing stage or an/ suspended contrivance, from the ground up -------------------- ------------ —~-------------- pAIN12w-00z01/0z/2021 Rates Fringes snrr pLnox Lxvsn....'...._—....$ 38.75 14.03 ---- ------------------------------------- ^--^—............ PLASTERER ...... *s./r 18.39 ------------------------------- ~----------------- ~~------ Rates Fringes CEMENT mxsow/comcnoE FINISHER ... $ 38.50 25.91 --------------------------------------- ^~------------ Rates Fringes nLUMmen/pzpepzrrsn unru ONLY on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed s^000 sq. +t. of floor space ................. $ 52.20 24.38 Work ONLY on strip malls, light commercial, tenant improvement and remodel work .......................4 39-91 22.71 All other work except work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed s^eao sq. +t. of floor space and work on strip malls, ziom commercial, tenant RM 11/13/21,11:05mm improvement and remodel 4n[88Ol8Of No. 6288 work ......................'.$ 53.83 25.36 - ____________,_______________ Rates Fringes pLuMose Landscape/Irrigation pitter.$ 36.85 24.75 Sewer a Storm Drain work ....V 4e.94 22.13 ------------------------ ---------------------------------- on/az/zozz Rates Fringes ROOFER ........................... $ 42.07 18.92 pnormnrs: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated vnmuct»^ or any material containing coal tar pitch, the entire roofing crew shall receive *z.rs per hour ""pitch premium"" pay. ----------------------- ---------------------------------------- SFCA0669-013 NOT zmcLuos THE czry OF pomnmx' c»rxomm zsLxmm^ AND THAT nxnr OF uo ANmsLss COUNTY wrmzm zs poLes OF THE czTv LIMITS OF Lus mmscLEs: Rates Fringes m`xzmxLen prnsx........... ,...''$ 39.83 26.23 --------------------~---------- -- msCITY OF POMOMA,mTALzNA ISLAND, AND THAT PART OFms xwscLss omwry aznxrw 25 poLss OF THE czry oMos OF us mxosLss: Rates Fringes spnoNKLen pzrrsn (pire)........ .'$ 48./1 29.15 --------------------------- ------------------ _....... ____ LOS xwssLcs (South of a straight line between Gorman and mu Pines including Catalina Island) Rates Fringes s*scr METAL WORKER (z) Light Commercial: work on general sheet metal and heating and AC up to 4000 so +t....................... 30.14 zo.r* (u) Modernization : Excluding New construction Under 5000 sq. +t. Doe, not include modification, upgrades, energy management, or conservation improvements of central heating and AC eqonment ....................$ 27.47 10.72 --^~------------------------------------ ----------- oo xmosLss (South of a straight line drawn between Gorman and Big pines)ana Catalina Island, zmm^ KERN (Northeast part' East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes s*ssr msrxL WORKER (1) Commercial New Construction and Remodel work ........................$ 50.23 29.60 (z) Industrial work hune://aam.00v^wene-demnnnauon/CA20210022/18 1020 ME= including air pollution Agreement No. 6288 control systems, noise abatement, hand rails, guard rails, excluding aritechturaz sheet metal work, excluding x-c' heating, ventilating systems for human com+nrt,,.$ *o.zo 29.46 KERN (uozvuino portion East of Hwy sys) m uo AmesLss (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) coowrzsa Rates Fringes sossr wsrxL WORKER.--.— ... .$ 39.08 28.84 -------------------------- --------------------------- ----- rsxnoozz-oez ermo/zozo Rates Fringes mucx oxzvsx smmp z............. .—'...$ 32.59 30.59 uxoop z....... ............. u 32.74 30.59 sxoup a. ....... ......... ..'$ 32.87 30.59 sxnuv 4..'............... .'$ 33.06 30.59 anoup s........-..---...$ 33.09 sm.e* snou a ... --- .... ...,$ 33.12 se.e* s*oup z...................$ 33.37 30.59 unnupm....-.....~~.~...$ 33.62 30.59 sxoup y....................$ 33.82 30.59 axoup 10--,— .... 34.12 30.59 uxuup zz,....—.............$ 34.62 30.59 mwoup zz....... ........... ..$ 35.05 zo.e* WORK omALL MILITARY BASES: pnewzmn PAY: $3.00 per hour additional. [ze palms marine Base, Camp Roberts, cxma Lake, Edwards xro' El Centro Naval Facility, Fort Irwin, Marine Corps Logistics Base at Nebo u vermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, point Conception, Vandenberg xpo] TRUCK ommsns CLASSIFICATIONS GROUP 1: Truck driver sxoup z: Driver of vehicle or combination of vehicles a axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom axoup 3: Driver of vehicle or combination of vehicles a axles; Boot person; cement mason distribution truck; Fuel truck driver; Water truck a axle; Dump truck, less than za yds. water level; Erosion control driver snoup 4: Driver of transit mix truck, under 3 yds.; oumperete truck, less than a-#z yds. water level oxuup s: water truck, s or more axles; Truck greaser and tire person ($a.se additional for tire person); Pipeline and mizuv working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver sxoup a: Transit mix truck, a yds. or more; oumperete truck, 6-1/2 vas. water level and over; Vehicle or combination of vehicles « or more axles; Oil spreader truck; Dump truck, ze yds. to zs yds. water level onoup r: x Frame, Swedish crane or similar; Forklift driver; Ross carrier driver snoup o: Dump truck, zs yds. to *y yds. water level; Truck repair person; Water pull - single engine; Welder GROUP o: Truck repair person/welder; Low bed driver, y axles or over 11n3/21. 11:05mw sxoup za: Dump truck ua yds. or more water level; Water pull single engine with attachment lam Agreement No. 6288 sxoop zz: Water nuzz twin engine; Water pull twin engine with attachments/ Winch truck driver $1.25 additional when operating winch or similar special attachments ommp zz: Boom Truck zr: and above ............. --- _------------------ ___________ wsmsRS Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (ED) 13706^ Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January z^ oozr. If this contract is covered by the so^ the contractor must provide employees with z hour of paid sick leave for every se hours they work, vv to sa hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the so is available at www.unl.gov/w»u/movcontracts. Unlisted classifications needed for work not mczvueu within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses The u^uy of each wage determination lists the classification and wage rates that have been amnu to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rat, (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers x four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other man '^su~^ or ^^uxvG^^ denotes that the union classification and rate were prevailing for that classification in the survey. Example: pLUM01e8-005 07/01/2014. pLum is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 01e8 indicates the local union number or district council number where applicable, i.e., Plumbers Local oxeo. The next number, mns in the example, is an internal number used in processing the wage determination. 0//01/2e14 is the effective date of the most current negotiated rate, which in this example is July z^ 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (cmv) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ^^su^^ identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by cmn,orinm a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include uct» union and non -union rates. Example: som2012-007 s/za/xoz*. so indicates the rates are survey rates based on a weighted average 10022/18 18/20 calculation of rates and are not majority rates. L« indicates 4n[88Ol8Of No. 6288 the state of Louisiana.�ua is the year of survey on which— these classifications and rates are based. The next number, ma in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the u«vs identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. sxxmpLe: uAva-ox-0010 08/2e/2014. uxvs indicates that the rate is a weighted union average rate. oo indicates the state. The next number, omzm in the example, is an internal number used in producing the wage determination. e8/29/2e14 indicates the survey completion date for the classifications and rates under that identifier. A uAvs rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negntiateu/caA rate of the union locals from which the rate is based. WAGE DETERMINATION xppsxo pwocess z.) Has there been an initial decision in the matter? This can • anexisting published wage determination ^ v survey underlying a wage determination • a Wage and *our Division letter setting forth a position on a wage determination matter ~ a conformance (additional classification and rate) ruling on survey related matters, initial contact, including requests for summaries of surveys, s»ovzu be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact i, not satisfactory, then the process described in a.} and a.) shuvzu be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. write to: Branch of Construction Wage Determinations Wage and Hour oixis»z^ U.S. Department of Labor zmo Constitution Avenue, N.W. Washington, oc 20210 2.) If the answer to the question in 1.) is yes, them an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (see un cpn Part 1.8 and ay cpn part ,). Write to: Wage and Hour Administrator U.S. Department of Labor zom Constitution Avenue, N.W. Washington, uc zwzzm The request should be accompanied by a full statement of the interested pa*v's position and by any information (wage payment data, project description, area practice material, etc.) that the renuestur considers relevant to the issue. a.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review o^a,u (formerly the Wage Appeals Board). write to: Administrative Review Board U.S. Department of Labor zno constitution Avenue, N.W. Washington, oc omzzm oups://sam 1oo22/1a 19/20 MISIBEE SAM.gov 4.} All decisions by the Administrative Review Board are final... Agreement No. 6288 END OF GENERAL DECISION" https://sam.gov/wage-determination/CA20210022/18 20/20 Agreement No. 6288 W U 1. City Map 2. Typical No Parking Sign — El Segundo Standard ST-18 3. Construction and Demolition Recycling Forms 4. Asbestos and Lead -Containing Materials Report 5. Project Plans Agreement No. 6288 APPENDIX 1 City and Project Maps Agreement No. 6288 N/Y'YEt u�"CPF1'if1a�73S I» e.,_.,,.�...�.- � � xs(gN(i"»r 15 w.r YINVIONI ry � V :_"T.I" ._..... � "4.� --7qh riVY'aNVY7i .. .�,,.,... _. ..:.:. r�. 46NdG l'tlVO" j5 _. `�dI�PdQ, IVJ i __. CD.Pd@VC jS a d _ 1= w x 7�_... is �_. a3jN3a js u3jP�a (� aa� naowaNne .. .......� o as aM1nnAaysv ......... . . ...... .. _.. "`�"ti„, AA VV"nP1'YX .k EE] r f jS y V11ti0� � k_# �Ik.R a .. ._—.—.....,......... ......�... _....�..�..._. _ n� _.�._...�. kd�(��7'P3WC � O pA5 +.l"10"b;�YkS' �.lM1 SS3tYdywTM1� e� q__ DE-]_..... U dP„1YbA+.A nJ IY3 n� cko�suau jS 'WBNI 'SmPA E E �JNILH/61 t�' _ r jS PP.»SlA is A311VA ---All"'-----", Mp .l.�kk;J'8 ey yN Agreement No. �P88 V) A.- C) E CY) > CN '0 N 0- cc) E 0 a) -0 0 E 0" z ry > (D n =3 n M 4- 0 > E CL > E uj d U.1 LL, ejujo > > LU c. CL IaI, L19 a 4 < LU M jG mole134na o IS PuejA&W LL LU CLsi LP U;) > < 0 0 yi E 0 LU ;S lkoddad LLr,' (n O 0 z .......... .... . . . . . . ........... IS SUSUE-M LLI LL LLJ IS Lfoualo W VP AP N I > ID Ca U. CA & t UQUV :"f Up Lie 4 S uy > II > E < Z is fjulI!L4M IS a U LJOAC 0 EL -1 v > - M zw R U1 s-, A P, qjjO IS A&H12A Jc r ............ ................... ....... ....... .. ........ Agreement No. 6 88 E < o o (0 o � UJ m M � o �� m �9 O L L L p •d � J W _T TU c v � 0 N � y T � U C d f0 � � N T � � EEm w E n= � o � o _d `p f0m E a'm o O E` E d C C T U) w o a � m m Q ° c� 0 N E^A l� PJLIPUL*)S \ W — N _ di > o m D o � Q N = �E N w s 1m°d`Lo� a C:) 3 0°0 LU N L 1 i O J N L (n U 2 cn �c o 0 O:3 ..... mm ...... O m o Cc CU V LJ_m i •� .V n (D =; OD OD Q � U a U 0 a )C, IIIL'W -x 00 A � z U W � v m � I Agreement No. 6288 APPENDIX 2 Typical No Parking Sign — El Segundo Standard ST-18 Agreement No. 6288 0 c 12 It ra 's- r� r � i/ //II t✓� t /. � ( DAY ) ( DATE ) ir w N ~ F— W J COLOR LEGEND SIGN SHALL BE LIGHT REFLECTIVE AND BE MM RED MADE OF WATER RESISTANT STIFF CARDBOARD WHITE OR OTHER STIFF DURABLE MATERIAL. DESIGN BY: P.B. CITY OF EL SEGUNDO, CALIFORNIA APPROVED BY: a ENGINEERING DIVISION DATE: 1 1. 7. 89ynleer: R.E. 8 0 9 Date DRAWN BY: Y.B. TYPICAL STANDARD DRAWING NO. DATE:11.13. 89 TEMPORARY NO PARKING SIG Agreement No. 6288 APPENDIX 3 CONSTRUCTION AND DEMOLITION MATERIALS RECYCLING FORMS Agreement pWOINSTffIONS W City of El Segundo U 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 t.: 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). Option 2. If you will be handling all waste management activities (through direct hauling or use of own bins), complete Form PW-1131. 