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HomeMy WebLinkAboutResolution - 2009-R0291 - Contract - Beldon Roofing Company - Municipal Square Re-Roofing Services - 07_28_2009 (3)Resolution No. 2009—RO291 July 28, 2009 Item No. 5.24 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Unit Price Construction Contract No. 9043 for Municipal Square Re -Roof services per ITS # 09-725-DD, by and between the City of Lubbock and Beldon Roofing Company of Carrollton, Texas, and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 28th day of July , 2009. �,�rr-ram �'`�'✓�j ,.{ TOM MARTIN, MAYOR ATTEST: Rebecca arza, City Secretary APPROVED AS TO CONTENT: lt'�" �-� Mark earw d, Assi tant City Manager Chief nformation Officer APPROVED AS TO FORM: Chad Weaver, Assistant City Attorney vw/ccdocs/Chad/Resolutions/RES.Contract-Belton Roofing Company July 17, 2009 (ITY OF I:T TIIFR()(' 1'L ='x�.'.I-IO 1-OCR lL IC.IPAL, SQi-,"AWE, TTR 4 09-T' 5-T)i) Cont3.act ji T .9 043 !'i ris 4iccificP tiaiis 11lav e c)btaificd ftoin -RFPIZ 1)11C"I'l()N C.C}-Ii':1N ` CITY OF LUBBOCK INVITATION TO BID t FOR t TITLE: 3 MUNICIPAL SQUARE RE -ROOF ADDRESS: LUBBOCK, TEXAS ITB NUMBER: 09-725-DD l _ Contract # 9043 PROJECT NUMBER: 91190.8302.30000 CONTRACT PREPARED BY: PUBLIC WORKS CONTRACTING OFFICE Page Intentionally Left Blank ITB# 09-725-DD, Addendum # 1 City of Lubbock PUBLIC WORKS CONTRACTING OFFICE SUITE 204, MUNICIPAL BUILDING 1625 I3TH STREET LUBBOCK, TEXAS 79401 PH:(806)775-2168 FAX:(806)775-2164 http://purchasing.ci.lubbock.tx.us DATE ISSUED: CLOSE DATE: ADDENDUM # I ITB # 09-725-DD MUNICIPAL SQUARE RE -ROOF June 26, 2009 July 9, 2009 @ 1:00 P.M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Davis -Bacon Wage Determinations is REPLACED with the attached. All requests for additional information or clarification must be submitted in writing and directed to: Darlene Doss, Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457 Questions may be faxed to (806)775-2164 or Email to ddoss@mylubbock.us THANK YOU, CITY OF LUBBOCK DARLENE DOSS BUYER It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidders responsibility to advise the City of Lubbock Buyer if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a _single source. Such notification must be submitted in writing and must be received by the Buyer no later than five (5) business days prior to the bid close date. A review of such notifications will be made. ITB# 09-725-DDadI Paae Intentionally Left Blank DAVIS BACON WAGE DETERMINATIONS I: Page Intentionally Left Blank r" t, GENERAL DECISION: TX20080015 04/10/2009 TX15 Date: April 10, 2009 General Decision Number: TX20080015 04/10/2009 Superseded General Decision Number: TX20070015 State: Texas 11 Construction Type: Building County: Lubbock County in Texas. BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories). (Use current heavy & highway general wage determination for Paving & Utilities Incidental to Building Construction). .UJ Modification Number Publication Date 0 02/08/2008 1 03/28/2008 2 04/11/2008 3 06/06/2008 4 07/25/2008 5 12/05/2008 j 6 01/23/2009 7 04/10/2009 CARP1884-001 05/01/2008 Rates Fringes CARPENTER ........................$ 19.58 4.96 MILLWRIGHT .......................$ 20.08 4.96 ---------------------------------------------------------------- ELEC0602-002 12/01/2008 Rates Fringes ELECTRICIAN ......................$ 18.78 7.37 ---------------------------------------------------------------- PLUM0629-001 06/01/2008 Rates Fringes PLUMBER ..........................$ 19.20 6.55 ---------------------------------------------------------------- * SFTX0669-001 04/01/2009 Rates Fringes SPRINKLER FITTER (Fire Sprinklers) ......................$ 25.90 14.30 ---------------------------------------------------------------- SUTX1992-001 03/16/1992 Rates Fringes Acoustical Ceiling and Drywall Mechanic .................$ 10.00 .25 BRICKLAYER .......................$ 11.74 GLAZIER ......... ................. $ 9.50 LABORER:. Mason Tender ........... $ 6.55 LABORER ..........................$ 6.55 LATHER ...........................$ 11.17 PAINTER ..........................$ 10.50 PLASTERER ........................$ 11.17 Power equipment operators: Backhoe.....................$ 10.50 .42 ROOFER, Including Built Up, Composition and Single Ply Roofs ............................$ 9.71 Sheet metal worker (Including duct work) .......................$ 8.80 .69 WELDERS - Receive rate prescribed for the craft performing operation to which welding is incidental. ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter g * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should 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 is not satisfactory, then the process described in 2.) and 3.) should 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 Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage _ payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Page Intentionally Left Blank City of Lubbock, TX Public Works Contracting Office Contractor Checklist for ITB # 09-725-DD Before submitting your bid, please ensure you have completed and included the following: 1. Carefully read and understand the plans and specifications and properly complete the BID SUBMITTAL FORM. Bid submittal form MUST be completed in blue or black ink or by typewriter. Signatures must be original, in blue or black ink, and by hand. Amounts shall be written in both words and numerals and in the event of a discrepancy the amounts written in words shall govern. Include corporate seal and Secretary's signature. Identify addenda received / (if any). Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 2. Include BID BOND or CASHIER'S OR CERTIFIED CHECK as sure our bid . Failure to Y surety. / provide a bid surety WILL result in automatic rejection of your bid. 3. �✓ Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. 4. Ensure your bid is RECEIVED by the City of Lubbock Public Works Contracting Office prior to the deadline. Late bids will not be accepted. 5. Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. P � Q This must include the signature of the agent or broker. Contractor's signature must be original. 6. Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be explained in detail and submitted with Bid. 7. Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. S. Complete and submit the PROPOSED LIST OF SUB -CONTRACTORS. DOCUMENTS REQUIRED WITHIN TWO BUSINESS DAYS AFTER CLOSING I. Complete and submit the FINAL LIST OF SUB -CONTRACTORS. FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS COMPLETED PAGE AS THE FIRST PAGE OF YOUR BID SUBMITTAL. i� (T)pe or P t Company Name) Page Intentionally Left Blank i 2. 3. i, 4. s+' 5. 6. 7. 8. 9. 10. 11. 12. { LJ f INDEX NOTICE TO BIDDERS GENERAL INSTRUCTIONS TO BIDDERS BID SUBMITTAL — (must be submitted by published due date & time) 3-1. UNIT PRICE BID SUBMITTAL FORM 3-2. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT 3-3. SAFETY RECORD QUESTIONNAIRE 3-4. SUSPENSION AND DEBARMENT CERTIFICATION 3-5. PROPOSED LIST OF SUB -CONTRACTORS POST -CLOSING DOCUMENT REQUIREMENTS — (to be submitted no later than two business days after the close date when bids are due.) 4-1. FINAL LIST OF SUB -CONTRACTORS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT GENERAL CONDITIONS OF THE AGREEMENT DAVIS BACON WAGE DETERMINATIONS SPECIAL CONDITIONS (IF APPLICABLE) SPECIFICATIONS Page Intentionally Left Blank NOTICE TO BIDDERS Pate Intentionally Left Blank NOTICE TO BIDDERS ITB # 09-725-DD Sealed bids addressed to Darlene Doss, Buyer, City of Lubbock, Texas, will be received in the office of the Buyer, Municipal Building, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 1:00 P.M. on July 9, 2009 or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project: ' "MUNICIPAL SQUARE RE -ROOF" After the expiration of the time and date above first written, said sealed bids will be opened in the Public works Contracting Office and publicly read aloud. It is the sole responsibility of the bidder to ensure that 3 his bid is actually in the office of the Buyer for the City of Lubbock, before the expiration of the date above d _ first written. Bids are due at 1:00 P.M. on July 9, 2009 and the City of Lubbock City Council will consider the bids ' on July 30, 2009 at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said R, contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of "A" or better. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. FAILURE OF THE BIDDER TO INCLUDE BID SECURITY WITH THE BID SUBMITTAL SHALL CONSTITUTE A NONRESPONSIVE BID AND RESULT IN DISQUALIFICATION OF THE BID SUBMITTAL. It shall be each bidder's sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre -bid conference on June 25, 2009 at 10:00 A.M. in the Municipal Building, Committee Room 103, 1625-13`' Street, Lubbock, Texas. Bidders may view the plans and specifications without charge at The Reproduction Company, 2102 Avenue Q, Lubbock, Texas 79405 or at www.thgoroductioncompany.com. ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. Deposit Checks shall be made PAYABLE TO THE CITY OF LUBBOCK, and will be refunded if documents are returned in good condition within Sixty (60) days after the opening of bids. Additional sets of plans and specifications may be obtained at the bidder's expense. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem - " wages included in the contract documents on file in the office of the Buyer of the City of Lubbock, which i document is specifically referred to in this Notice to Bidders. Each bidder's attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, and the requirements contained therein r concerning the above wage scale and payment by the contractor of the prevailing rates of wages as ; T heretofore established by owner in said wage scale. The City of Lubbock hereby notifies bidders that in regard to any contract entered into pursuant to this _> advertisement, minority and women business enterprises shall be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you require special assistance, please contact the Public Works Contracting Office at (806) 775-2168 or write to Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. CITY OF LUBBOCK DARLENE DOSS BUYER r- GENERAL INSTRUCTIONS TO BIDDERS Paye Intentionally Left Blank GENERAL INSTRUCTIONS TO BIDDERS 1 BID DELIVERY, TIME & DATE E 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish ITB # 09-725-DD, C MUNICIPAL SQUARE RE -ROOF per the attached specifications and contract documents. Sealed bids will be received no later than 1:00 P.M., on July 9, 2009 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB # 09-725-DD, MUNICIPAL SQUARE RE -ROOF" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. -- Bids must be addressed to: Darlene Doss - Buyer City of Lubbock 1625 13th Street, Room 204 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Public Works Contracting Office. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE -BID MEETING For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory, pre -bid meetine will be held at June 25. 2009 at 10:00 A.M. in the Municipal Building. Committee Room 103,1625-13" Street, Lubbock, Texas. 2.1 All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do F not attend the pre -bid meeting. 3 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by ADDENDA information available over the Internet at www.bidsync.com. We strongly suggest that you check for any addenda a minimum of i forty-eight hours in advance of the response deadline. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Public Works Contracting Office. At the request of the bidder, or in the event the Public Works Contracting Office deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Public Works Contracting Office. Such - addenda issued by the Public Works Contracting Office will be available over the Internet at www.bidsvnc.com and will become part of the bid package having the same binding effect as provisions of the original ITB. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Public Works Contracting Office no later than five (5) calendar days before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Public Works Contracting Office in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. } 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Buyer and a clarification obtained before the bids are received, and if no such notice is received by the Buyer prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Buyer before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 5 BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for an services or g Y Y �. equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, includingtrade secrets and commercial or financial information clean identify those portions. Y� fY 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Open Records Act. 2 ' 7 LICENSES PERMITS TAXES ' The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or �_. may be required to pay. 8 UTILIZATION OF LOCAL BUSINESS RESOURCES Prospective bidders are strongly encouraged to explore and implement methods for the utilization of local resources, and to outline in their bid submittal how they would utilize local resources. 9 CONFLICT OF INTEREST 9.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. 10 CONTRACT DOCUMENTS 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 11 PLANS FOR USE BY BIDDERS j It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by t the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents may be examined without charge as noted in the Notice to Bidders. 12 BIDDER INOURUES AND CLARIFICATION OF REQUIREMENTS 12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Buver if anv lanauam. reauirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Public Works Contracting Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. 12.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS FgMATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: Darlene Doss - Buyer City of Lubbock Public Works Contracting Office 1625 13th Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 Email: ddoss m lubboek.us Bidsync: www.bidsyne.eom 13 14 15 16 17 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within ONE HUNDRED FIFTY (150) CONSECUTIVE CALENDAR DAYS from the date specified in the Notice t' to Proceed issued by the City of Lubbock to the successful bidder. 13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the ' progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. AFFIDAVITS OF BILLS PAID 3 The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the I '1 improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. GUARANTEES 17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance,'the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 17.4 The warranties contained herein are separate and discrete from any other warranties specified in this i Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the 4 E Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 18 PLANS FOR THE CONTRACTOR _. The contractor will, upon written request, be furnished up to ten sets of plans and specifications and related contract documents for use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to $t suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 19 PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, ._ supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. t ' 20 TEXAS STATE SALES TAX 201 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 22 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 23 EXPLOSIVES 23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 23.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 24 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 25 INSURANCE 25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OV LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. 26 LABOR AND WORKING HOURS 26.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Texas Government Code, Chapter 2258, Prevailing Wage Rates providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in the contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under the contract requiring an inspector shall not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 26.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 27 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City .of Lubbock on whose behalf this contract is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 28 PROVISIONS CONCERNING ESCALATION CLAUSES Bids. submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 29 PREPARATION FOR BID 29.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. 29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 29.3.1 Bidder's name 29.3.2 Bid for ITB # 09-725-DD, Municipal Square Re -Roof 30 31 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. { - 29.5 Pursuant to Texas Local Government Code 252.043(g), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and will include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates for Contractor and all Sub -Contractors. 6) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's -bid may be deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, _ without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. (e) The safety record of the Contractor and proposed Sub -Contractors Before contract award, the recommended contractor for this project may be required to show that he has experience with similar projects that require the Contractor to plan his work efforts and equipment needs with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list of ALL similar municipal and similar non -municipal current and completed projects for the past three (3) years for review. This list shall include the names of supervisors and type of equipment used to perform work on these projects. In addition, the Contractor may be required to provide the name(s) of supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock specifications herein. 32 BID AWARD 32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept. the offer most advantageous to the City of Lubbock in its sole i discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid for Bid Items 1 through 3 plus the sum of any Alternate Bids or Options the City may select. a 32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. i 32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the ;._ State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 32.6. NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. 33 ANTI -LOBBYING PROVISION 33.1 DURING THE PERIOD BETWEEN THE BID CLOSE DATE AND THE CONTRACT AWARD, BIDDERS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DIRECTLY DISCUSS OR PROMOTE THEIR BID WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT IN THE COURSE OF CITY - SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS, UNLESS REQUESTED BY THE CITY. 33.2 This provision is not meant to preclude bidders from discussing other matters with City Council members or City staff. This policy is intended to create a level playing field for all potential bidders, assure that contract decisions are made in public, and to protect the integrity of the bid process. Violation of this provision may result in rejection of the bidder's bid. 34 PREVAILING WAGE RATES 34.1 Bidders are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates, with respect to the payment of prevailing wage rates for the construction of a public work, including a building, highway, road, excavation, and repair work or other project development or improvement, paid for in whole or in part from public funds, without regard to whether the work is done under public supervision or direction. A worker is employed on a public work if the worker is employed by the contractor or any subcontractor in the execution of the contract for the project. l ..S 34.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than the general prevailing rate of per diem wages for the work of a similar character in the locality in which the work is performed, and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. 'R 34.3 The State of Texas has adopted the Federal Davis -Bacon wage rates for use in Texas pursuant to and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the U. S. Department of Labor web site at the following web address to obtain the rates to be used in Lubbock County: bq://www.gpo.gov/davisbacon/allstates.html 34.4 It shall be the responsibility of the successful bidder to obtain the proper wage rates from the web site for the type of work defined in the bid specifications. ' 34.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. i� 10 BID SUBMITTAL FORM Page Intentionally Left Blank BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: 7-08-09 PROJECT NUMBER: # 09-725-DD - MUNICIPAL SQUARE RE -ROOF Bid of Beldon Roofing Co. (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of MUNICIPAL SQUARE RE -ROOF, having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. Estimated Item Quantity No. & Unit Description of Item Total Amount BASE BID 1. 1 LS Replace the existing roof at the Police Department in accordance with the plans and specifications. TOTAL ITEM #1: Two Hundred Seventy Nine Thousand One Hundred Dollars. $ / LS ($279,100.00 ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) Al-l. 1 LS Replace existing roof for the Information Technology Department. TOTAL ITEM # Al-l: Thirty Seven Thousand Eight Hundred Dollars. $ / LS ($37,800.00 ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) ADDITIVE OPTION 2 A2-1. 120 LF Removal and reinstallation of windows with new continuous sill pan flashing and new sealant as specified. TOTAL ITEM # A2-1: Sixty One Dollar and Sixty Six cents a LF(1201f) $ / LF($61.66 ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within (150) ONE HUNDRED FIFTY CONSECUTIVE CALENDAR DAYS thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $250 (TWO HUNDRED FIFTY) for each day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Y�Bidder's Initials Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of THIRTY (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum ofDollars ($ J 7,000. )�t is agreed shall be collected and retained by the OwrKr as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.04, 3(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. (Seal if B: ATTEST: Secretary Bidder acknowledges receipt of the following addenda: Addenda No. Date Addenda No. Date Addenda No. Date Addenda No. Date Date: rl ` 9 Authorized Signatu Bradford D. Beldon (Printed or Typed Name) Beldon Roofing Comvan Company 2440 Lacy Lane, Ste. 106 Address Carrollton, T% City, County Texas 75006 State Zip Code Telephone: 214 _ 738-7540 Fax: 877 _ 929-0929 FEDERAL TAX ID or SOCIAL SECURITY No. 74-1316691 M/WBE Firm: Woman I I Black American Native Arerican Hispanic American I I Asian Pacific American Other (Specify) CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder and Agent Must be submitted with Bid L the undersigned Bidder, certify that the insurance requiremeats contained in this bid document have been reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able '- to, within ten (10) business days after being notified of such award by the City of Lubbock, furnish s valid insurance certificate to the City Ming all of the requirements defined in this bid. Z&ArSi.J. Batis, Jr. Contractor (Print) CONTRACTOR'S FIRM NAME: Beldon Roofing ComyanY (Print or Typo) CONTRACTOR'S FIRM ADDRESS: 5039 Weat Avenue,L San Antonio, Texas 78213 [_ Name ofAgent/Broker: Cobbs. Allen & Hall/Robert Berman 4 -� Agent /-,Broker (Signature) Address ofAgent/Broker: Post Office Box 538047 City/Statc/Zip: Bin 6j ham, Alabama 352530-0847 AgentBroker Telephone Number: ( 205 ) 414-8100 ext 1221 Date: %/6 /cl NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Buyer for the City of Lubbock at (806) 775-2168. BtD # 09-725-DD - MUNICIPAL SQUARE RE -ROOF Paize Intentionally Left Blank SAFETY RECORD QUESTIONNAIRE The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government Code, and consider the safety records of potential contractors prior to awarding bids on City contracts. Pursuant to Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and criteria for accurately determining the safety record of a bidder prior to awarding bids on City contracts. The definition and criteria for determining the safety record of a bidder for this consideration shall be: The City of Lubbock shall consider the safety record of the bidders in determining the responsibility thereof. The City may consider any incidence involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among other things: a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the bidder for violations of OSHA regulations within the past three (3) years. b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations within the past five (5) years. Envirorunental Protection Agencies include, but are not necessarily limited to, the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of State Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Board (SPCB), agencies of local governments responsible for enforcing environmental protection or worker safety related laws or regulations, and similar regulatory agencies of other states of the United States. Citations include notices of violation, notices of enforcement, suspension/revocations of state or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. c. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death. d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the bidder and his or her ability to perform the services or goods required by the bid documents in a safe environment, both for the workers and other employees of bidder and the citizens of the City of Lubbock. [n order to obtain proper information from bidders so that City of Lubbock may consider the safety records of potential contractors prior to awarding bids on City contracts, City of Lubbock requires that bidders answer the following three (3) questions and submit them with their bids. - QUESTION ONE Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acthig for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years? YES NO % If the bidder has indicated YES for question number one above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such citation: Date of offense, location of establishment inspected, category of offense, final dispo ition of offense, if any, and penalty assessed. Bidder's Initials QUESTION Two Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement, suspension/revocations of state or federal licenses, or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. YES NO % If the bidder has indicated YES for question number two above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any, and penalty assessed. QUESTION THREE Has the bidder, or the firm, corporation, partnership, or institution represented by bidder, or anyone acting for such firm, corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense which resulted in serious bodily injury or death? YES NO If the bidder has indicated YES for question number three above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty assessed. ACKNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF LUBBOCK I certi6, that l have made no willful misrepresentations in this Questionnaire nor have I withheld information in my statements and answers to questions. I am aware that the information given by me—W—this questionnaire shall be investigated, with my frill permission, and that any misrepresentatiotfser-emissi yuse my 'd to be rgjected. D. Beldon Title president 2 SUSPENSION AND DEBARMENT CERTIFICATION Federal Law (A-102 Common Rule and OMB Circular A-110) prohibits non -Federal entities from contracting with or making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of $25,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients). Contractors receiving individual awards of $25,000 or more and all sub -recipients must certify that their organization and its principals are not suspended or debarred by a Federal agency. Before an award of $25,000 or more can be made to your firm, you must certify that your organization and its principals are not suspended or debarred by a Federal agency. I, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. COMPANY NAME: Beldon Roofing Company FEDERAL TAX ID or SOCIAL I' ' No �`!-1316691 i" Signature of Company Official: ¢" Printed name of company official signin_g_abaye: Bradford D. Beldon, President Date Page Intentionally Left Blank 1. 2. 3. 4. 5. 6. 7. S. 9. 10. 11. 12. 13. 14. 15. 16. Mom• I�1 �T. : aZ� �M�M:7,Ti� � � _� Company Name and City Minority Owned Yes or No ckUanl- El ❑ D ❑ ❑ D D ❑ D ❑ D ❑ D ❑ ❑ 0 0 ❑ ❑ THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR BID IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO Pate Intentionally Left Blank 1. 2. 3. 4. 5. 6. 7. s. 9. 10. 11. 12. 13. 14. 15. 16. PROPOSED LIST OF SUB -CONTRACTORS Company Name and City Mnority Owned Yes or No J)W rletkle If7e' I Jk,-biXl- El )6ir ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR BID IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO Pate Intentionally Left Blank From: Beldon Roofing Company To: Darlene flonfing 10 M u n A Nome rou Can Trust 2440 Lack lane, 5alro#lu6 [arrolllon, T% 75006 (972)247-2777 (BM) 680.7663 Pox (BOO RXfI-XE111I www.beldon.com Date: July 29, 2009 Page: 2/2 Date: 7/29/2009 4:03:12 PM �a„ndedti�l To: Darlene City of Lubbock Re: City of Lubbock — Bid Information From: 'Mark Werner, TEAM Representative ww w ww wwwwww www t wwwwtw+rwstww3w+s Darlene conversation with Sandra Medina this afternoon, Beldon Roofing . r [� your 9 Company is still planning on using Dent Electric as a subcontractor for the electrical work to be performed in conjunction with the roofing work for the City of Lubbock project. No other subcontractors will be utilized. hate of Akbaaa Stow of ArYnsvm $tote of WWO Stale of aoory{a State of leohloeu Ste" of Mwallopl Staff of New Meow #31161 #01S623606 JYMCOOS7 MMus tieme #44W #1944 #35720 #04W10503 #X)mii t ftma of Novella Siva of NenA colon State of Pkb6.ow ftoto of WA C"ioa five of Toww"m ACAT of Total #64211 NMI WMIlslbe+u#n121171% #6104176 4001406 40tod("remael fullendd f164 p r Pate Intentionally Left Blank PAYMENTBOND Pay-e Intentionally Left Blank mo. 9dqus-08-�6 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE 1, (CONTRACTS MORE THAN $25,000) KNOW ALL MEN BY THESE PRESENTS, that�l- (hereinafter called the Principal(s), as Principal(s), and (hereinafter called the Suret s), as Surety s),rehelld and firmly bound unto the City of Lubbock (hereinafter called the ,- Obligee), in the amount of Dollars ($ j, lawful money of the United States for the payment whereof, the said Principal andSurety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the CaKnday of 2009, to and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shalt pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this day of 2009. Surety (Company Name) (Title) l�l;c/-rR�l /,1v�hdrec�se` 4 The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County yt whom any requisite notices may Lc delivered} and on whom se ice of proc ss may be had in matters arising out of such suretyship. Surety C * By- Approved as to form: City of ubb By: 1 y Attorney * Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has,authority.to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. i 2 .................................................. ......... ......... ___... PERFORMANCE BOND Page Intentionally Left Blank %�ahcP no, 9a9 4 { S T P TUTGRY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE 4 (CONTRACTS MORE THAN $100,000) Q KNOW ALL MEN BY THESE PRESENTS, that Q hereinafter called the Principal(s), as Principal(s), and (hereinafter called the Surety(s), as Surety s), ar&`" held and firmly bound unto the City of Lubbock (hereinafter called the, Dollars $ lawful money of the Obligee), in the `anioixnt (r Y United States for" the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the CgKrtay of 2009, to and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this js X day of i— 12009. Qtt 0"' Surety / (Company Name) *By: A (Title) /M;cA Ye+,drrc%oL- E Cie (Title) / The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates CTG,a�e�fi,of ••. an agent resident in Lubbock County to whom any requisite notice.- may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety p (Title) �/D. Approved as to Form City of c By: City Attorney * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing 5' that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 3 1 I ti i t t I i 2 JI Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Michael D Hendrickson, Individually of Hurst, TX, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 26th day of March, 2009. Suer, WESTERN SURETY COMPANY ? �NP4q,QOp.14 g4j��eDs'-z ���N OPK�1P Paul . Bruflat, Senior Vice President State of South Dakota ss County of Minnehaha On this 26th day of March, 2009, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires d D. KRELL November 30, 2012 l E r NOTARY PUBLIC EAS L i SOUTH DAKOTA r D. Krell, No ary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this i3 day of ".r �SR€-'rC6 WESTERN SURETY COMPANY �;wQ�pPOq,�'x�;q -Wi40 'ZIf f •... 1P,a / L. Nelson, Assistant Secretary Fgfm F4280-09-06 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. MAW Western Surety Company Figure: 28 TAC §1.601(a)(3) 1 IMPORTANT NOTICE To obtain information or make a complaint: 2 You may contact Western Surety Company at 605-336-0850. 3 You may call Western Surety Company's toll -free telephone number for information or to make a complaint at: 1-800-331-6053 4 You may also write to Western Surety Company at: P.O. Box 5077 Sioux Falls, SD 57117-5077 5 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 6 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-Nail: ConsumerProtection@tdi.state.tx.us AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede comunicarse con Western Surety Company al 605-336-0850. Usted puede Ilamar al numero de telefono gratis de Western Surety Company's para informacion o para someter una queja al: 1-800-331-6063 Usted tambien puede escribir a Western Surety Company: P.O. Box 5077 Sioux Falls, SD 57117-5077 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-Nail: ConsumerProtection@tdi.state.tx.us 7 PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiene una dispute concerniente a su prima o a premium or about a claim you should contact un reclamo, debe comunicarse con el Western Western Surety Company first. If the dispute is not Surety Company primero. Si no se resuelve la resolved, you may contact the Texas Department disputa, puede entonces comunicarse con el of Insurance. departamento (TDI). 8 ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Forth 1929-4-2008 CERTIFICATE OF INSURANCE Paae Intentionally Left Blank Rev CERTIFICATE OF LIABILITY INSURANCE OP ID L1 DATE(MM/DDIYYYY) BELDO-1 08 11 09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Cobbs, Allen & Hall HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 115 Office Park Drive, Ste 200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Birmingham AL 35223 Phone: 205-414-8100 INSURERS AFFORDING COVERAGE TNAIC# INSURED INSURER A: Zurich -American Ins Co i 16535 INSURER B: American Guarantee & Liability 26247 Beldon Roofing Company INSURERC: ACE American Insurance 5039 West Ave INSURER D. San Antonio TX 78213 -- t INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. lNb LTR NSR TYPE OF INSURANCE I POLICY NUMBER POLICY EFFECTIVE DATE MMIDD/YYYY I EXPIRATION DATE MWDD LIMITS GENERAL LIABILITY EACH OCCURRENCE s2,000,000 A ! X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE O OCCUR GL0913831902 i 1 06/30/09 06/30/10 PREMISES(Ea occurence) $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY s2,000,000 GENERAL AGGREGATE s4,000,000 I GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s4,000,000 POLICY X PRO LOC JECT € A AUTOMOBILE �X LIABILITY ANY AUTO BAP913831802 06/30/09 06/30/10 COMBINED SINGLE LIMIT (Ea accident) $ 1, 0 0 0, 0 0 0 BODILY INJURY (Per person) $ ( ` ALL OWNED AUTOS SCHEDULED AUTOS I BODILY INJURY { (Per accident) $ HIRED AUTOS NON -OWNED AUTOS ! PROPERTY (Per accident) AMAGE $ I GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO ( OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ 1, 0 0 0 , 0 0 0 B X I OCCUR CLAIMS MADE I AUC508592805 06/30/09 06/30/10 AGGREGATE $ 1,000,000 $ hDEDUCTIBLE I $ X RETENTION $ 10, 000 ( C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N I ANY PROPRIETOR/PARTNER/EXECUTIVf[ j OFFICER/MEMBER EXCLUDED? (Mandatory In NH) WLRC45701153 06/30/09 06/30/10 X TORY LIMITS ER E.L. EACH ACCIDENT $ 1, 000, 000 E.L. DISEASE - EA EMPLOYEE $ 1, 0 0 0 , 0 0 0 Des, describe under SPECIAL PROVISIONS below i E.L. DISEASE - POLICY LIMIT I $ 1, 0 0 0 , 0 0 0 OTHER 4 i I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Subject: ITB-09-725-DD - Municipal Square Re -Roof; City of Lubbock, its officers, agents and employees shall be named additional insured as respects general liability coverage on a primary basis where required by written contract. See Attached CERTIFICATE HOLDER CANCELLATION City of Lubbock c/o City of Lubbock Public Works Contracting Office 1625 13th Street Suite 204 Lubbock TX 79401 ecnnn 9h tonnamit SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITYOL2 DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 01988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. \CORD 25 (2009101) D Q-0 Appendix to Certificate of Insurance re Status as "Additional Insured' Naming contractor, owner and/or any other person or entity as additional insureds on Beldon Roofing Company's insurance