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 3: Complete POST -PROJECT SUMMARY - FORM PW-C At least 5 business days prior to contractor requesting release of final project retention, submit a completed FORM PW-C to your Public Works Project Manager. *NOTE* A FACILITY INFO list showing nearby companies that accept C&D materials for recycling is included in this packet. This list was developed to assist you in finding local facilities to use as an alternative to disposal. If you use a certified mixed C&D processing facility, your project will meet the diversion requirements. There are authorized haulers that do business in El Segundo. The HAULER LIST showing companies that are authorized to collect solid waste inEl Segundo is included in this packet. You must use one of these haulers if contracting for waste removal service. For your convenience, there are electronic versions of the torms that win automaticauy caicuiate waste generation, uisposay and diversion based on the data entered. Rev. 12/4/2020 FORM PW-A Agreement No. 6288 City of El Segundo Date: Public Works Department PW Project Manager (310) 524-2300 PW Project Name: FORM PW-A - PROJECT INFORMATION Submit this form to the Public Works Department prior to commencing your project for all munici paN 2r9jects subject to com lilance or ro'ects on ublic ro ert Project Name: Project Address / Location: Contractor Name: Mailing Address: City I State I Zip: Ofc Phone No.t Cell No: Project Type: Mark appropriate box in each column with an "X" j! Road (construction, overlay, repair) Facility Improvement (renovation, alteration, or addition) Land Clearing (trail, grading, etc.) Other Estimated Project Start Date: Estimated Project End Date: Email: USE FORMS PROVIDED BY EL SEGUNDO COMMUNITY DEVELOPMENT DEPT Request for Exemptions El (If you are requesting an exemption, fill out Form PW-D: Exemption Request) To the best of my knowledge, the above information is an accurate representation of the proposed project. I have been made aware of the 2016 CALGreen requirements and will comply with all requirements. Print Name Title Signature Date PW OFFICE USE ONLY - Approval Status El Approved DFurther Explanation Needed Reviewed By El Denied F7Exempt Due to Infeasibility Date Rev.12/4/2020 2 FORM PW-B Agreement No. 6288 City of El Segundo Date: Public Works Department PW Project Manager: (310) 524-2300 PW Project Name: FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS Instead of completing a detailed accounting of the types and quantities of C&D debris that will be generated from this project (FORM PW-131), you have the option to select one of El Segundo's authorized waste haulers. These haulers can handle your project's debris in such a way as to comply with CALGreen standards. If you elect this option, please specify which authorized hauler(s) and/or facility(ies) you will be using and sign the acknowledgement below. El Segundo authorized hauler(s) and/or facility(ies) can be found on the City's website: Lq �s.'/�r�ww� 9se unrJc ,yarnt/go erti�iiei)tidat rto eTItsfPublic-works/0'asli-n,eg 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 b banes pia,; s rior to finali ins ecbon. Print Name Signature Date Rev, 12/4/2020 FROM PW-B1 Agreement No. 6288 NO] City of EllSegundo Public Works Department Date: PW Project Manager: (310) 524-2300 PW Project Name: FORM PW-B1 - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS [This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material] This form most be completed and approved or a demolition lbuilding 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, matal, concrete, as,olaatt. drryww4alt, cardboard, mixed C&D TONS Reused/Salvaged/Donated Ex :Habitat for Humanity, Thirft Stores, regrind onsite, reuse fixtures, reuse dirt/concrete/asphalt Recycled A facility that accepts 100% recyclable materials to be turned into other products. Delivered to Mixed C&D Recycling Facilties that recover some materials for recycling Disposed/Landfilled/Transformed Transfer station, landfill, or SERRF Generated (total of above) t CUBIC YARDS Facilities to be Used I or my company elect not to use an authorized hauler because I or my company own containers (bins or roll -off boxes) Initial Here and/or dump vehicles and will not be contracting for debris removal services. I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities Initial Here which receive debris from this project and that I will submit a Post -Project Summary (FORM PW-C) at least 5 baus,ine s cd�n.y'� nor to fined insea;t6on. Print Name Signature Date Rev.12/4/2020 3-A Form PW-c Agreement No. 6288 M City of El Segundo Public Works Department (310) 524-2300 Project Name: Contractor Name: Project Number: Form PW-C - Post Project Summa Project Address: Project Manager: Date: This form must be submitted to the Public Works Departmew 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. 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 2 3 4 Other (reused on site) TOTALS (A) ) ( ) p mus tedinSectho�, posal and diversion totals for each item helcaw, according to letter. Totals re orted t match those lis n I; TOTAL GENERATED (A) TOTAL DIVERTED =(B) TOTAL DISPOSED = (C) OVERALL PROJECT DIVERSION RATE 0.00% %iu (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. Print Name Signature PW OFFICE USE ONLY Diversion Requirement Met: Yes No Exemption: = Yes No Reviewed and Approved by: Date: Rev. 12/4/2020 Form IW-D Agreement No. 6288 Project Name: Contractor Name: Project Number: City of El Segundo Public Works Department (31 24-2300 Form PW-D - Exemption 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 Approve& Yes No Reviewed by: Date: Rev.12/4/2020 Agreement No. 6288 APPENDIX 4 Gaffe Jordan Associates LIMITED BULK SAMPLING OF SUSPECT ASBESTOS -CONTAINING AND LEAD -CONTAINING MATERIALS Agreement No. 6288 9 gale jordan associates, inc. LIMITED BULK SAMPLING OF SUSPECT ASBESTOS -CONTAINING AND LEAD -CONTAINING MATERIALS City Hall, Joslyn Center, Check Out Building, Police Station, and Fire Station #1 City of El Segundo 350 Main Street El Segundo, CA 90245 March 5, 12, and 19, 2021 CI21011 3858 Carson Street, Suite 200, Torrance, CA 90503 1 a®en °ron ental.co1 310 316- 377 Agreement No. 6288 Christopher K. Gale President Cal/OSHA Certified Asbestos Consultant No. 92-0207, Expiration Date: 8/18/21 Agreement No. 6288 TABLE OF CONTENTS 1.0 Scope of Work 2.0 Investigative Methods 3.0 Results of Investigation 4.0 Recommendations 5.0 Confidentiality and Limitations APPENDICES A. Bulk Sampling Summary — Asbestos B. Bulk Sampling Summary - Lead C. Laboratory Documentation/Sample Location Diagram by Area Agreement No. 6288 1.0 SCOPE OF WORK gale/jordan associates, inc. (g*a) was retained by the City of El Segundo to conduct limited asbestos and lead sampling in designated areas of the following buildings: El Segundo City Hall, the Police Department, Joslyn Center Restroom, Check Out Building and Fire Station 1. Andrew Hoyer, Cal/OSHA Certified Asbestos Consultant No. 05-3837 Exp. 7/21/21 and CA DPH Certified Lead Inspector/Assessor No. 19586, Exp. 10/11/21 conducted the bulk sampling on March 5, 12 and 19, 2021. He is also accredited by EPA/AHERA (Asbestos Hazard Emergency Response Act) for "Building Inspection for Asbestos. Christopher Gale, Cal/OSHA Certified Asbestos Consultant No. 92-0207, Exp. 8/18/21 reviewed the prof ect. The following is a listing of the areas and scope of the sampling addressed in the report: Cijy Hall 350 Main Street, El Segundo 1. Number not used 2. City Hall E. Lobby and Council Chambers (4 restrooms) 3. Lobby area, Business License, Planning & Building safety — Interior remodel including flooring, wall painting, electrical modifications 4. Hallway — flooring 5, West conference room — ceiling & lighting 6. Finance, Treasurer and Payroll offices - Interior remodel including flooring, wall painting, electrical modifications 7. City Clerk's office — window modifications, wall painting, electrical modifications 8. Basement Finance Office - Interior remodel including flooring, wall painting, electrical modifications Other sites 9. Police Department, 348 Main Street, El Segundo - Women's Restroom & Shower - Agreement No. 6288 10. Recreation Park Check Out Building, 401 Sheldon Street, El Segundo - Restroom & Shower — ADA 11. Joslyn Center, 339 Sheldon Street, El Segundo - Restroom — ADA 12. Fire Station # 1, 314 Main Street, El Segundo - Restroom 2.0 INVESTIGATIVE METHODS 2.1 Asbestos Three samples of each suspect asbestos -containing material (ACM) were collected and analyzed for asbestos content. This sampling protocol satisfies the guidelines of Cal/OSHA and the South Coast Air Quality Management District for the materials sampled. The sampling was limited to the areas designated by the client and no destructive sampling was conducted; therefore, other asbestos -containing materials may be present. Analysis was performed by SGS/Forensic Laboratories in Carson, California, NVLAP No. 101459-1, using Polarized Light Microscopy with Dispersion Staining (PLM/DS) in accordance with the Environmental Protection Agency (EPA), "Method for the Determination of Asbestos in Bulk Building Materials" (EPA 600/R-93-116). Percentage estimates of each material component are based on the analyst's best judgment following examination with a stereoscope and PLM/DS analysis. Please see the laboratory documentation, Appendix C. 2.2 Lead Samples of paint and ceramic tile, suspect lead -containing materials, were collected from the designated areas. The purpose of the survey was to ascertain the potential for worker exposure to lead dust, per CCR Title 8, Section 1532.1 (Cal/OSHA Lead Standard). The samples were analyzed by SGS/Forensic Laboratories in Carson, California using Flame Atomic Absorption Spectroscopy in accordance with EPA Method 3050B/7420.. Please see the laboratory documentation, Appendix D. 2 Agreement No. 6288 3.1 Asbestos Samples were collected of each suspect asbestos -containing material in accordance with the scope of work for each area. The following materials proved to contain asbestos: SAMPLE SAMPLING ESTIMATED ANALYTICAL NUMBERS MATERIAL AREA QUANTITY RESULTS CI21011-2 1. Number not used 2. City Hall: E. Lobby and Council Chambers (4 restrooms) Men's & 2% Chrysotile in 23-25 Drywall w/ joint compound women's 1,600 sf joint compound restrooms 3. City Hall: Lobby area, Business License, Planning & Building safety — Interior remodel including flooring, wall painting, electrical modifications 14-16 12" Brown tread floor tile w/ Lobby ramp — 200 sf 2% Chrysotile in glue floor mastic 4. City Hall: Hallway — flooring 26-28 Light or dark gray floor t Corridor floor ,350 sf 1,350 2% Chrysotile in (VFT) w/ black mastic mastic 5. City Hall: West conference room — ceiling & lighting 35-37 Drywall w/ joint compound Walls 600 sf 2% Chrysotile in joint compound 6. City Hall: Finance, Treasurer and Payroll offices - Interior remodel including flooring, wall painting, electrical modifications Agreement No. 6288 SAMPLE SAMPLING ESTIMATED ANALYTICAL NUMBERS MATERIAL AREA QUANTITY RESULTS CI21011-2 . Entry, 2% Chrysotile in 45-47 Drywall w/ joint compound Offices walls 3,600 sf joint compound 7. City Hall: City Clerk's office — window modifications, wall painting, electrical modifications 57-59 Sand VSF w/ glue Copy Area floor 30 sf 2% Chrysotile in black mastic 8. City Hall: Basement Finance Office - Interior remodel including flooring, wall painting, electrical modifications No asbestos -containing materials were identified. 9. Police Department 82-84 Drywall w/ joint compound Restroom 300 sf 2% Chle in joint coompompound 10. Check Out Building No asbestos -containing materials were identified. 11. Joslyn Center Men's restroom, 2% Chrysotile in 106-108 Drywall w/ joint compound Women's 1,000 sf joint compound restroom entry 12. Fire Station #1 No asbestos -containing materials were identified. All the other sampled materials proved to be non -detected for asbestos content. Please see the bulls sampling summary, Appendix A. Agreement No. 6288 3.2 Lead Samples were collected from multiple types of paint and ceramic tile. The following materials proved to contain lead: SAMPLE MATERIAL/ ANALYTICAL ANALYTICAL NUMBER SUBSTRATE SAMPLING AREA RESULTS RESULTS C121011 wt* m* 1 Number not used 2. City Hall: E. Lobby and Council Chambers (4 restrooms) No lead -containing materials were identified. 3 City Hall: Lobby area, Business License, Planning & Building safety — Interior remodel including flooring, wall painting, electrical modifications White paint/ PB - 04 metal door Planning — Copy room 0.012 120 frame 4. City Hall: Hallway - Flooring No suspect lead -containing materials were identified 5. City Hall: West conference room — ceiling & lighting No suspect lead -containing materials identified. 6. City Hall: Finance, Treasurer and Payroll offices - Interior remodel including flooring, wall painting, electrical modifications No lead -containing materials were identified. 7. City Hall: City Clerk's office — window modifications, wall painting, electrical modifications White Pb-09 paint/metal City Clerk office 0.23 2,300 window frame Agreement No. 6288 SAMPLE ANALYTICAL ANALYTICAL NUMBER MATERIAL/ SAMPLING AREA RESULTS RESULTS CI21011 SUBSTRATE wt* m* White Pb-13 paint/concrete Vault 0.27 2,700 wall 8. City Hall: Basement Finance Office - Interior remodel including flooring, wall painting, electrical modifications No suspect lead -containing materials were identified. 9. Police Department No lead -containing materials were identified. 10. Check Out building Pb-20 Green paint/ Men's restroom door .009 90 wood Pb-21 Green paint/ Women's restroom — 0.10 1,000 metal door frame Pb-23 White paint/ Storage door frame 0.024 240 metal _ Pb 24 White paint/ Storage 0.010 100 plaster Pb-25 Pink ceramic Storage 0.050 500 tile Pb-26 Yellow Men's restroom 0.26 2,600 ceramic tile Pb-27 Orange Women's restroom 2.1 21,000 ceramic tile Pb-28 Orange Storage floor 0.0045 45 m os to l e co ti P 11. Joslyn Center L_ Agreement No. 6288 SAMPLE ANALYTICAL ANALYTICAL NUMBER MATERIAL/ LING A RESULTS CI21011 SUBSTRATE wt* m* Pb-29 White Men's restrooms 0.25 2,500 paint/drywall Pb-30 Pink ceramic Men's restroom 0.046 460 the Pb-32 Ble e ceramic Women's restroom 0.0069 69 ti 12. Fire Station #1 Pb-34 White ceramic Floor — Front offices 0.29 2' 900 tile and men's toilet *wt% - percentage by weight; ppm — parts per million. BLD — Below level of detection. BOLD indicates above level requiring respiratory protection. Please see the bulk sampling summary, Appendix B. The Cal/OSHA Lead in Construction Standard considers any amount of lead in paint to be of concern during renovation and demolition activities; however, Cal/OSHA considers lead content below 0.06% (600 ppm) to not produce an exposure concern for workers during renovation/demolition activities (Title 8 CCR 1532.1). The Consumer Safety Product Commission considers paint with a lead content over 600 ppm is considered to be "lead -based paint". For disposal purposes, the California Department of Toxic Substances Control has determined that materials with a TTLC (Total Threshold Limit Concentration) below 50 parts per million (ppm) or 0.005 percent by weight (wt%) are not hazardous. 4.0 RECOMMENDATIONS 4.1 Asbestos When work is performed in the vicinity of an asbestos -containing material, the workers must be informed that the material contains asbestos. Removal of an asbestos -containing material must be performed by a licensed (Contractor's State License Board) and registered (Cal/OSHA) asbestos abatement contractor, under the supervision of a Cal/OSHA Certified Asbestos Consultant. 7 Agreement No. 6288 All ACM (friable and non -friable) have the potential to release asbestos fibers into the air if they are disturbed or damaged. Building activities or events which could cause these materials to release asbestos fibers include, but are not limited to: maintenance activities, renovation work, water leaks, breakage or damage of the materials and disturbance activities (i.e., cutting or sanding). 4 ? Vend Cal/OSHA considers lead content below 0.06% (600 ppm) to not produce an exposure concern for workers during renovation/demolition activities (Title 8 CCR 1532.1). The lead -based paint and ceramic tile (equal to or above 600 ppm) should be removed in accordance with Cal/OSHA requirements. Detectable materials, above 50 ppm, require additional analysis of the waste stream, such as a California Wet -Test, for disposal purposes. The additional testing should be performed prior to disposal to determine disposal options. 5.0 CONFIDENTIALITY AND LIMITATIONS This report is prepared for the express use and benefit of The City of El Segundo and its agents and employees. The information in this report or portions thereof may be required to be included in notifications to employees, contractors or other visitors to the building(s). The Owner or its agents shall not use this report as a specification or work plan for any of the work suggested or recommended in the report. This report is based upon conditions and practices observed at the property and information made available to gja. This report does not propose to identify all hazards or unsafe practices, or to indicate that other hazards or unsafe practices do not exist at the premises. Additional suspect but un-sampled materials could be located between walls, in voids, or in other inaccessible areas; caution should be exercised regarding these areas. gja cannot warrant that these buildings do not contain asbestos and/or lead in locations other than those noted in this report. gja will not discuss or disclose any information about our services to any third party without the Client's written consent unless otherwise required by law or by judicial or administrative order. gja's assessment of the risk of exposure to asbestos and lead followed generally accepted protocols and is based on conditions at the time of the survey. gja is not responsible for changes in conditions or accepted protocols subsequent to our site visit. Agreement No. 6288 BULK SAMPLING SUMMARY - ASBESTOS ND indicates "non -detected" for asbestos SAMPLE SAMPLING ANALYTICAL NUMBERS MATERIAL AREA RESULTS CI21011 1. Number not used 2. City Hall E. Lobby and Council Chambers (4 restrooms) Men's & 2% Chrysotile in 23-25 Drywall w/ joint compound women's joint compound restrooms 3 City Hall: Lobby area, Business License, Planning & Building safety — Interior remodel including flooring, wall painting, electrical modifications 1-3 Wall plaster Lobby — North ND wall Lobby — South wall 4-7 Drywall w/ joint compound Planning - North, ND Center & South walls Lobby — 8-10 4" Brown cove base w/ glue North & South ND walls - 11-13 4" Black cove base w/ glue Lobby ramp — ND walls Agreement No. 6288 SAMPLE A LI ANALYTICAL NUMBERS MATERIAL AREA RESULTS CI21011 12" Brown tread floor tile w/ Lobby ramp — 2% Chrysotile in 14-16 glue floor mastic 17-19 Brown floor grout Lobby— floor N Planning — 20-22 Carpet glue North, Copy ND room, SW floors 4. City Hall: Hallway — flooring 26-28 Light or dark gray floor the Corridor floor 2% Chrysotile in (VFT) w/black mastic mastic 29-31 4" Black cove base w/brown Corridor walls ND mastic W 5. City Hall: West conference room — ceiling & lighting 32-34 2' x 4' Ceiling panel West Conference N ceiling Walls 2% Chrysotile in 35-37 Drywall w/ joint compound joint compound 38 Wall plaster North wall ND 6. City Hall: Finance, Treasurer and Payroll offices - Interior remodel including flooring, wall painting, electrical modifications Finance 39-41 Carpet glue Department ND Office floor 42-44 4" Brown cove base w/glue ww Offices walls ND 10 Agreement No. 6288 SAMPLE ................... -- SAMPLING ANALYTICAL NUMBERSATE AL AREA RESULTS CI21011 45-47 Drywall w/ joint compound Entry, 2% Chrysotile in I Offices walls joint compound Finance 48-50 Sand VSF w/ glue I Department vault I ND floor 7 City Hall: City Clerk's office — window modifications, wall painting, electrical modifications 51-53 4" Brown cove base City Clerk walls ND 54-56 Carpet glue City Clerk floor ND Copy Area 2% Chrysotile in 57-59 Sand VSF w/ glue floor I black mastic 60 Wall plaster East wall ND 8 City Hall: Basement Finance Office - Interior remodel including flooring, wall painting, electrical modifications Basement Finance 61-63 Drywall w/joint compound (W, SW), Office (NW) ND 64-66 Wall texture Walls NW) (SW, NE) www ND 67-69 4" Brown cove base w/ glue Walls ND 70-72 Carpet glue Basement Finance ND (SW, NW, E) 73-75 Light tan VSF w/ glue SE Entry floor ND 11 Agreement No. 6288 SAMPLE SAMPLING ANALYTICAL NUMBERS MATERIAL AREA RESULTS CI21011 76-78 2' x 4' Ceiling panels Ceiling ND 9. Police Department 79-81 2' x 4' Ceiling panel 1`oc)ers WO (N, ND E Drywall w/ joint Restroom 2% Chrysotile in 82-84 compound W (NE, SE, SW) joint compound 85-87 Vapor barrier Shower wall ND 88-90 4' Gray cove Women's lockers ND base w/ glue (NW, SW, SE) 91-93 Faux wood VSF Women's lockers ND w/ glue (NW, NE, SE) 94-96 Carpet glue Under locker's ND (NW, NE, SE) 10 Check Out Building Men's & 97-99 Wall plaster Women's ND (coarse & smooth) restrooms and - storage Men's & 100-102 Button board Women's restrooms and ND storage 11 Joslyn Center 103-105 1 'x 1' Ceiling tile Men's rstroom ND entry, 12 Agreement No. 6288 SAMPLE SAMPLING ANALYTICAL NUMBERS MATERIAL CI21011 Women's restroom Men's restroom, 2% Chrysotile in 106-108 Drywall w/ joint compound Women's joint compound restroom entry 109-111 4" Brown cove base w/glue Men's na throom N Men's & 112-114 Sand floor sheeting (VSF) w/ Women's ND glue bathroom entry's 12 Fire Station #1 Front offices — SW Copy 115-117 Carpet Glue machine, ND Conference room, Captain's office Battalion Chief s 118-120 4" Brown cove base office- ND (entry, corridor) 13 Agreement No. 6288 SUMMARY A RESULTS SAMPLE ANALYTICAL ANALYTICAL NUMBER MATERIAL/ SAMPLING AREA RESULTS RESULTS CI21011 SUBSTRATE wt* PPM* �I 1 Number not used 2. City Hall: E. Lobby and Council Chambers (4 restrooms) Pb-05 Lighdt tan paint/ E Men's Restrooms <0.007 BLD 3 City Hall: Lobby area, Business License, Planning & Building safety — Interior remodel including flooring, wall painting, electrical modifications w White & blue PB - 01 paint/ plaster Lobby a ll <0.006 BLD wall North wall PB - 02 White paint/ planning — North wall <0.006 BLD drywall PB - 03 Blue paint/ planning — South wall <0.006 BLD drywall White paint/ PB - 04 metal door Planning — Copy room 0.012 120 frame 4. City Hall: Hallway - Flooring No suspect lead -containing materials were identified 5. City Hall: West conference room — ceiling & lighting 14 Agreement No. 6288 SAMPLE ANALYTICAL ANALYTICAL NUMBER MATERIAL/ SAMPLING AREA RESULTS RESULTS CI21011 SUBSTRATE wt* Pp.m* No suspect lead -containing materials identified. 6. City Hall: Finance, Treasurer and Payroll offices - Interior remodel including flooring, wall painting, electrical modifications Gray paint/ Pb-06 metal door Finance - entry <0.006 BLD frame Pb-07 White paint/ NW office <0.006 BLD drywall Pb-08 Gray paint/ SE office <0.006 BLD drywall 7 City Hall: City Clerk's office — window modifications, wall painting, electrical modifications White Pb-09 paint/metal City Clerk office 0.23 2,300 window frame White Pb-10 paint/metal City Clerk office <0.01 BLD door frame Gray Pb-11 paint/metal City Clerk office <0.006 BLD door frame Pb-12 Gr ay City Clerk office <0.006 BLD G paint/drywall White Pb-13 paint/concrete Vault 0.27 2,700 wall 8 City Hall: Basement Finance Office - Interior remodel including flooring, wall painting, electrical modifications No suspect lead -containing materials were identified. 9 Police Department 15 Agreement No. 6288 SAMPLE NUMBER CI21011 Pb-14 Pb-15 Pb-16 Pb-17 MATERIAL/ SUBSTRATE Gray paint / CMU wall Gray paint/ drywall Dark gray paint/ metal Tan ceramic the SAMPLING AREA Women's lockers — S wall Women's lockers - shower Women's lockers — door frame Women's lockers - shower ANALYTICAL RESULTS wt* <0.02 <0.006 <0.02 <0.0009 .............. ANALYTICAL RESULTS BLD BLD BLD BLD Pb-18 Brown Women's lockers — <0.0006 BLD composite tile restroom floor 10 Check Out building Pb-19 Light brown Men's restroom <0.006 BLD paintibrick Pb-20 Green paint/ Men's restroom door .009 90 wood Pb-21 Green paint/ Women's restroom — 0.10 1,000 metal door frame Pb-22 White paint/ Storage door <0.007 BLD wood Pb-23 White paint/ Storage door frame 0.024 240 metal Pb-24 White paint/ Storage 0.010 100 plaster Pb-25 Pink ceramic Storage 0.050 500 the Pb-26 fellow Men's restroom 0.26 2,600 ceramic tile Pb-27 Orange Women's restroom 2.1 21,000 ceramic tile 16 Agreement No. 6288 SAMPLE ANALYTICAL ANALYTICAL NUMBERSAMPLING MATERIAL/ AREA RESULTS RESULTS CI21011 SUBSTRATE wt* m* Pb-28 Orange Storage floor 0.0045 45 composite tile 11 Joslyn Center Pb-29 white Men's restrooms 0.25 2,500 paint/drywall Pb-30 Pink ceramic Men's restroom 0.046 460 tile Pb-31 Bon rown Men's restroom floor <0.002 BLD Posite the Pb-32 Blue ceramic Women's restroom 0.0069 69 the Pb-33 Blue composite Women's restroom <0.001 BLD the floor 12 Fire Station #1 Pb-34 White ceramic Floor — Front offices 0.29 2,900 ' tile and men's toilet *wt% - percentage by weight; ppm — parts per million. BLD — Below level of detection. BOLD indicates above level requiring respiratory protection. 