policy(ies) and/or making that coverage primary is intended to apply only to the extent that a negligent act or omission by Beldon Roofing Company causes a claim to be asserted or a loss to be sustained by contractor or owner. Any additional ,insured endorsement is not intended and shall not be construed to cause Beldon Roofing Company's insurer to be liable either to defend or to indemnify cotractor or owner for claims against or losses sustained that are not due to the fault of Beldon Roofing Company. �� 'i t Btu itg' CR:Ij► Oi�% i�ft 5 111� Waiver of Subrogation shall apply in favor of the City of Lubbock as respects General Liability, Auto Liability and Work Comp coverages where required by written contract. L Ac Ra CERTIFICATE OF LIABILITY INSURANCE "8/1'""/200'9 /1aaoo9 PROmmm (806) 892-2583 IFAX: (806) 892-3234 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Becton insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 812 Frontage Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Idalou TX 79329 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER x, Hartford Lloyds 38253 Elm" NLISCTRIC INC w3u,,ERB:Sentinel Ina Co. 11000 6206 KNOXVILLN DR TNSURERC:Texas Nutual insurance INSURER D: LUBBOCXj TX 79413 INSURER E: rn►s>raeC,Fs THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ITI MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INKX&6= POLICY NUMBER POLICY EFFECTIVE POI ►CY EXPIRATION LTB GENERAUu LUABrr EACH OCCURRENCE i 1 000 000 DAMAGE TCY RENTED COMMERCIAL GENERAL LIABILITY $ 300,000 A x CLAIW MADE ❑OCCUR 46SANVID6754 7/24/2009 7/24/2010 MEDExP ow i 10,000 PERSONAL&ADVINJURY $1 000 000 $ 2 000 000 GENERALAOGREGATE GF_M'L AGGREGATE LIMIT APPLIES PER: PROIXfCTS - COMPAOP AGG $ 2 000,000 ZI POLICY F—iLOC AUTOMOR"LIABILITY R ANY AUTO COMBV"SINGLELIMIT (Es accident) t 1,000,000 BODILYIN,IURr (�P—) B x ALL OWNED AUTOS SCHEDULED AUTOS 46VN=8791 7/24/2009 7/24/2010 i (Per Laaidert) Y INJURY ; HIRED AUTOS T70N-OWNE6 AUTOS PROPERTY DAMAGE (PeracdoeM) $ -- GARAGE LIABILITY AUTO ONLY - EA ACCIDENT i OTHER THAN EA ACC AUTO ONLY: AGG ANY AUTO 5 $ EXCESS I UMBRELLA LLASIUTY OCCUR CLAIMS MADE EACH OCCURRENCE $ 1, 000, 000 AGGREGATE $ 1 0O0 000 S i A x DEOUCTSLE GSDAVD6754 7/24/2009 7/24/2010 : % RETENTION $ 10,00 C WORMERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNEMEXECUTIVE ❑ OFF)CER/AIEMBER X,.,ED? oAmWoIary In NH) uyyeess daaoribeunder 3PFd PROVISIONS below' TOP0001159921 200805 8/5/2009 8/5/2010 WC STATU- OTFI E.L- EACH ACCIDENT i 1 OOO OOC E.LDISEASE -EAEMPLOYE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1 000 00( OTHER DESCRIPTION OF OPERAITONB I LOCATTON61 VEHICLES I Exetu ION8 ADDED BY EIIDORSEMNT I SPECIAL PROMMOld The City of Lubbock is a Primary Additional Insured with a Waiver Of Subrogation in favor of the City of Lubbock as required by contract City of Lubbock Public Workas Contracting 1625 13th Street Room 904 Lubbock, TX 79401 ACORD 25 (2009101) INS025 (moT) CANCELLATION SHOULD ANYOF TI(E ABOVE DESCRIBED POLICIES SECANCELLE-D BEFORE THE EXPIRATBOP DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAR 3 0 DAYS YAbTTEI NOTICE TO THE CERTIRCATE HOLDER NAMED TO THE LEF r, BW FAILURE TO DO 80 9HAL PYPOSE NO OBUOATIDN OR LIABILITY OF ANY POND UPON THE INSURER; ITS AGENTS O REPRESENTATIVES. AUTHOMM REPRESENTATIVE' TiTmnie Becton/TGRAY m 1988-2009 ACORD CORPORATION. All rights reserve The ACORD name and logo are reglatered marks: of ACORD CONTRACT 1 Pate Intentionally Left Blank CONTRACT #9043 L! STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 28"' day of July 2009, by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Beldon Roofing Company of the City of Carrollton, County of Dallas and the jState of Texas hereinafter termed CONTRACTOR. WI'TNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: 1,,BID# ITB- 09-725-DD - MUNICIPAL SQUARE RE -ROOF ' and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Conditions of Agreement. Beldon Roofing Company's bid dated July 8, 2009 is incorporated into and made a part of this agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. • '7kCT• By: A�i it PRINTED-AWZR' M i TITLE:_4k�S7 ' COMPLETE ADDRESS: l Company Address 3--V3 T `✓F1% l�� City, State, ZiArt�y7 l 7)?n -71 L/ 3 ATTEST: ..; {{ //,/- COT6are e CITY OF LUBBOCK, TEXAS (OWNER): By: V". --� MAYOR ATTEST: City Secktary APPROVED AS TO CONTENT: APP D AS T ORM: City Attorney Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit BELDON ROOFING COMPANY has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative WESLEY D. EVERETT, FACILITIES DIRECTOR, so designated who shall inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or inspectors shall act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". x 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors shall look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. CONTRACTOR'S RESPONSIBILITIES l.a Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless 1 otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative shall check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative shall not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor shall Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative shall not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension shall be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades are needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 2 t r 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the a execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) ` calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. d 18 19 WC Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the 4 work, shall be sustained and borne by the Contractor at its own cost and expense. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or, men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment are permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be e approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work shall be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests shall be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the j requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such 4 tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such jz inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial 1 action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work' as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or ._ Method C) - Ifneither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for extra work of any kind shall be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C) (1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the g Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in } Construction" of Associated General Contractors of America, except where incompatible with federal, state or ? . municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change shall be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self- insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of :payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. A. C. 1e E. F. Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit in the aggregate and per occurrence to include: Products & Completed Operations Hazard Contractual Liability Owner's and Contractor's Protective Liability Insurance - NOT REQUIRED. Comprehensive Automobile Liability Insurance (Waiver of Subrogation Required) The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, 30$ 0,000 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. Builder's Risk Insurance/Installation Floater Insurance - NOT REQUMED. Umbrella Liability Insurance - NOT REQUIRED. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required) Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000. 1. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC- 82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as foodibeverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. ' J P J The Contractor must provide a certificate of coverage to the governmental entity prior to being - awarded the contract. e 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new tj certificate of coverage with the governmental entity showing that coverage has been extended. _ 5. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity shall have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for f' one year thereafter; 9 G 1" (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who shall provide services on the project shall be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (i (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured a at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or t cancellation of the policies shown on the certificate. x j (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. f ? Y (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling ; of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; L _> 10 i t r (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental ' entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for { t one year thereafter; +-' (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATIONCOVERAGE "The law requires that each person working on this site or providing services related to -- - this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. " "Call the Texas Workers' Compensation Commission at 800-372-7713 or 512-804- 4000 (www.tdi.state.tx.us) to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage, " and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all �-� employees of the person signing this contract who will 3,, 11 M provide services on the project will be covered by workers' compensation coverage for the duration of the project, that sA , the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate m of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as a required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services.M 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERULMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, a harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. t .J 12 i is 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION i The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. E Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular €: design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, orthe conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. __ If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of ($250) TWO HUNDRED FIFTY PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each 13 35. U61 and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. It is expressly understood and agreed, b and between Contractor and the Owner, that the time for the substantial p Y gI' Y completion of the work described herein is reasonable time for the completion of the same, taking into t consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. tui TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,,, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly. agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 14 H 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the t.._ contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the 15 s s Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. F.1 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: _ 16 (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, `- then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or 17 (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion A of the work under substantially the same terms and conditions which are provided in this contract. In case r n ' of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and 1 remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said j notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in ' the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall 18 be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR f'. Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's .' work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at -, the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus €' materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, _ disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or 19 F asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 56. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. 57. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years thereafter the City or a duly authorized audit representative of the City, or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided under this Contract. In the event such an audit by the City reveals any errors/overpayments by the City, Contractor shall refund the City the full amount of such overpayments within thirty (30) days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 20 DAVIS BACON WAGE DETERMINATIONS Pap-e Intentionally Left Blank r 1 EXHIBIT A GENERAL DECISION: TX20080028 02/08/2008 TX28 Date: February 8, 2008 General Decision Number: TX20080028 02/08/2008 Superseded General Decision Number: TX20070028 State: Texas Construction Types: Heavy and Highway Counties: Ector, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. HEAVY (excluding tunnels & dams) and HIGHWAY PROJECTS (does not include building structures in rest area projects). Modification Number Publication Date 0 02/08/2008 * SUTX2004-001 11/09/2004 Rates Fringes Asphalt Distributor Operator ... $ 9.25 0.00 Asphalt Heater Operator ........ $ 11.21 0.00 Asphalt paving machine operator$ 11.16 0.00 Asphalt Raker ..................$ 9.51 0.00 Broom or Sweeper Operator ...... $ 8.57 0.00 Bulldozer operator ...........$ 9.76 0.00 Carpenter ......................$ 12.61 0.00 Concrete Finisher, Paving ...... $ 13.26 0.00 Concrete Finisher, Structures..$ 11.20 0.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator .......................$ 11.00 0.00 Electrician ....................$ 17.00 0.00 Form Builder/Setter, Structures$ 9.26 0.00 Form Setter, Paving & Curb ..... $ 9.82 0.00 Front End Loader Operator ...... $ 10.52 0.00 Laborer, common ................$ 8.51 0.00 Laborer, Utility ...............$ 10.46 0.00 Mechanic .......................$ 16.85 0.00 Motor Grader Operator Rough .... $ 11.75 0.00 Motor Grader Operator, Fine Grade ..........................$ 13.50 0.00 Planer Operator ................$ 13.36 0.00 Roller Operator, Pneumatic, Self -Propelled .................$ 7.67 0.00 Roller Operator, Steel Wheel, Flat Wheel/Tamping.............$ 8.06 0.00 Roller Operator, Steel Wheel, Plant Mix Pavement .............$ 7.50 0.00 Scraper Operator ...............$ 8.50 0.00 Servicer .......................$ 8.98 0.00 Slip Form Machine Operator ..... $ 13.64 0.00 Tractor operator, Pneumatic .... $ 12.00 0.00 Traveling Mixer Operator ....... $ 12.00 0.00 Truck driver, lowboy -Float ..... $ 12.67 0.00 Truck driver, Single Axle, Heavy ..........................$ 8.50 0.00 Truck driver, Single Axle, Light ..........................$ 8.08 0.00 Truck Driver, Tandem Axle, Semi -Trailer ...................$ 8.66 0.00 Welder .........................$ 15.25 0.00 Work Zone Barricade Servicer... ---------------------------------------------------------------- $ 8.28 0.00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour 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, should 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 is not satisfactory, then the process described in 2.) and 3.) should 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 Division U.S. Department of Labor 200 Constitution Avenue, N.W. ` Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION EXHIBIT B Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT C Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the Fair Labor Standards Act. SPECIFICATIONS Page Intentionally Left Blank PROJECT MANUAL RE -ROOFING OF THE MUNICIPAL SQUARE COMPLEX FOR THE CITY OF LUBBOCK LUBBOCK, TEXAS PROJECT # 91160 o ARcy H. SET NO. ARCHITECTS ARCHITECTS PC AMERICAN INSTITUTE OF ARCHITECTS PROJECT NO. 898-09 1:0 DIRKS 1710 15TH STREET DATE: MAY 22. 2009 LUBBOCK, TEXAS 79401 TEL 806/762-1226 FAX 806/762-1257 TABLE OF CONTENTS NOTE: These documents have been arranged in accordance with the CSI Format for Construction Specifications. DIVISION 1 - GENERAL REQUIREMENTS 01100 SUMMARY 01250 CONTRACT MODIFICATION PROCEDURES 01270 UNIT PRICES 01290 PAYMENT PROCEDURES 01310 PROJECT MANAGEMENT AND COORDINATION 01320 CONSTRUCTION PROGRESS DOCUMENTATION 01330 SUBMITTAL PROCEDURES 01400 QUALITY REQUIREMENTS 01505 TEMPORARY FACILITIES 01700 01770 EXECUTION REQUIREMENTS 6 CLOSEOUT PROCEDURES al�© Arlo,, H DIVISION 2 - SITEWORK 5 Q lye Y�irS : 02070 SELECTIVE DEMOLITION DIVISION 3 - CONCRETE tf►� $790 C/,+ NOT APPLICABLE TE O J1 DIVISION 4 - MASONRY NOT APPLICABLE DIVISION 5 - METALS 05500 METAL FABRICATIONS DIVISION 6 - WOOD AND PLASTICS NOT APPLICABLE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07190 WATER REPELLENTS 07543 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07591 PREPARATION FOR RE -ROOFING 07620 SHEET METAL FLASHING AND TRIM 07920 JOINT SEALANTS DIVISION 8 - DOORS AND WINDOWS NOT APPLICABLE DIVISION 9 - FINISHES 09200 LATH AND PLASTER 09910 PAINTING DIVISION 10 - SPECIALTIES NOT APPLICABLE DIVISION 11 - EQUIPMENT NOT APPLICABLE r 898-09 TABLE OF CONTENTS PAGE - 1 l ,l TABLE OF CONTENTS, CONT DIVISION 12 - FURNISHINGS t� NOT APPLICABLE DIVISION 13 - SPECIAL CONSTRUCTION NOT APPLICABLE DIVISION 14 - CONVEYING SYSTEMS NOT APPLICABLE f, DIVISION 15 - MECHANICAL M. 15000 SUPPLEMENTARY GENERAL CONDITIOP MECHANICAL AND ELECTRICAL 15110 PLUMBING DIVISION 16 - ELECTRICAL 16110 ELECTRICAL 16135 CABLE TRAYS 898-09 TABLE OF CONTENTS PAGE - 2 SECTION 01100 - SUMMARY PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the following: Work covered by the Contract Documents. Pre -bid meeting. Type of the Contract. Work under other contracts. Use of premises. Owner's occupancy requirements. Work restrictions. Building type. Specification formats and conventions. Related Sections include the following: Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. WORK COVERED BY CONTRACT DOCUMENTS Project Identification: Re -roofing of the Municipal Square Complex for the City of Lubbock; Project No. 898-09 Owner's Project Number: 91160 Project Location: 916 Texas Avenue; Lubbock, Texas Owner: City of Lubbock Owner's Representative: George Lisenbe, Building Administrator Architect: Cox/Dirks Architects P.C.; 1710 15th St.; Lubbock, TX 79401 PRE -BID MEETING A pre -bid meeting will be held at 10:00a.m., June 25, 2009 in Committee Room 103 at 1625 13`h Street; Lubbock, Texas. Prior to bid submittal, the roofing contractor should schedule a job site inspection to observe actual conditions and verify all dimensions on the roof. The job site inspection may occur on the day of the pre -bid meeting or prior to such a meeting. Should access to the roof be necessary before or after the pre -bid meeting, the contractor must contact the owner's representative, George Lisenbe, Building Administrator, at 806-775-2200 to coordinate an appropriate time. Any conditions which are not shown on the contract drawings should be indicated and included with bid submittal if necessary to clarify any conditions not shown. TYPE OF CONTRACT Project will be constructed under a single prime contract. WORK UNDER OTHER CONTRACTS General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. 898-09 t SUMMARY 01100 - 1 SUMMARY, CONT Concurrent Work: Owner will run, reroute, remove existing cabling as required during construction operations at Project site. Those operations are scheduled to run `J concurrently with the work of this contract. i USE OF PREMISES General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Limits: Confine constructions operations to roof areas. Limit site disturbance around adjoining drives and walkways. Coordinate staging areas from adjoining streets with Owner. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public at all times. Driveways and Entrances: Keep driveways, parking areas, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, public, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period. OWNER'S OCCUPANCY REQUIREMENTS Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits. Maintain access to existing walkways and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. WORK RESTRICTIONS Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Notify Architect and Owner not less than two days in advance of proposed utility interruptions. Do not proceed with utility interruptions without Architect's and Owner's written permission. BUILDING TYPE General: The building has been designed and Contract Documents prepared with the intention that the resulting Work will comply with the 2003 International Building Code and the National Fire Prevention Association (NFPA) 101 Life Safety Code. 898-09 SUMMARY 01100 - 2 SUMMARY, CONT SPECIFICATION FORMATS AND CONVENTIONS Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "Master Format" numbering system. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) 898-09 i SUMMARY 01100 - 3 SECTION 01250 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section specifies administrative and procedural requirements for handling and processing Contract modifications. MINOR CHANGES IN THE WORK Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions." PROPOSAL REQUESTS Owner -Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. Within seven 7 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Include cost of labor and supervision directly attributable to the change. Contractor -Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. Use form as provided for all proposals and include the following with any proposal: A list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. Applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Costs of labor and supervision directly attributable to the change. n T.TINn7n AT('FQ Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the difference between purchase amount and the allowance, multiplied by final measurement of work -in -place. If applicable, include reasonable allowances for 898-09 CONTRACT MODIFICATION PROCEDURES 01250 - 1 CONTRACT MODIFICATION PROCEDURES, CONT cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. Include installation costs in purchase amount only where indicated as part of the allowance. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit -cost allowances. Owner reserves the right to establish the quantity of work -in -place; by independent quantity survey, measure, or count. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the Purchase Order amount or Contractor's handling, labor, installation, overhead, and profit. Submit claims within 7 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents. No change to Contractor's indirect expense is permitted for selection of higher- or lower -priced materials or systems of the same scope and nature as originally indicated. CHANGE ORDER PROCEDURES On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on a Change Order form. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTIVE (Not Used) 898-09 CONTRACT MODIFICATION PROCEDURES 01250 - 2 ! F SECTION 01270 - UNIT PRICES PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 0Julu�e�l This Section includes administrative and procedural requirements for unit prices. Related Sections include the following: Division 1 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders. Division 1 Section "Quality Requirements" for general testing and inspecting requirements. DEFINITIONS Unit price is an amount proposed by Bidders, stated on the Bid Form, as a price per unit of measurement for materials or services that will be added to or deducted from the Contract Sum by appropriate modification, if the estimated quantities of Work required by the Contract Documents are increased or decreased. PVnrPnnRFq Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. The Owner reserves the right to reject the Contractor's measurement of work -in -place that involves use of established unit prices, and to have this Work measured, at Owner's expense, by an independent surveyor acceptable to the Contractor. List of Unit Prices: A list of unit prices is included at the end of this Section. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION LIST OF UNIT PRICES Unit Price No. 1: Description: Provide a linear foot price for removal and reinstallation of clearstory windows with new continuous sill pan flashing and new sealant. Work is to be completed in conjunction with adjoining re -roofing work. Unit of Measurement: Add per linear foot per window length. 898-09 UNIT PRICES 01270 - 1 SECTION 01290 - PAYMENT PROCEDURES PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. Related Sections include the following: Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. Division 1 Section "Construction Progress Documentation" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule. n7WTMTTTnMC Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. SCHEDULE OF VALUES Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: Application for Payment forms with Continuation Sheets. Contractor's Construction Schedule. Submit the Schedule of Values to Architect at earliest possible date but no later than seven (7) days before the date scheduled for submittal of initial Applications for Payment. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. Identification: Include the following Project identification on the Schedule of Values: Project name and location. Name of Architect. Architect's project number. Contractor's name and address. Date of submittal. Submit draft of AIA Document G703 Continuation Sheets. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: Related Specification Section or Division. l Description of the Work. 1 Name of subcontractor. Name of manufacturer or fabricator. Name of supplier. Change Orders (numbers) that affect value. Dollar value. Percentage of the Contract Sum to nearest one -hundredth percent, adjusted to total 100 percent. 898-09 t PAYMENT PROCEDURES 01290 - 1 �.. 2 PAYMENT PROCEDURES, CONT Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. Include separate retainage line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training in the amount of 5 percent of the Contract Sum. Round amounts to nearest whole dollar; total shall equal the Contract Sum. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on -site and items stored off -site. ._ Include evidence of insurance or bonded warehousing if items are stored off -site. t Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. Temporary facilities and other major cost items that are not direct cost of actual work -in -place is to be shown as separate line item(s) in the Schedule of Values. APPLICATIONS FOR PAYMENT Each Application for Payment shall be consistent with previous applications and ' payments as certified by Architect and paid for by Owner. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. Payment Application Times: Progress payments shall be submitted to the Architect by the lst of the month. The period covered by each Application for Payment is one month, ending on the last day of the month. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect. One copy shall include waivers of lien and similar attachments if required. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. Waivers of Mechanic's Lien: Submit waivers of mechanic's liens from subcontractors, sub -subcontractors, and suppliers for the final construction. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. 898-09 PAYMENT PROCEDURES 01290 - 2 PAYMENT PROCEDURES, CONT Initial Application for Payment: Administrative actions precede or coincide with submittal of first Application following: List of subcontractors. Schedule of Values. Construction Schedule. List of Contractor's staff assignments. Copies of building permits. Certificates of insurance and insurance policies. and submittals that must for Payment include the Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: Evidence of completion of Project closeout requirements. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. Updated final statement, accounting for final changes to the Contract Sum. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." AIA Document G706A, "Contractor's Affidavit of Release of Liens." AIA Document G707, "Consent of Surety to Final Payment." Evidence that claims have been settled. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) 898-09 ) PAYMENT PROCEDURES 01290 - 3f SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: Administrative and supervisory personnel. Project meetings. Request for Interpretation (RFI's) Related Sections: The following Sections contain requirements that relate to this Section: Division 1 Section "Construction Progress Documentation" for preparing and submitting the Contractor's Construction Schedule. Division 1 Section "Closeout Procedures" for coordinating Contract closeout. COORDINATION Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. Make adequate provisions to accommodate items scheduled for later installation. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. q TTRM T TTLT. q Key Personnel Names: Prior to starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. Distribute copies to all parties. 898-09 PROJECT MANAGEMENT AND COORDINATION 01310 - 1 PROJECT MANAGEMENT AND COORDINATION, CONT ADMINISTRATIVE AND SUPERVISORY PERSONNEL 11j" General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. , PROJECT MEETINGS General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three (3) days of the meeting. (i Coordination Meetings:. Conduct Project coordination meetings at regular intervals. Project coordination meetings are in addition to specific meetings held for other purposes. Combined Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to Contractor's Phasing and Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Schedule Updating: Revise Combined Contractor's Construction Schedule after each meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) 898-09 j} PROJECT MANAGEMENT AND COORDINATION 01310 - 2 I { SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: Contractor's Construction Schedule. Daily construction reports. Material location reports. Field condition reports. Special reports. Related Sections include the following: Division 1 Section "Payment Procedures" for submitting the Schedule of Values. Division 1 Section "Submittal Procedures" for submitting schedules and reports. Division 1 Section "Quality Requirements" for submitting a schedule of tests and inspections. DEFINITIONS Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities r included in a construction schedule consume time and resources. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times. Predecessor Activity: An activity that precedes another activity in the network. Successor Activity: An activity that follows another activity in the network. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by Architect. Event: The starting or ending point of an activity. Float: The measure of leeway in starting and completing an activity. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail. Major Area: A story of construction, a separate building, or a similar significant construction element. Milestone: A key or critical point in time for reference or measurement. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships. 898-09 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1 CONSTRUCTION PROGRESS DOCUMENTATION, CONT Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled. SUBMITTALS Qualification Data: For scheduling consultant. Preliminary Construction Schedule: Submit two copies. Approval of cost -loaded preliminary construction schedule will not constitute approval of Schedule of Values for cost -loaded activities. Daily Construction Reports: Submit two copies at monthly intervals. Material Location Reports: Submit two copies at monthly intervals. Field Condition Reports: Submit two copies at time of discovery of differing conditions. Special Reports: Submit two copies at time of unusual event. COORDINATION Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, progress reports, payment requests, and other required schedules and reports. Secure time commitments for performing critical elements of the Work from parties involved. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART 2 - PRODUCTS CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL Procedures: Comply with procedures contained in AGC's "Construction Planning & Scheduling." Time Frame: Extend schedule from date established for commencement of the Work to date of Final Completion. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. Work Under More Than One Contract: Include a separate activity for each contract. Work by Owner: Include a separate activity of each portion of the Work performed by Owner. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Workj performed as of dates used for preparation of payment requests. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures. Each activity cost shall reflect an accurate value.' Total cost assigned to activities shall equal the total Contract Sum. 898-09 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2 E CONSTRUCTION PROGRESS DOCUMENTATION, CONT Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time -impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule. PRELIMINARY CONSTRUCTION SCHEDULE Bar -Chart Schedule: Submit preliminary horizontal bar -chart -type construction schedule within seven (7) days of date established for the Notice to Proceed. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities and locations. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following: Identification of activities that have changed. Changes in early and late start dates. Changes in early and late finish dates. Changes in activity durations in workdays. Changes in the Contract Time. PVDnRTQ Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: List of subcontractors at Project site. Approximate count of personnel at Project site. Equipment at Project site. Material deliveries. High and low temperatures and general weather conditions. Accidents. Meetings and significant decisions. Unusual events (refer to special reports). Stoppages, delays, shortages, and losses. Emergency procedures. Orders and requests of authorities having jurisdiction. Change Orders received and implemented. Construction Change Directives received and implemented. Services connected and disconnected. Partial Completions and occupancies. Substantial Completions authorized. SPECIAL REPORTS General: Submit special reports directly to Architect within one day of an occurrence. Distribute copies of report to parties affected by the occurrence. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable. PART 3 - EXECUTION (not used) 898-09 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3 SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. Related Sections include the following: Division 1 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule. Division 1 Section "Quality Requirements" for submitting test and inspection reports. Division 1 Section "Closeout Procedures" for submitting warranties, Project Record Documents, and operation and maintenance manuals. Divisions 2 through 16 Sections for specific requirements for submittals in those Sections. nV VTMT'PTnMQ Action Submittals: Written and graphic information that requires Architect's responsive action. Informational Submittals: Written information that does not require Architect's responsive action. Submittals may be rejected for not complying with requirements. SUBMITTAL PROCEDURES Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. Resubmittal Review: Allow 5 days for review of each resubmittal. Identification: Place a permanent label or title block on each submittal for identification. € Indicate name of firm or entity that prepared each submittal on label or title LJ block. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. Include the following information on label for processing and recording action_ taken: Project name. L, Date. Name and address of Architect. Name and address of Contractor. Name and address of subcontractor. Name and address of supplier. 898-09 SUBMITTAL PROCEDURES 01330 - 1 i SUBMITTAL PROCEDURES, CONT t_ Name of manufacturer. Unique identifier, including revision number. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. Transmittal Form: Provide locations on form for the following information: Project name. Date. Destination (To:). Source (From:). Names of subcontractor, manufacturer, and supplier. Category and type of submittal. Submittal purpose and description. Submittal and transmittal distribution record. Remarks. Signature of transmitter. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction. PART 2 - PRODUCTS ACTION SUBMITTALS General: Prepare and submit Action Submittals required by individual Specification Sections. Number of Copies: Submit 5 copies of each submittal, unless otherwise indicated. Architect will return three (3) copies. Mark up and retain one returned copy as a Project Record Document. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. Mark each copy of each submittal to show which products and options are applicable. Include the following information, as applicable: Manufacturer's written recommendations. Manufacturer's product specifications. Manufacturer's installation instructions. Compliance with specified referenced standards and trade association standards. Testing by recognized testing agency. Notation of coordination requirements. £ 898-09 SUBMITTAL PROCEDURES 01330 - 2 SUBMITTAL PROCEDURES, CONT Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: Dimensions. Identification of products. Fabrication and installation drawings. Notation of dimensions established by field measurement. Number of Copies: Submit 5 blue- or black -line prints of each submittal. Architect will retain two (2) prints; remainder will be returned. Mark up and retain one returned copy as a Project Record Drawing. INFORMATIONAL SUBMITTALS General: Prepare and submit Informational Submittals required by other Specification Sections. Number of Copies: Submit two (2) copies of each submittal, unless otherwise indicated. Architect will not return copies. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Test and Inspection Reports: Comply with requirements specified in Division 1 Section "Quality Requirements." Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Documentation." Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. Field Test Reports: Prepare reports written by a qualified testing agency, on! testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. 898-09 SUBMITTAL PROCEDURES 01330 - 3 SUBMITTAL PROCEDURES, CONT Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on [ evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 Section " Closeout Procedures" or "Operation and Maintenance Data." Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: Preparation of substrates. Required substrate tolerances. Sequence of installation or erection. Required installation tolerances. Required adjustments. Recommendations for cleaning and protection. Manufacturer's Field Reports: Prepare written information documenting factory - authorized service representative's tests and inspections. Include the following, as applicable: Name, address, and telephone number of factory -authorized service representative making report. Statement on condition of substrates and their acceptability for installation of product. Statement that products at Project site comply with requirements. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. Results of operational and other tests and a statement of whether observed performance complies with requirements. Statement whether conditions, products, and installation will affect warranty. Other required items indicated in individual Specification Sections. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond limits of coverage, amounts of deductibles, if any, and term of the coverage. PART 3 - EXECUTION CONTRACTOR'S REVIEW Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents prior to submission to the Architect. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, { name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 898-09 SUBMITTAL PROCEDURES 01330 - 4 UBMITTAL PROCEDURES, CONT ARCHITECT'S ACTION General: Architect will not review submittals that do not bear Contractor's approval' stamp and will return them without action. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: Except for submittals for record, information or similar purposes, where action and return is required or requested, the Architect will review each submittal, mark to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. --, Review of submittals is for the limited purpose of checking for conformance with information given and design concept expressed in the Contract Documents. Review is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation of performance of equipment or systems, all of which remain the responsibility of the Contractor. Action Stamp: The Architect will stamp each submittal with a uniform, self- explanatory action stamp. The stamp will be appropriately marked, as follow, to indicate the action taken: Final Unrestricted Release: Where submittals are marked `Approved", that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend upon that compliance. Final -But -Restricted Release: When submittals are marked "Approved as Noted", that part of the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract documents; final acceptance will depend on that compliance. Returned for Resubmittal: When submittal is marked "Not Approved, Revise and Resubmit", do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat if necessary to obtain a different action mark. Do not permit submittals marked "Not Approved, Revise and Resubmit" to be used at the Project site, or elsewhere where Work is in progress. Other Action: Where submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Action Not Required". Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. Submittals not required by the Contract Documents may not be reviewed and may be discarded. 898-09 SUBMITTAL PROCEDURES 01330 - 5 k ;` SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes administrative and procedural requirements for quality assurance and quality control. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. Specific quality -assurance and -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. Specified tests, inspections, and related actions do not limit Contractor's other quality -assurance and -control procedures that facilitate compliance with the Contract Document requirements. Requirements for Contractor to provide quality -assurance and -control services required by Architect, Owner or authorities having jurisdiction are not limited by provisions of this Section. Related Sections include the following: Division 1 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities. Divisions 2 through 16 Sections for specific test and inspection requirements. DEFINITIONS Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. SUBMITTALS Schedule of Tests and Inspections: Prepare in tabular form and include the following: Description of test and inspection. Identification of applicable standards. Identification of test and inspection methods. Number of tests and inspections required. Time schedule or time span for tests and inspections. Entity responsible for performing tests and inspections. Requirements for obtaining samples. Unique characteristics of each quality -control service. 898-09 QUALITY REQUIREMENTS 01400 - 1 QUALITY REQUIREMENTS, CONT Reports: Prepare and submit certified written reports that Date of issue. Project title and number. Name, address, and telephone number of testing agency. Dates and locations of samples and tests or inspections. Names of individuals making tests and inspections. Description of the Work and test and inspection method. Complete test or inspection data. Test and inspection results and an interpretation of test Record of temperature and weather conditions at time of and inspecting. include the following: results. sample taking and testing Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. Name and signature of laboratory inspector. Recommendations on retesting and reinspecting. QUALITY ASSURANCE Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in- service performance. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. QUALITY CONTROL Contractor Responsibilities: Unless otherwise indicated, provide quality -control services specified and those required by authorities having jurisdiction. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -control services. 898-09 QUALITY REQUIREMENTS 01400 - 2 QUALITY REQUIREMENTS, CONT Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. Submit one copy to the Architect and Engineer. Submit additional copies of each (' written report directly to authorities having jurisdiction, when they so direct. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing as specified in Division 1 Section "Submittal Procedures." Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contractor. Coordination: Coordinate sequence of activities to accommodate required quality - assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. Schedule times for tests, inspections, obtaining samples, and similar activities. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION REPAIR AND PROTECTION General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching." Protect construction exposed by or for quality -control service activities. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services. 898-09 QUALITY REQUIREMENTS 01400 - 3 SECTION 01505 - TEMPORARY FACILITIES PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to work of this section. DESCRIPTION OF REQUIREMENTS Definitions: Specific administrative and procedural minimum actions are specified in this section, as extensions of provisions in General Conditions and other contract documents. These requirements have been included for special purposes as indicated. Nothing in this section is intended to limit types and amounts of temporary work required, and no omission from this section will be recognized as an indication by Architect that such temporary activity is not required for successful completion of the work and compliance with requirements of contract documents. Provisions of this section are applicable to, but not by way of limitation, utility services, construction facilities, support facilities, and security/protection provisions. QUALITY ASSURANCE General In addition to compliance with governing regulations and rules/recommendations of franchised utility companies, comply with specific requirements indicated and with applicable local industry standards for construction work. NFPA Code: Comply with NFPA Code 241 (Building Construction and Demolition Operations). Conservation: In compliance with Owner's policies on energy/materials conservation, install and operate temporary facilities and perform demolition activities in a manner which will conserve reasonably and avoid waste of energy and materials. JOB CONDITIONS General: Initiate use of each existing facility at time first reasonably required for proper performance of the work. Terminate use and remove existing facilities as new permanent facilities are put into service. Conditions of Use: Operate, maintain and protect existing facilities in a manner and at locations which will be safe, non -hazardous, sanitary and protective of persons and property, and free of deleterious effects. PARTS 2 & 3 - PRODUCTS AND EXECUTION TEMPORARY UTILITY SERVICES The types of services required include, but not by way of limitation, electrical power. Connect to existing utility serving the building and comply with Owner's requirements for shared service. Utilize existing receptacles and systems as coordinated with Owner. Temporary Power: Provide waterproof temporary service, power panels and circuits. Service should be with ground fault circuit interrupter features, activated from each circuit of 20 amp or less rating. TEMPORARY CONSTRUCTION FACILITIES The types of temporary construction facilities required include, but not by way of limitation, electrical power distribution, hoisting facilities, and ladders. Provide facilities reasonably required to perform construction operations properly and adequately. Ll 898-09 TEMPORARY FACILITIES 01505 - 1 1� TEMPORARY FACILITIES, CONT Electrical Power: Utilize existing power distribution system, sufficient to accommodate construction operations requiring power tools, lighting and start up testing of permanent electric power equipment. Provide overload protection. If temporary outlets are necessary, provide (not less than 4 gang) power to construction area so that power tools on a single extension cord will not extend beyond 100 feet maximum length. Supply power for electric welding, if any, from either temporary power distribution f system or by engine -driven power -generator sets, at Contractor's option. t -SECURITY/PROTECTION PROVISIONS Security: Obey the owner's requirements for personnel identification, inspection and other security measures. The types of temporary security and protection provisions required include, but not by way of limitation, fire protection, barricades, warning signals/lights, temporary safety rails, fall protection and similar provisions intended to minimize property loss, personal injury and claims for damages at project site. Protection: The roofing contractor shall adequately protect building, paved areas, _ service drives, lawn, shrubs, trees, etc. from damage while performing the required work. Provide canvas, boards and sheet metal (properly secured) as necessary for protection and remove protection material at completion. The contractor shall repair or be responsible for costs to repair all property damaged during the roofing application. During the roofing contractor's performance of the work, the building owner will continue to occupy the existing building. The contractor shall take precautions to prevent