17 Agreement No. 6288 Laboratory Documentation/Sample Location Diagram by Area Agreement No. 6288 1. Number not used Agreement No. 6288 2. City all: E. Lobby and Council Chambers (4 restroo . s) SG..... ..... — III[°: I ABOIIAI 0 [11 IIIII S Agreement No. 6281gnal Report Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 10 1459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315138 3858 Carson Street Date Received: 03/15/21 Suite 200 Date Analyzed: 03/18/21 Torrance, CA 90503 Date Printed: 03/18/21 First Reported: 03/18/21 Job ID/Site: C121011-2; 350 Main St, El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 3 Date(s) Collected: 03/12/2021 Total Samples Analyzed: I Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 23 51423084 Layer: Brown Drywall ND Layer: Off -White Skimcoat/Joint Compound Chrysotile 2% Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (7 %) 24 51423085 Comment: Sample not analyzed due to prior positive result in series. 25 51423086 Comment: Sample not analyzed due to prior positive result in series. Tiffani Ludd, Laboratory Supervisor., Carson Laboratory Note: Limit of Quantification ('LOQ') = I%. 'Trace' denotes the presence of asbestos below the LOQ.'ND'='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report. Results. reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request, This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified, All samples were received in acceptable condition unless otherwise noted. I of 1 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 adle/Juddn, dssucides, Inc. page / of ENVIRONMENTAL MANAGEMENT SERVICES Project umber(--, 2 fol(:2 N LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name -0 Date Submitted TURNAROUND Phone # Client Name /12/24/48/ Billing Address T/ ........................ — Site Address > 0 7 4 / 5 day IJ PCM PLM: (""STAND POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE TO FIRST - POSITIVE Sample Number Material Description Volume Location Date Collected ku Chain of Custody Released: By Received By Time Date 3858 CARSON ST., Sun-E 200 # TORRANCE, CA. 90503-6705 * TEL. (310) 316-4377 # FAX (310) 316-4558 Agreement No. 6288 23 �ry = Bulk Suspect Asbestos Sample 4D = Suspect Lead Paint Sample —Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-2 February 2, 2021 City Hall Building Restrooms 350 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 3 City all: Lobby area, Business License, Planning & Building safety — Interior remodel including flooring, wall painting, electrical modifications III0 11 E N S I C Agreement No. 620nal Report Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116. Visual Area Estimation) NVLAP Lab Code: 101459-1 Gale/Jordan Associates Client ID: 5105 Joame Keiser Report Number: B314798 3858 Carson Street Date Received: 03/08/21 Suite 200 Date Analyzed: 03/11/21 Torrance, CA 90503 Date Printed: 03/11/21 First Reported: 03/11/21 Job ID/Site: C121011 - 3; City Hall, 350 Main St., El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 22 Date(s) Collected: 03/07/2021 Total Samples Analyzed: 20 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 1 51421232 Layer: Off -White Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 2 51421233 Layer: Off -White Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 3 51421234 Layer: Off -White Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 4 51421235 Layer: White Drywall ND Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (Trace) 5 51421236 Layer: White Drywall ND Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (Trace) I of 4 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B314798 Date Printed: 03/11/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbe: Type Layer Type Layer Type Layer 6 51421237 Layer: White Drywall ND Layer: Drywall Tape ND Layer: White Skimcoat/Joint Compounds ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (25 %) Fibrous Glass (Trace) 7 51421238 Layer: White Drywall ND Layer: Drywall Tape ND Layer: White Skimcoat/Joint Compounds ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (25 %) Fibrous Glass (Trace) 8 51421239 Layer: Brown Non -Fibrous Material ND Layer: White Mastic ND Layer: Brown Mastic ND Layer: Paint ND Layer: White Non -Fibrous Material ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 9 51421240 Layer: Brown Non -Fibrous Material ND Layer: White Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 10 51421241 Layer: Brown Non -Fibrous Material ND Layer: White Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 11 51421242 Layer: Black Non -Fibrous Material ND Layer: Yellow Mastic ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 2 of 4 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Report Number: B314798 Client Name: Gale/Jordan Associates Date Printed: 03/11/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 12 51421243 Layer: Black Non -Fibrous Material ND Layer: White Mastic ND Layer: Brown Mastic ND Layer: Paint ND Layer: White Non -Fibrous Material ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 13 51421244 Layer: Black Non -Fibrous Material ND Layer: Yellow Mastic ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 14 b 142124) Layer: Grey Tile ND Layer: Black Mastic Chrysotile 2% Layer: Grey Non -Fibrous Material ND Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (Trace) 15 51421246 Comment: Sample not analyzed due to prior positive result in series. 16 51421247 Comment: Sample not analyzed due to prior positive result in series. 17 51421248 Layer: Brown Grout ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 18 51421249 Layer: Brown Grout ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 19 51421250 Layer: Brown Grout ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 20 51421251 Layer: Tan Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 21 51421252 Layer: Tan Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 3 of 4 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B314798 Date Printed: 03/11/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 22 51421253 Layer: Tan/Black Mastic Total Composite Values of Fibrous Components: Cellulose (Trace) RED Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = I%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report. Results. reports or copies of same will not be released by SGSFL to any third party without prior written request frorn client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsible for the use and interpretation of test results and reports requested frorn SGSFI.. SGSFL is not able to assess the degree of' hazard resulting from materials analyzed. SGS Forensic Laboratories reservesthe right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 4 of 4 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 d/ "Urddfl dSSCC1dtesq WC. ENVIRONMENTAL MANAGEMENT SERVICES/--3 Project Number LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name ' ' Date Submitted —%� 1 TURNAROUND c Client Name, Phone # /12/24/48/ e2h Billing Address ` � 4 / S day Site Address / PCM PLM: &A,"A POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE TO F S_.__T POSITIVE of I,.:tau t0ay lected 3858 CARSON ST., SUrrE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6288 a le I � ss dates, n+'e Page ;—of ENVIRONMENTAL MANAGEMENT SERVICES Project Number (j LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name fit✓ Date Submitted TURNAROUND Client Nametnl iQue 12/24/48/(9 Billing Address Site Address � . �" C" X 4/5day PCM PLM: TAND POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FLAME AANURNACE ICP ANALYZE TO FIRST POSITIVE Chain of Custody Rele ed By Received By Time Date 3858 CARSON ST., SurrE 200 • TORRANCE, CA. 90503-6705 • TES. (310) 316-4377 • FAx (310) 316-4558 Submitter Name t t / Client Name / T- Billing Address Site Address. PCM Agreement No. 6288 ule/Juddn % test inc. Pagey—of3— ENVIRONMENTAL MANAGEMENT .SERVICES CT;/^//_3 Project Number (� LABORATORY SAMPLE ANALYSIS REQUEST I Date Submitted TURNAROUND ore # /12/24/48/ 2 Z/ . I' 4/sday PLM: TANK POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AANLAME AAN'URNACE ICP ANALYZE TO FIRST POSITIVE 3858 CARSON ST., SurrE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Final Report IIIYiAgreement No. 6288 - - ------- SG$ . ...... I AB 0 IIATORUIII�IS Metals Analysis of Paints (AlHA-LAP, LLC Accreditation, Lab ID "1 10 1629) Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: M232175 3858 Carson Street Date Received: 03/08/21 Suite 200 Date Analyzed: 11/03/21 Torrance, CA 90503 Date Printed: 03/11/21 First Reported: 03/11/21 Job ID / Site: C121011 - 3; City Hall, 350 Main St., El Segundo, CA SGSFL Job ID: 5105 Date(s) Collected: 03/05/21 Total Samples Submitted: 4 Total Samples Analyzed: 4 Result Reporting Method Sample Number Lab Number Analyte Result Units Limit* Reference PB-0 I LM200837 Pb < 0.006 wtIV0 0.006 EPA 3050B/7000B PB-02 LM200838 Pb < 0.006 Wt% 0.006 EPA 3050B/7000B PB-03 LM200839 Pb < 0.006 vl.% 0.006 EPA 305013/700013 PB-04 LM200840 Pb 0.012 Wt% 0.006 EPA 305013/700013 * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Beatriz Hinfqj�osa, 1-abora t) 4y Supervisor, Carson Laboratory Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the: exclusive use of the person or entity (client) named on .such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request, 'This report must not be reproduced except in full., unless approved by SGS Forensic Laboratories, The client is solely responsible for the use and interpretation of test i esults and reports requested fi-orn SGS Forensic Laboratories. SGS Forensic LabOlatOTiPS is not able to assess the degree of hazard resulting from materials analyzed, SGS Forensic Laboratories reserves the right to dispose of ail samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified, Any modifications that have been made to referenced test itiethods are docurnented in SGS Forensic Laboratories' Standard Operating Procedures Manual, Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted, Note* Sampling data used in this report was provided by the client as noted on the associated chain ofcustody form. I of 1 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Page-1 Of —L gale/joadan assucides, inc, ENVIRONMENTAL MANAGEMENT SERVICES Project Number LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name Date Submitted � �. TURNAROUND Client Name °� 7 Phone # Billing Address /12/24/48/ Site Address. " 4/5day PCM PLM: STANDARD POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I 11 NIOSH METALS LA I p AAXURNACE ICP ANALYZE TO, FIRST POSITIVE Sample Number Material Description Volume cL) location Date Collected b �S wh w� 3 L( ` la`s kw. — Chain of Custody eteased By Received By Time Date 27 3858 CARSON ST., SurrE 200 • TORRANCE, CA. 90503-6705 TEL. (310) 316-4377 FAX (310) 316-4558 I Agreement No. 6288 OUA 7/10 22 = Bulk Suspect Asbestos Sample 40 = Suspect Lead Paint Sample —Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-3 February 2, 2021 City Hall Building Lobby 350 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 4. City all: Hallway — Flooring II E IM S I C Agreement No. 628wnal Report ............. LA130IIA1 Gllld�S Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 10 1459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315143 3858 Carson Street Date Received: 03/15/21 Suite 200 Date Analyzed: 031/18/21 Torrance, CA 90503 Date Printed: 03/18/21 First Reported: 03/18/21 Job ID/Site: C121011-4; 350 Main St, El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 6 Date(s) Collected: 03/12/2021 Total Samples Analyzed: 4 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbei Type Layer Type Layer Type Layer ............ . . . 26 51423087 Layer: Grey Tile ND Layer: Black/Tan Mastics Chrysotile 2% Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (Trace) 27 51423088 Comment: Sample not analyzed due to prior positive result in series. 28 51423089 Comment: Sample not analyzed due to prior positive result in series. 29 51423090 Layer: Black Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Paint ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 30 51423091 Layer: Black Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Paint ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 31 51423092 Layer: Black Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Paint ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) I of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Report Number: B315143 Client Name: Gale/Jordan Associates Date Printed: 03/18/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer Tiffam Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ.'ND'='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL.) at the request of and for the exclusive use of the person or' entity (client) named on such report. Results. reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in MI, unless approved by SGSFL The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL SGSFL is riot able to assess the degree of' hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose ofall samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 gal e/JoUddil assuciates,inG Page_ --- of-L, ENVIRONMENTAL MANAGEMENT SERVICES Project Number LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name f i LA*11 r"VI V L"A Date Submitted TURNAROUND Client Name Phone 4 12 / 24 / 48 /(t Billing Address 4 5 day Site Address PCM PLM: ( sTA Pour COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level 1 11 NIOSH METALS: AA `LAME AAXURNACE ICIP ANALYZE TO FIRST POSIT--IVE Chain Cus elt '3-?�-- 2i 3858 CARBON ST., SUrTE 200 * TORRANCE, CA. 90503-6705 * TEL. (310) 3164377 * FAx (310) 316-4558 Agreement No. 6288 = Bulk Suspect Asbestos Sample — Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-4 February 2, 2021 City Hall Building Hallway 350 Main Street El Segundo, CA M. This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 5. City Hall: est conference room — ceiling & lighting I�DRENSIC Agreement No. 628Wnal Report Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 101459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315144 3858 Carson Street Date Received: 03/15/21 Suite 200 Date Analyzed: 03/18/21 Torrance, CA 90503 Date Printed: 03/18/21 First Reported: 03/18/21 Job ID/Site: CI21011-5; 350 Main St; El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 7 Date(s) Collected: 03/12/2021 Total Samples ;analyzed: 5 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 32 51423093 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 33 51423094 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 34 51423095 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 35 51423096 Layer: White Drywall ND Layer: Off -White Skimcoat/Joint Compound Chrysotile 2 % Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (20 %) Fibrous Glass (2 %) 36 51423097 Comment: Sample not analyzed due to prior positive result in series. 37 51423098 Comment: Sample not analyzed due to prior positive result in series. 38 51423099 Layer: Beige Non -Fibrous Material ND Layer: White Plaster ND Layer: Tan Mastic with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) I of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Asbestos Percent in Asbestos Lab Number Type Layer Type Report Number: B315144 Date Printed: 03/18/21 Percent in Asbestos Percent in Layer Type Layer Tiffam Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = M 'Trace' denotes the presence of asbestos below the LOQ. 'ND' ='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (clictit)nairied on such report. Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sarnple(s) tested. Supporting laboratory documentation is available upon request This report must not be reproduced except in full, unless approved by SGSFL, The client is solely responsible for the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 gale/krdan P�e�ol' • ENVIRONMENTAL MANAGEMENT SERVICES �/ w ftje t Number f LABORATORY SAMPLE ANALYSIS REQUEST L Submitter Name fletAl0 date Submitted _—� TURNAROUND Client Name +'67 Phone # /iz/za/4s/ Billing Address k� jh 4/5day Site Address r PC FILM: CO 400 1000 T M: BULK AIR MVAC QuALITATIvE QuANTrrATIVE AHERA Level II NIOSH TAAMAME ACE ICP ANALYZE TO FIRST S V FA Received By fA Time Date 3858 CARsoN ST., SurrE 200 • ToRRANCE, CA. 90503-6705 • TFL. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6288 35 In 33 36 = Bulk Suspect Asbestos Sample — Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-5 February 2, 2021 34 City Hall Building West Conference Room 350 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 6. City all: Finance, Treasurer and Payroll offices - Interior remodel including mooring, wall painting, electrical modifications ItE. SIC Agreement No. 628Wnal Report SG$__ II ABORAIMItHEIS Bulk Asbestos Analysis (EPA Method 40CF. Part 763, Appendix E to Subpart E and EPA 600/R-93-116. Visual Area Estimation) NVLAP Lab Code: 101459-1 Gale/Jordan Associates Client 5105 Joanie Keiser ReportNumber: B315145 3858 Carson Street Date Recei-ve : 03/15/21 Suite 200 Date Analyzed: 03/18/21 Torrance, CA 90503 Date Printed: 03/18/21 First Reported: 03/18/21 Job ID/Site: CI21011-6; 350 Main St, El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 12 Date(s) Collected: 03/12/2021 Total Samples Analyzed: 10 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 39 51423100 Layer: Black/Tan Mastics with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 40 51423101 Layer: Black/Tan Mastics with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 41 51423102 Layer: Black/Tan Mastics with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 42 51423103 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Paint ND Layer: White Skimcoat/Joint Compound ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 43 51423104 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Brown Mastic ND Layer: Paint ND Layer: White Skimcoat/Joint Compound ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 44 51423105 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 1 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B3 15145 Date Printed: 03/18/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer .............. 45 51423106 Layer: White Drywall ND Layer: Off -White Skimcoat/J0im Compound Chrysotile 2% Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (2%) Cellulose (20 %) Fibrous Glass (10 %) 46 51423107 Comment: Sample not analyzed due to prior positive result in series. 47 51423108 Comment: Sample not analyzed due to prior positive result in series. 48 51423109 Layer: Grey Sheet Flooring ND Layer: Fibrous Backing ND Layer: Off -White Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 49 51423110 Layer: Grey Sheet Flooring ND Layer: Fibrous Backing ND Layer: Off -White Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 50 51423111 Layer: Grey Sheet Flooring ND Layer: Fibrous Backing ND Layer: Off -White Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = I %. `Trace' denotes the presence of asbestos below the LOQ. 'ND'='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report, Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sarriple(s) tested. Supporting laboratory documentation is available upon request This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL, SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 gdl i d di�'�'"1,� idtes c, Page _ of ENVIRONMENTAL MANAGEMENT SERVICES / / Project Number , LABORATORY SAMPLE ANALYSIS REQUEST �, r Submitter Name �' Date Submitted TURNAROUND Client Name in lel'0Phone # � /12/24/48/ t Billing Address"' Pu Site Address_ 4 / 5 day PCM PLM: STA 'DARI)�), POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I H NIOSH METALS: AA/FLAME AANURNACE ICP ANALYZE TO FIRST POSITIVE Chain of Custody R Acased. By Received By Time Date o 3858 CARBON ST., SufTE 200 • TORRANCE, CA. 90503-6705 • TES. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6288 Odle/ C eSs d SSUCi • Page of ENVIRONMENTAL MANAGEMENT SERVICES 'r,✓ Project Number LABORATORY SAMPLE ANALYSIS REQUEST ��m�° r t,/ Date Submitted a Submitter Name ..��'� TURNAROUND ��,; Client Name „. �' Phone # Billing Addressor /12/24/48/2h .._. �..,., Site Address w 4 / 5 day PCM PLM-,- STANDA4 D POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I H NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE T'O FIRST POSITIVE Sample Number Material Description volume Location Date Collected (L) , �J'a /' �Pe' vi, cy (v - eot C _.. Chain of Custody Released By Received By Time Date µ.. a� " 3858 CARBON ST., SurrE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Final Report FORENSIC Agreement No. 6288 Metals Analysis of'Paints (AlHA-LAP. LLC Accreclitntion, Lab ID #W1629) Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: M23 )2406 3858 Carson Street Date Received: 03/15/21 Suite 200 Date Analyzed: 03/17/21 Torrance, CA 90503 Date Printed: 03/17/21 First Reported: 03/17/21 Job ID/Site: C12101 1; City Hall, 350 Main St., El Segundo SGSFL Job ID: 5105 Date(s) Collected: 03/12/21 Total Samples Submitted: 9 Total Samples Analyzed: 9 Result Reporting Method Sample Number Lab Number Analyte Result Units Limit* Reference PB-05 LM201205 Pb < 0.007 Aq% 0.007 EPA 305013/7000B PB-06 LM201206 Pb < 0.006 wt% 0.006 EPA 305013/700013 PB-07 LM201207 Pb < 0.006 wt% 0.006 EPA 305013/700013 PB-08 LM201208 Pb < 0.006 wt% 0.006 EPA 3050B/7000B PB-09 LM201209 Pb 0.23 wt% 0.02 EPA 305013/7000B PB-10 LM2012 10 Pb < 0.01 wt% 0.01 EPA 305013/700013 PB-11 LM201211 Pb < 0.006 wt% 0.006 EPA 305013/700013 PB-12 LM201212 Pb < 0.006 wt% 0.006 EPA 305013/700013 PB-13 LM201213 Pb 0.27 wt% 0.02 EPA 305013/700013 * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. osa, Labora o y Beatriz 1-fintqJ4 Supervisor, Carson Laboratory Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on Such report. Resu Its, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request, This report must not be reproduced except in fiall, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories. SGS Forensic Laboratories is not able to assess the degree ofhazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose ofall samples after a period of thirty (30) days, according to all state and federal guidChrICS, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise rioted. Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form I of 1 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 a of J ale/Jurdall assulatesq HICS Page ENVIRONMENTAL MANAGEMENT SERVICES Project Number0/1 LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name Date Submitted TURNAROUND V, O'� 2e Client Name J Phone # 12 / 24 / 0 C"1h Billing Address _7> 4 / 5 day <-> U 0 Site Address PCM PLM: STANDARD POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level 1 11 NIOSH METALS: LAM '' AAIFURNACE ICP ANALYZE TO FIRST POSITIVE Sample Number Material Description Volume Location Date Collected 0-5 L4 70(A 0A � N W Ci /1 11VY4 z 1-a 0 0 l jet W11, L HI On r we - brtw P11. A on �) ry Chain of Custody Received By Time Date 3- 3858 CARBON ST., SurrE 200 * ToRRANCE, CA. 90503-6705 # TEL. (310) 316-4377 * FAx (310) 316-4558 Agreement No. 6288 N♦ = Bulk Suspect Asbestos Sample = Suspect Lead Paint Sample — Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-6 February 2, 2021 City Hall Building Finance, Treasurer, & Payroll Offices 350 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 7. City a l: City Clerk's office — window modifications, wall painting, electrical modifications 1O �q ��Y SIC' Agreement No. 628vna1 Report SG$_ LAIIII 0 Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 10 1459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315146 3858 Carson Street Date Received: 03/15/21 Suite 200 Date Analyzed: 03/18/21 Torrance, CA 90503 Date Printed: 03/18/21 First Reported: 03/18/21 Job ID/Site: C121011-7; 350 Main St, El Segundo, CA Date(s) Collected: 03/12/2021 SGSFL Job ID: 5105 Total Samples Submitted: 10 Total Samples Analyzed: 8 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 51 51423112 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Paint ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 52 51423113 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 53 51423114 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 54 51423115 Layer: Beige/Tan Mastics ND Layer: Black Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 55 51423116 Layer: Beige Mastic with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 56 51423117 Layer: Beige/Tan Mastics ND Layer: Black Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) I of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B3 15146 Date Printed: 03/18/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbei Type Layer Type Layer Type Layer 57 51423118 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Tan Mastic ND Layer: Black Mastic Chrysotile 2% Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 58 51423119 Comment: Sample not analyzed due to prior positive result in series. 59 51423120 Comment: Sample not analyzed due to prior positive result in series. 60 51423121 Layer: Light Beige Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) W. Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('L,OQ') = I %. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' ='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client)named on such report. Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsible for the use and interpretation of test results and reports requested from SGSFL, SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Submitter Name Client Name, _"/ o Billing Address fir- Site Address� PCM Agreement No. 6288 g Page Lo MOWN assuciates,,0C. ENVIRONMENTAL MANAGEMENT SERVICES 2. Project Number 00 LABORATORY SAMPLE ANALYSIS REQUEST Date Submitted TURNAROUND ECPhone # �' /12/24/48/ 2 .fl„ . 4/5day PLM: TA�I)_ePOINT COUNT: 400 1000 .� TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH PETALS: AA/FLAME AA/FURNACE ICP ANALYZE TO FIRST PCISITIVE Chain of Custody eleased Bye Received By Time Date �� I/Z-1 3858 CARBON ST., SutrE 200 • TORR.ANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6288 N f- ?�� j ?K. , = Bulk Suspect Asbestos Sample = Suspect Lead Paint Sample —Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-7 February 2, 2021 City Hall Building City Clerk's Office 350 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 8 City all: Basement Finance Office - Interior remodel including flooring, wall painting, electrical modifications FORENSIC S , LABORATORIES UR1ES .. . . ......... Agreement No. 628Wna1 Report (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 101459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: 13315147 3858 Carson Street Date Received: 03/15/21 Suite 200 Date Analyzed: 03/17/21 Torrance, CA 90503 Date Printed: 03/18/21 First Reported: 03/18/21 Job ID/Site: C121011-8; 350 Main St, El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 18 Date(s) Collected: 03/12/2021 Total Samples Analyzed: 18 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 61 51423122 Layer: White Drywall ND Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %) 62 51423123 Layer: White Drywall ND Layer: Paint ND Layer: Tan Adhesive ND Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %) 63 51423124 Layer: White Drywall ND Layer: Paint ND Layer: Tan Adhesive ND Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (10 %) 64 51423125 Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 65 51423126 Layer: White Drywall ND Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) I of 3 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B315147 Date Printed: 03/18/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbei Type Layer Type Layer Type Layer 66 51423127 Layer: White Skimcoat/Joint Compound ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 67 51423128 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 68 51423129 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Layer: Paint ND Layer: White Skimcoat/Joint Compound ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 69 51423130 Layer: Brown Non -Fibrous Material ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 70 51423131 Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 71 51423132 Layer: Black Semi -Fibrous Material ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) Fibrous Glass (5 %) 72 51423133 Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 73 51423134 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (25 %) Synthetic (10 %) 2 of 3 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B315147 Date Printed: 03/18/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbet Type Layer Type Layer Type Layer 74 51423135 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (25 %) Synthetic (10 %) 75 51423136 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (25 %) Synthetic (10 %) 76 51423137 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 77 51423138 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 78 51423139 Layer: Beige Fibrous Material ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = I%. 'Trace' denotes the presence of asbestos below the LOQ.'ND'='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) narned on such report. Results. reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting labotaioty docunwniafion is, ucuilable upon request, This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefier the use and interlvmnion of tell resufts and reports requested ficar SOS171., SGSFL is not able to assess the degree of hazard resulting from materials analyzed, SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 3 of 3 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 1 Fax: (310) 763-4450 Submitter Name 4 r Client Name L.r Billing Address Site Address —� PCM Agreement No. 6288 adle/jeaddo dsSuddest ince Page J—of ENVIRONMENTAL MANAGEMENT SERVICES p Project Number / �,y)rp LABORATORY SAMPLE ANALYSIS REQUEST �Date Submitted TURNAROUND /12/24/48 KZ2t 4/5day PLM: ST'ANDA -` POINT COUNT: 400 1000 TEM: BULY, AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE TO FIRST POSITIV Chain of Custody " R eased By Received By Time Date /V' _ 3858 CARSON ST., SurrE 200 • TORRANCE, CA. 90503-6705 9 TEL. (310) 316-4377 • FAX (310) 316-4558 Agreement No. 6288 Pagelof -2- gd11e/Jcrddn iISSUCideS, inc, ENVIRONMENTAL MANAGEMENT SERVICES Pr(kject Nurnber LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name f Date Submitte TURNAROUND Client Name 4 niPhone 12 / 24 / 48 Billing Address 4 5 day Site Address PCM PLM: �STANIIA 90) POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERALevel l 11 NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE TO FIRST P 0 S IT' IVE Chain of Custody Released Received By Time Date 3858 CARSON ST., SUITE 200 * ToRRANcr, CA. 90503-6705 * TEL. (310) 316-4377 * FAX (310) 316-4558 -%,:,—r= R' Agreement No. 6288 1' k _ r•'• 63/65 67 Em ``} r '1 1 I 77 •1� 1 •. x I« • ti � • 1' r � e , •k ' a r" 78 mm, « j 70 41 69, EF .• r•.— trL. Y p w ! ✓ ti L11 LG wF„ a.. „ 5 75 r 10 = Bulk Suspect Asbestos Sample — Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-8 February 2, 2021 City Hall Building Basement Finance Office 350 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 9. Police Department 38 Main Street, El Segundo oe 's Restroom & Shower — A A FOIIENSIC Agreement No. 62na1 Report S-GmII ABDRA I GliEIIIIIIIIIIS Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-1 16, Visual Area Estimation) NVLAP Lab Code: 101459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315520 3858 Carson Street Date Received: 03/19/21 Suite 200 Date Analyzed: 03/25/21 Torrance, CA 90503 Date Printed: 03/25/21 First Reported: 03/25/21 Job ID/Site: CI21011-9; 348 Main St., El Segundo,CA SGSFL Job ID: 5105 Total Samples Submitted: 18 Date(s) Collected: 03/19/2021 Total Samples Analyzed: 16 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbei Type Layer Type Layer Type Layer 79 51424996 Layer: Yellow Fibrous Material ND Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 80 51424997 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 81 51424998 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (35 %) Fibrous Glass (45 %) 82 51424999 Layer: Brown Drywall ND Layer: Paint ND Layer: Off -White Skimcoat/Joint Compound Chrysotile 2 % Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (20 %) 83 51425000 Comment: Sample not analyzed due to prior positive result in series. 84 51425001 Comment: Sample not analyzed due to prior positive result in series. 85 51425002 Layer: Black Felt ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (75 %) 1 of 3 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Report Number: B315520 Client Name: Gale/Jordan Associates Date Printed: 03/25/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Numbei Type Layer Type Layer Type Layer 86 51425003 Layer: Black Felt ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (75 %) 87 51425004 Layer: Black Felt ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (75 %) 88 51425005 Layer: Grey Non -Fibrous Material ND Layer: Yellow Mastic ND Layer: Paint with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 89 51425006 Layer: Grey Non -Fibrous Material ND Layer: Yellow Mastic ND Layer: Paint with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 90 51425007 Layer: Grey Non -Fibrous Material ND Layer: Yellow Mastic ND Layer: Paint with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 91 51425008 Layer: Grey Tile ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 92 51425009 Layer: Grey Tile ND Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 93 51425010 Layer: Grey Tile ND Layer: Beige Mastic ND Layer: Brown Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 2 of 3 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B315520 Date Printed: 03/25/21 ........ . . — Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer M 51425011 Layer: Beige Mastic Total Composite Values of Fibrous Components Cellulose (Trace) 95 Layer: Beige Mastic 51425012 Total Composite Values of Fibrous Components Cellulose (Trace) M Layer: Beige Mastic Total Composite Values of Fibrous Components: Cellulose (Trace) ND Asbestos (ND) ND Asbestos (ND) ND Asbestos (ND) ws Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = I%, 'Trace' denotes the presence of asbestos below the LOQ.'ND'="None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories(SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGSFI- The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL- SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 3 of 3 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Submitter Name Client Name Billing Address Site Address PCM Agreement No. 6288 a Pageof / o ENVIRONMENTAL MANAGEMENT SERVICES Project NuuTwber4�3 LABORATORY SAMPLE ANALYSIS REQUEST "Ile Date Submitted r r,r rI r irr Phone # r TURNAROUND —/12/24/48/ q 4/5day PL TAND� POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: A"LAME AAIFURNACE ICP AN AL YZE T 0 FIRSTSIT IVE Sample Number Material Description Volume L Location Date Collected A z° o u l c NA Chain of Custody Re eased y Received By Time Date VV 3858 CARSON ST., SUrrE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAX (310) 316-4558 Agreement No. 6288 adle/Jaddn dUCCIdes.nc, 0 i Page Rof� ENVIRONMENTAL MANAGEMENT SERVICES �^ Project Number �� 7 LABORATORY SAMPLE ANALYSIS REQUEST 5ubmitter Name f- Date Submitted TURNAROUND Client Name Phone # Billing Address / 12 / 24 / 48 / 6 Site Address a — 4 / 5 day PCM PL : T 7POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE T FIRST P01 STV Sample Number Material Description volume I Location Date Collected (L ro Z &� � Low vJ /q S q /Q g N I Q� r n k Chain of Custody elease Received By Time Date 3858 CAR50N ST., SUITE 200 * TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAX (310) 316-4558 Agreement No. 6288 = Bulk Suspect Asbestos Sample 0 = Suspect Lead Paint Sample —Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C1210011-9 February 2, 2021 Police Department Building Women's Restrooms & Shower 348 Main Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 10. Recreation Park Check ut Building 4,011 Sheldon Street, El Segundo Restroom & Shower — A A III°°ORENSIC Gl$ . ............. Agreement No. 62E@nal Report (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 10 1459-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315521 3858 Carson Street Date Received: 03/19/21 Suite 200 Date Analyzed: 03/25/21 Torrance, CA 90503 Date Printed: 03/25/21 First Reported: 03/25/21 Job ID/Site: C12 1011 -10; 401 Sheldon St., El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 6 Date(s) Collected: 03/19/2021 Total Samples Analyzed: 6 Asbestos Percent in Asbestos Percent in Asbestos Pei -cent in Sample ID Lab Numbet Type Layer Type Layer Type Layer 97 51425014 Layer: Beige Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 98 51425015 Layer: Beige Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 99 51425016 Layer: Grey Cementitious Material ND Layer: White Cementitious Material ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 100 51425017 Layer: White Drywall ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (7 %) 101 51425018 Layer: White Drywall ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (15 %) 102 51425019 Layer: White Drywall ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (15 %) I of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B315521 Date Printed: 03/25/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ.'ND'="bone Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report. Results. reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting labomwry documentation is available upon request. this repor must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interprcl4on of test results and reports Pequested from S(xSrL SGSFI., is net able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period ofthirty (30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 gale/Judani �of Page �• ENVIRONMENTAL MANAGEMENT SERVICES Project Number " vw- LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name f 0 late Submitted OY Client Name V 0 , t JO Phone # Billing Address /,I ec-. k5 Site Address I PCM PLM: TAN I1 _ POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE METALS: AA/FLAME AA/FURNACE ICP TURNAROUND _/12/24/48(72hr 4/5day QUANTITATIVE AHERA Level I II NIOSH ANALYZE TO FIRSTPOSITIVE Sample Number Material Description volume (L Location Date Collected , bq 1�5?p 4- /M�IE-e I o3 lav? p -1 47 zoo L fL C a GL r UUJ �V1 i © V VGA f I Chain of Custody Received By Time I Date 3858 CARSON ST., SurrE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Final Report FG�IIENSIC Agreement No. 6288 -.S-G$ . . . . ....... Gale/Jordan Associates Joan ie Keiser 3858 Carson Stieet Suite 200 Torrance, CA 90503 Metals Analy - TTLC L.AP. L Accreditation. Lab ID #101629) (A114A '�is of Bulks Client ID: 5105 Report Number: M232582 Date Received: 03/19/21 Date Analyzed: 03/24/21 Date Printed: 03/24/21 First Reported: 03/24/21 Job ID / Site: C12 1011 - 10; 401 Sheldon St., El Segundo, CA SGSFL Job ID: 5105 Date(s) Collected: 03/19/21 Total Samples Submitted: 4 Total Samples Analyzed: 4 Result Reporting Method Sample Number Lab Number Analyte Result Units Limit* Reference PB-25 LM201541 Pb PB-26 LM201542 Pb PB-27 LM201543 Pb PB-28 LM201544 Pb 0.059 wt% 0.003 EPA 3050B/7000B 0.26 wt% 0.02 EPA 3050B/7000B 2.1 wt% 0.2 EPA 3050B/7000B 0.0045 wt% 0.0006 EPA 3050B/7000B * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Beatriz Hinojosa, Labora o y Supervisor, Carson Laboratory Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of tyre person or entity (client) named on such report, Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client This report applies only to the sarnple(s) tested. Supporting laboratory documentation is available upon request, This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation oftcst results and reports requested frorn SGS Forensic Laboratories. SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period ofthirty (30) days, according to all state and federal guidelines, unless otherwise specified, Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sarriple receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain ofcustody form. I of 1 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Submitter Name Client Name Billing Address r Site Address PCM Agreement No. 6288 gale/Juddn , "Inc. Page—Lof ENVIRONMENTAL MANAGEMENT SERVICES PrGJet Number LABORATORY SAMPLE ANALYSIS REQUEST rip 0Eate Submitted TURNAROUND hone _# /12/24/48/ ,r✓ t 4 / 5 day PL _ STANDARD POINT COUNT: 400 1000 TE BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FURNACE ICP ANALYZE T'O FIRSTPOSITIVE__ 3858 CARSON ST., SUITE 200 • ToRRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 . �'• ' ` 1 A reerrent No. 6288 • NIN k "d Ma M •N ®' r MV Pb-25' .,. Mk MM M • ff M JLr ..y •..• Id . Tr Pb-28 .1 I 4 I Pb-24 +a Pb-2 3 • me • r � •NN.' �wMW Pb- 98/101 99/102 Pb-26 Pb-27 ammall Pb-19 ...,., ., .am Pb-21 NN 97/100 M-20 1 Pb-08 = Bulk Suspect Asbestos Sample = Suspect Lead Paint Sample — Identified by Sample Numbers Check Out Building This Drawing is not 3858 Carson Street, Suite 200 g To Scale Torrance, CA 90503 Restrooms & Shower 401 Sheldon Street (310) 316-4377 El Segundo, CA Sample Locations (310) 316-4558 C121011-10 Are Approximate Agreement No. 6288 Joslyn Center 339 Sheldon Street, El, Segundo estroo — A A 1I�IIEIYSIC Agreement No. 628Wnal Report I ABORA ra�IIES Bulk Asbestos Analysis (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) NVLAP Lab Code: 10 145 9-1 Gale/Jordan Associates Client ID: 5105 Joanie Keiser Report Number: B315522 3858 Carson Street Date Received: 03/19/21 Suite 200 Date Analyzed: 03/23/21 Torrance, CA 90503 Date Printed: 03/25/21 First Reported: 03/25/21 Job ID/Site: C1210-1 1; 339 Sheldon St., El Segundo, CA SGSFL Job ID: 5105 Total Samples Submitted: 12 Date(s) Collected: 03/19/2021 Total Samples Analyzed: 10 Asbestos Pei -cent in Asbestos Percent in Asbestos Percent in Sample TD Lab Number Type Layer Type Layer Type Layer 103 51425020 Layer: Grey Fibrous Tile ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (2 %) Fibrous Glass (85 %) 104 51425021 Layer: Grey Fibrous Tile ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (2 %) Fibrous Glass (85 %) 105 51425022 Layer: Grey Fibrous Tile ND Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (2 %) Fibrous Glass (85 %) 106 51425023 Layer: White Drywall ND Layer: Off -White Skimcoat/Joint Compound Chrysotile 2% Layer: Paint ND Total Composite Values of Fibrous Components: Asbestos (Trace) Cellulose (25 %) Fibrous Glass (Trace) 107 51425024 Comment: Sample not analyzed due to prior positive result in series. 108 51425025 Comment: Sample not analyzed due to prior positive result in series. 109 51425026 Layer: Red -Brown Non -Fibrous Material ND Layer: Off -White Mastic ND Layer: Beige Non -Fibrous Material ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) I of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Client Name: Gale/Jordan Associates Report Number: B315522 Date Printed: 03/25/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 110 51425027 Layer: Red -Brown Non -Fibrous Material ND Layer: Off -White Mastic ND Layer: Beige Non -Fibrous Material ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 111 51425028 Layer: Red -Brown Non -Fibrous Material ND Layer: Off -White Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 112 51425029 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 113 51425030 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 114 51425031 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) Tiffam Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOIN') = I%. 'Trace' denotes the presence of asbestos below the LOCH. 'ND'='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report Results. reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting labmatory documentation' s, avaiNible upon request. This rqiinil must not be reproduced except in full, unless approved by SGSFL. The client is solely responsible for the use and interInctation of test results and tepoos requested from S6SVI., SGSFL is net able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose ofall samples after a period of thirty (30) days, according to all state and federal guidelines. unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Submitter Name Client Name � Billing Address Site Address PCM gale/Joadan assca"ates, inc, Page ENVIRONMENTAL MANAGEMENT SERVICES z�'�g1 %�} Project Number l LABORATORY SAMPLE ANALYSIS REQUEST f a'C Date Submitteds TURNAROUND a Phone # _/12/24/48/ 2 r .t 0 C l ado' A -, 1 4/ s day PLM: ,T AND POINT COUNT: 400 1000 TM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AANLAME AANURNACE ICP AL,oVA.LYZE TO FIRST POSITIVIV Sample Number Material Description Volume Location Date Collected (L biv w a/V'fo f aL G� y 5 if 0 Chain of Custody Rel ed By, _) Received By Time Date t� '3-- IF 5,11-21 38M cARsoN ST., SuTrE 200 • TORRANCE, CA. 90503-6705 • TES. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6288 Submitter Name Client Name �' Billing Address Site Address 33 PCM gale/Jordan assmeates, Inc. Pagec�of 2�' ENVIRONMENTAL MANAGEMENT SERVICES Project Number � Q LABORATORY SAMPLE ANALYSIS REQUEST Date Submitted ( TURNAROUND Phone # n 44- _/12/24/48/ 2 ��r 4/5day PL : T V OINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AANLAME AANURNACE ICP Sample Number Material Description volume {L Location Date Collected 61 a A 44 l� I `two Mpo'rn i Chain of Custody Rene $y Received By Time Date 3858 CARSON Ss., Suim 200 1 TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6 Idgal Report Metals Analysis of Paints (AIHA-LAP, LLC Accreditation, Lab ID #10 1629) Gale/Jordan Associates Client ID: 5105 Joame Keiser Report Number: M232585 3858 Carson Street Date Received: 03/19/21 Suite 200 Date Analyzed: 03/24/21 Torrance, CA 90503 Date Printed: 03/24/21 First Reported: 03/24/21 Job ID/Site: C121011-11; 339 Sheldon St., El Segundo, CA SGSFL Job ID: 5105 Date(s) Collected: 03/19/21 Total Samples Submitted: I Total Samples Analyzed: I Result Reporting Method Sample Number Lab Number Analyte Result Units Limit* Reference PB-29 LM201545 Pb 0.25 Wt% 0.02 EPA 305013/700013 * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Beatriz Hin 'osa, NLabora o v Supervisor, Carson Laboratory Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories, The client is solely responsible for the use and interpretation oftest results and reports requested from SGS Forensic Laboratories. SGS Forensic Laboratories is not able to assess the degree of hazard resulting fi-om materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual, Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain ofeustody form. I of' 1 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 Odle/j*crddn iISSM"des, Inc. P,agei—of ENVIRONMENTAL MANAGEMENT SERVICES Project Numbcr/,Y"� /0/,/ LABORATORY SAMPLE ANALYSIS REQUEST Submitter Nam!, 91. Date Submitted3 TURNAROUND Client Name Phone# 11-77! /12/ 24 / 48("'2 Billing Address Site Address 4 5 day PCM PLM: STANDARD POINT COUNT: 400 1000 TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERALevel l 11 NIOSH METALS: (�AfA/F�LAMI AA/FURNACE ICP ANALYZE TO FIRST POSITIVE Sample Number Material Description Volume (L) Location Date Collected /Vl L �ay t,\ Al� '�Y'4, 1A10 0, V, vVel fw r 0 A M? C1 � R06 wkV -11 A on r Chain of Custody R leased B" Received By Time Date z 3858 CARSON ST., SUITE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 FAX (310) 316-4558 Agreement No. 6288 T ■ OW I +Irv. 1 10 r ■r ■ ■ ■® M ■i ■ ■ ■ ■ i`■r r■ ■■■ 1 ■' 103 104 ■ ■ ■ � 1 '1 � r ■ ■ ■,, 2 LC ■ �M �I �I � II "■r � ■ .1 a." i ,� ■ ■� Pb-32 � +� Pb-31 ■■ �" ■ 1. Pb-33 106 Pb-29 ■ Pb-30 1 ■ ■ ■, ■r ■ ■ ■ ■ 1■0■ ■ ■ ■ rrr ■ ■ ■ ■■ ■■ ■ 1 1 112 �' 1■ 0 ■K t74 jr * 114 113 ■ ■ 110 a IL 1 ■ 1 0105. ■■ to ■1 f 90 a■ 4 108 109 100111 M owl rP"" 1, ■ = Bulk Suspect Asbestos Sample 0 = Suspect Lead Paint Sample —Identified by Sample Numbers 3858 Carson Street, Suite 200 Torrance, CA 90503 (310) 316-4377 (310) 316-4558 C121011-11 February 2, 2021 Joslyn Center Restrooms 339 Sheldon Street El Segundo, CA This Drawing is not To Scale Sample Locations Are Approximate Agreement No. 6288 12. Fire Station # . 314 Main Street, El Segundo estroo I° ' Iy S IC Agreement No. 628$'nal Report LAB 0 Bulk Asbestos Analysis (EPA Method 40CF, Part 763, Appendix E to Subpart E and EPA 600/R-93-116. Visual Area Estimation) NVLAP Lab Code: 101459-1 Gale/Jordan Associates Client 5105 Joanie Keiser Report Number: B315523 3858 Carson Street Date Received: 03/19/21 Suite 200 Date Analyzed: 03/25/21 Torrance, CA 90503 Date Printed: 03/25/21 First Reported: 03/25/21 Job ID/Site: CI21011-12; 314 Main St., El Segundo, CA SCSFL Job ID: 5105 Total Samples Submitted: 6 Date(s) Collected: 03/19/2021 Total Samples Analyzed: 6 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer 115 51425032 Layer: Beige Mastic with Debris ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 116 51425033 Layer: Beige Mastic ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 117 51425034 Layer: Black/Beige Mastics ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) 118 51425035 Layer: Brown Non -Fibrous Material ND Layer: Off -White Mastic ND Layer: Wallcovering with Tan Adhesive ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) Synthetic (7 %) 119 51425036 Layer: Brown Non -Fibrous Material ND Layer: Off -White Mastic ND Layer: Paint ND Layer: Drywall Backing ND Total Composite Values of Fibrous Components: Asbestos (N) Cellulose (Trace) Synthetic (7 %) 120 51425037 Layer: Brown Non -Fibrous Material ND Layer: Off -White Mastic ND Layer: White Skirncoat/Joint Compound ND Layer: Drywall Backing ND Total Composite Values of Fibrous Components: Asbestos (ND) Cellulose (Trace) Synthetic (7 %) 1 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 7634450 Agreement No. 6288 Report Number: B315523 Client Name: Gale/Jordan Associates Date Printed: 03/25/21 Asbestos Percent in Asbestos Percent in Asbestos Percent in Sample ID Lab Number Type Layer Type Layer Type Layer Tiffani Ludd, Laboratory Supervisor, Carson Laboratory Note: Limit of Quantification ('LOQ') = I%, 'Trace' denotes the presence of asbestos below the LOQ.'ND'='None Detected'. Analytical results and reports are generated by SGS Forensic Laboratories (SGSFI,) at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client- This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGSFL. The client is solely responsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period ofthirty(30) days, according to all state and federal guidelines, unless otherwise specified. All samples were received in acceptable condition unless otherwise noted. 2 of 2 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 / aale/Jordan l ' i I! Page of ENVIRONMENTAL MANAGEMENT SERVICES Project Number LABORATORY SAMPLE ANALYSIS REQUEST -)'ADate Submitted r ` Submitter Name TURNAROUND Client Name tirloftone # 12/24/4 Billing Address + �� Site Address "� J0,4 / 5 day PCM PLMLSTANDA"OINT COUNT: 400 1000 7��" TEM: BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I II NIOSH METALS: AA/FLAME AA/FURNACE ICP ANALYZE TO FIRST POSITIVE Sample Number -ou Material Description Volume {L) Location .<Tivr Date Collected l Ir I ?"A�L-6 "C ,P Zf�n Chain of Custody leasWB Received By Time Date a 3858 CARSON ST., SvrrE 200 • TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • Fax (310) 316-4558 Final Report REIYSIC Agreement No. 6288 Metals Analysis of Bulks - TTLC (AIHA-[�AP. L C Accreditation, Lab ID #101629) Gate/Jordan Associates Joanie Keiser 3858 Carson Street Suite 200 Torrance, CA 90503 Job ID / Site: C121011-12; 314 Main St., El Segundo, CA Date(s) Collected: 03/19/21 Report Number: M232587 Date Received: 03/19/21 Date Analyzed: 03/24/21 Date Printed: 03/24/21 First Reported: 03/24/21 SGSFL Job ID: 5105 Total Samples Submitted: I Total Samples Analyzed: I Result Reporting Method Sample Number Lab Number Analyte Result Units Limit* Reference PB-34 LM201550 Pb 0.29 wt% 0.02 EPA 305013/700013 * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Beatriz ffinoJNosa, Labora o ySupervisor, Carson Laboratory Ann lytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request frorn client. This report applies only to the sample(s) tested. Supporting laboratory docurnentation is available upon request. This Teport must not be reproduced except in full, unless approved by SGS Forensic T-aboratorics. The client is solely responsible for the use and interpretation of test results and reports requested fi-orn SGS Forensic Laboratories, SGS Forensic Laboratories, is not able to assess the degree of hazard resulting fforn materials analyzed. SGS Forensic Laboratories reseries the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories Standard Operating Procedures Manual, Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. I of 1 20535 South Belshaw Avenue, Carson, CA 90746 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-4450 Agreement No. 6288 galei �of / , i Page ENVIRONMENTAL MANAGEMENT SERVICES Project Number gz LABORATORY SAMPLE ANALYSIS REQUEST Submitter Name W_ .: Date Submitted TURNAROUND - Client Name Phone # P/ 12 / 24 / 48 72 Billing Address —.:;ea — 4/sday Site Address �' PCM PLM: STANDARD POINT COUNT: 400 1000 TE BULK AIR MVAC QUALITATIVE QUANTITATIVE AHERA Level I H NIOSH TAILS: t7��ACE ICP A A V Z E T 0 F1 RST P 0 S 1 T I V Sample Number Material Description "'plume Location Date Collette( (L /0C) I r r rt Chain o1 Cus,tody 17 iaaed Received By Time Date w 3858 CARBON ST., SurrE 200 + TORRANCE, CA. 90503-6705 • TEL. (310) 316-4377 • FAx (310) 316-4558 Agreement No. 6288 rr, L PANTRY v' /( 4 la 9 [ cipawa Iw„ ti '�.RGffi71 11 A 7GYJI- ti•nr y I r( 1f , J 7 MM 1us "N., 1 M 4N1hr d 13. µ e 34 COTrCL CAM1 Ik 12f� I TE NaI�JN g I. 1 a _rrn y Tli I i _ 116 xm�ar.r r � ( CRMT t V Q 1 OR I, v.� OPEN OFFrCC L� .�—•�— OVEN { Ol 114 1 Y Jt'INIMAM AI .,,.1 1;0 115 001 FEAr VCE T)AV cmv, 100VY { C � Jf 4,1 I IE � f = Bulk Suspect Asbestos Sample 0 = Suspect Lead Paint Sample — Identified by Sample Numbers Fire Station #1 This Drawing is not 3858 Carson Street, Suite 200 To Scale Torrance, CA 90503 Front Offices 314 Main Street (310) 316-4377 El Segundo, CA Sample Locations (310) 316-4558 C121011-12 Are Approximate February 2, 2021 Agreement No. 6288 APPENDIX 5 Project Plans J Q w z 0 C V O U) m u p m O c ° m av O y c � •C 'CO ? _ 4 7 C O .0 N p (A cn ++ N C +O+ C C m C L) O O m aa1)0mm o ,cc cz L N a c o) ~ O p) y U c :� •- m c (C9 E Qw a p N O O U O f- O) p c c y m c� Z'LOE cn N G U w 0 NU.L, 0U ` m o 0 c 3 U m m0 o o .2 p) ; C cn s C 2 m 'C O O O '� O cL0 a ,� c- E m D O O C N C N O E O N U w Et m .� a . o }�5 p •C O O C m c N 0 7 E-6 V'C �.0 O0 d C N O tEEQE moo m ML a vi u .E m o (Dw�c'co �3�ta�a Z s 3 E W CD w:6FMm�� o m.0 c c oa��ZZ oE V m O a) V C O U O N O >''C O t Cc m -0++ 34 0 a Ul N At,�'e� r�'qR No U) W C 'a O O O U 0 d O O U c .. O C m a C O N m O L O 0-0 cn 0 C cn , C t0-, O = C m U C "Lp a 3 N m O O C u pf •a ,a m E a = L M c L �O O C m 3 p O m w c c � m c o macmE Ey°�c � y C 0 p E Cr O Q O U N p c ,c�v p .- cmi m C 0 m N J C cCG N O aC+ E tom,, •L � fn _ L C9 V C m _ N - m 3 L o v o C W C N m O V M V V - y C-"C O 0- M U �3amia a�tmircoW 3�N) E c CO a m o ° m oun.o� cco o > ca c t. c N��oo °cca�i O (A O m •p O U - _ O O Q vo U) v Q +_' C M t �� O a O �O E L � O O O N v)aa0 t C CaO O O 0.0 Z, O YL m cn t5 o p 3 N O m (C 'L�c OQ. +O-• O N � E3m0m o > E L � U o�-.ccLo13 m o E o c C N U C N O V . N ��acoE = O L .a O CDO O vor )E�m. ° 4)) C ofo L L U > Cp O O D U m aoom� I CL 0 0uu0Em 7 3 M � t O C 7 in �+ V E C C O'DL iinnE°)v a+jRcoa�a a C a +L, p. 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The bid due date and time is changed to Tuesday, January 11, 2022 at 11:00 am. In response to contractor questions: 2. The Engineer's Estimate for this project is $252,000, 3. On Page I-A-3 of the specifications, in the Notice Inviting Sealed Bids, this sentence, "For these projects, those acceptable classes of license shall be "A" and "B." has been revised to replace the word "and" with the word "or." The sentence now reads: "For these projects, those acceptable classes of license shall be "A" or "B." As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this completed Addendum page with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non- responsive and subject to rejection. Signature: Print Company Name:. Page 1 of 1 Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 6288 CITE OF ELSEGUNDO January 5, 2022 ADDENDUM NO.2 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time remains Tuesday, January 11, 2022 at 11:00 am. 2. Please see this project's attached Supplement to Addendum 2 for bid opening instructions, bid -related questions and the responses to them, as well as additional specifications for project clarification. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this completed Addendum page with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non- responsive and subject to rejection. Signature: Print Company Name: Page 1 of 1 Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 6288 CITY OF EL SEGUNDO CITY HALL ADA PUBLIC RESTROOMS IMPROVEMENT PROJECT PROJECT NO.: PW 21-08 COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NO. 602294-20 ADDENDUM NO.2 SUPPLEMENT DATE: January 5, 2022 TO: All Prospective Bidders Clarifying information and answers to bid questions have been provided below. The information in this Addendum has been made available to all prospective bidders and shall be considered as incorporated into the above -referenced project specifications. All other portions of Contract Documents and previous Addenda not specifically mentioned in this Addendum remain in force. A. CHANGES TO THE BID OPENING PROCEDURE: City Hall is located at 350 Main Street, El Segundo, CA 90245. Please follow the procedure below for the Tuesday, January 11, 11:00 am bid opening: Each bidder's representative is required to wear a mask and maintain a 6-foot distance when interacting with City staff and others, and when they are inside the building. 2. Instead of the City Clerk's Office, the bid opening will be held outside the City Hall Council Chambers lobby. The lobby area is accessible through the double automatic doors on the Main Street side of the City Hall Building. The double doors will be unlocked and opened 15 minutes prior to the bid opening. 3. Bidders are more than welcome to submit their bid by the US postal service or other carrier service. However, thebidderis responsible for vc ri fyin2ttheir bid hasµ_bewen received in the City Clerk's Office i) o to the bid o ep ping. The City Hall number is 310-524-2300. 4. Bidders can also choose to submit bids in person. The City Clerk's Office will open the doors 15 minutes before the bid opening and will accept bids at that time. Please plan to be there early enough so that your bid may be received well before 11:00 am, in case there are multiple bidders there to do the same thing. 5. The City Clerk's Office will collect bid packages and record them on a log sheet. Having submitted their bid, bidders will wait outside in the Civic Center Plaza area until the bid opening. 6. Bid packages will either be opened outside the building or in the Council Chambers foyer. Bid amounts will be recorded on the log sheet and the log sheet will be signed by representatives from the City Clerk's Office and the Public Works Department. 7. The Public Works Department will email the completely -signed bid log sheet to all planholders once received from the City Cleric's Office, the same day as the bid opening. Agreement No. 6288 B. BID QUESTIONS AND ANSWERS Question 1: How much is the project cost estimate? Answer: $252,200 Question 2: We have an apprentice program. Are there special federal funding requirements for that? Answer: Yes; only Apprentice Certifications from the federal Office of Apprenticeship will be accepted for all Apprentices used at any time on this project. The Labor Union that dispatches the Apprentice should be able to obtain the proper federal Certification for the contractor and/or subcontractor to submit. Question 3: What are the number of days for each phase? Answer: There are 155 working days allotted for the project. The Contractor shall schedule the beginning, construction, and completion of each phase separately from each other within that time period. Question 4: Are there aspects of the construction that are design -build? Answer: The plumbing plan only shows the location of existing and new fixtures. The required installation of underground and in -wall piping are design -build by the contractor at the direction of the jurisdiction, once the walls are opened up and the amount of space and existing pipes can be seen. Refer to note #1 of Plumbing Plan Notes. Question 5: Do Simplex fire alarm components have to be used to replace any that are removed? Answer: Not necessarily. However, Fire Alarm removal, re -installation and any required upgrade shall be made compatible with the existing system. Refer to note #3 of Existing Plan/Demolition Notes. Question 6: Does the City already have a schedule for the other project that will be taking place in the east lobby? Answer: Not yet. The Contractor will receive a copy of the Civic Center Maintenance and Repairs Project's schedule when one is available. The City Engineer has stated that the Civic Center Maintenance Project construction schedule shall take priority between the two projects so the Contractor will have to work around their construction.