the spread of dust and debris, particularly where such material may sift into the building. The roofing contractor shall provide labor and materials to construct, maintain and remove necessary, temporary enclosures to prevent dust or debris in the construction areas(s) from entering the remainder of the building. Do not overload any portion of the building, by either use of or placement of equipment, storage of debris, or storage of materials. Protect against fire and flame spread. Provide fire extinguishers of types, sizes, numbers and locations as would be reasonably effective in extinguishing fires during construction, by personnel at project site. Take precautions to prevent drains from clogging during the roofing application. Remove debris at the completion of each day's work and clean drains, if required. At completion, test drains to ensure the system is free running and drains are watertight. Remove strainers and plug drains in area where work is in progress. Install flags or other telltales on plugs. Remove plugs each night and screen drain. Store moisture susceptible materials above ground and protect with waterproof coverings. Remove all traces of piled bulk material and return the job site to its original condition upon completion of the work. TEMPORARY SUPPORT FACILITIES The types of temporary support facilities required include, but not by way of limitation, sanitary facilities, drinking water, first aid facilities, telephones, clean-up facilities, waste disposal service, and similar miscellaneous general services, all as may be reasonably required for proficient performance of the work and accommodation of personnel at the site. Discontinue and remove temporary support facilities immediately before time of substantial completion. Locate temporary support facilities for convenience of users, and for minimum interference with owner activities. Sanitary Facilities: Utilize self-contained toilet units of type acceptable to governing authorities, adequate (at all stages of work) for use of personnel at project site. Provide separate facilities for male and female personnel when both sexes are working at project site. Maintain facilities in sanitary condition. t 898-09 TEMPORARY FACILITIES 01505 - 2 SECTION 01700 - EXECUTION REQUIREMENTS PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. RUMMARY Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: Installation of the Work. Cutting and patching. Progress cleaning. Protection of installed construction. Correction of the Work. DEFINITIONS Cutting: Removal of in -place construction necessary to permit installation or performance of other work. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. QUALITY ASSURANCE Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from the Architect before proceeding. Shore, brace, and support structural element during cutting and patching. Do not cut and patch structural elements in a manner that ..j could change their load -carrying capacity or increase deflection. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include the following: Primary operational systems and equipment. Mechanical systems piping and ducts. Control systems. Communication systems. Electrical wiring systems. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following: �- Water, moisture, or vapor barriers. Membranes and flashings. Exterior curtain -wall construction. Equipment supports. t__ Piping, ductwork, vessels, and equipment. e Noise- and vibration -control elements and systems. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed t_," construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been } cut and patched in a visually unsatisfactory manner. 898-09 s EXECUTION REQUIREMENTS 01700 - 1 EXECUTION REQUIREMENTS, CONT Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. PART 2 - PRODUCTS MATERIALS General: Comply with requirements specified in other Sections. In -Place Materials: Use materials for patching identical to in -place materials. For exposed surfaces, use materials that visually match in -place adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to the Architect for the visual and functional performance of in -place materials. PART 3 - EXECUTION PYRMTMLTTnM Existing Conditions: The existence and location of rooftop utilities and construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems, and other construction affecting the Work. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: Description of the Work. List of detrimental conditions, including substrates. List of unacceptable installation tolerances. Recommended corrections. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. PPPVnPATTr)M Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or relocate existing utility structures, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. Field Measurements: Take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Space Requirements: Verify space requirements and dimensions of items shown I diagrammatically on Drawings. 898-09 EXECUTION REQUIREMENTS 01700 - 2 EXECUTION REQUIREMENTS, CONT Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of the Contractor, submit a request for information to Architect according to requirements in Division 1 Section "Project Management and Coordination." Surface and Substrate Preparation: Comply with manufacturer's recommendations for preparation of substrates to receive subsequent work. INSTALLATION General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. Allow for building movement, including thermal expansion and contraction. Coordinate installation of anchorages. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. CUTTING AND PATCHING Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. Cut in -place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. Temporary Support: Provide temporary support of work to be cut. Protection: Protect in -place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. 898-09 EXECUTION REQUIREMENTS 01700 - 3 EXECUTION REQUIREMENTS, CONT - Cutting: Cut in -place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to ( damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. Proceed with patching after construction operations requiring cutting are complete. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. Clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. OWNER -INSTALLED PRODUCTS Site Access: Provide access to Project site for Owner's construction personnel. P, Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction personnel. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on ya mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. PROGRESS CLEANING General: Clean Project site and work areas requirements strictly. Dispose of materials Comply with requirements in NFPA 241 for and debris. Do not hold waste materials on site. Containerize hazardous and unsanitary waste. Mark containers appropriately regulations. daily, including common areas. Enforce lawfully. removal of combustible waste materials waste materials separately from other and dispose of legally, according to Utilize containers intended for holding waste materials of type to be stored. 898-09 EXECUTION REQUIREMENTS 01700 - 4 EXECUTION REQUIREMENTS, CONT Site: Maintain Project site free of waste materials and debris. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. Remove liquid spills promptly. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. PROTECTION OF INSTALLED CONSTRUCTION Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. CORRECTION OF THE WORK Repair or remove and replace defective construction. Restore damaged substrates and finishes. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Restore permanent facilities used during construction to their specified condition. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. 898-09 EXECUTION REQUIREMENTS 01700 - 5 SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: Inspection procedures. Warranties. Instruction of Owner's personnel. Final cleaning. Related Sections include the following: Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for products of those Sections. SUBSTANTIAL COMPLETION Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. Terminate and remove temporary facilities from Project site, along with construction tools, and similar elements. Complete final cleaning requirements, including touchup painting. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. Results of completed inspection will form the basis of requirements for Final Completion. FINAL COMPLETION Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: Submit a final Application for Payment according to Division 1 Section "Payment Procedures." Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 898-09 CLOSEOUT PROCEDURES 01770 - 1 CLOSEOUT PROCEDURES, CONT LIST OF INCOMPLETE ITEMS (PUNCH LIST) Preparation: Submit three (3) copies of list. Include name and identification of each area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. Organize list of spaces in sequential order. PROJECT RECORD DOCUMENTS General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop Drawings. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. Accurately record information in an understandable drawing technique. Mark important additional information that was either shown schematically or omitted from original Drawings. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. Note related Change Orders and Record Drawings, where applicable. MAINTENANCE MANUALS Assemble a complete set of maintenance data indicating the maintenance of roofing system(s). Include maintenance data required as follows: Maintenance Data: Manufacturer's information. Name, address, and telephone number of Installer or supplier. Maintenance procedures. Maintenance and service schedules for preventive and routine maintenance. Sources of maintenance materials. Copies of maintenance service agreements. Copies of warranties and bonds. Organize maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "MAINTENANCE MANUAL," Project name, and subject matter of contents. E 898-09 CLOSEOUT PROCEDURES 01770 - 2' CLOSEOUT PROCEDURES, CONT PART 2 - PRODUCTS MATERIALS Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION DEMONSTRATION AND TRAINING Instruction: Instruct Owner's personnel to maintain roof system(s. Provide instructors experienced in maintenance procedures. FINAL CLEANING General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. Cleaning: Employ experienced workers for final cleaning. Comply with manufacturer's written instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: Clean Project roof and adjoining grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. Remove tools, construction equipment, machinery, and surplus material from Project. 898-09 CLOSEOUT PROCEDURES 01770 - 3 SECTION 02070 - SELECTIVE DEMOLITION PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the following: Removal of lighting fixtures, conduit, circuits, and receptacles as noted on the drawings. Demolition and removal of selected roof elements. Repair procedures for selective demolition operations. Related Sections include the following: Division 1 Section "Summary" and "Special Conditions" for use of the premises and Owner -occupancy requirements. Division 1 Section "Temporary Facilities" for temporary construction and environmental -protection measures for selective demolition operations. Division 1 Section "Cutting and Patching" for cutting and patching procedures for selective demolition operations. Division 15 Sections for demolishing, cutting, patching, or relocating mechanical items. Division 16 Sections for demolishing, cutting, patching, or relocating electrical items. DEFINITIONS Remove: Detach items from existing construction and legally dispose of them off - site, unless indicated to be removed and salvaged or removed and reinstalled. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. MATERIALS OWNERSHIP Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site. PROJECT CONDITIONS Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, or other occupied or used facilities without written permission from authorities having jurisdiction. Owner assumes no responsibility for condition of areas to be selectively demolished. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. i 898-09 SELECTIVE DEMOLITION 02070 - 1 SELECTIVE DEMOLITION, CONT Hazardous Materials: Hazardous materials are present in building to be selectively demolished. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. PART 2 - PRODUCTS REPAIR MATERIALS Use repair materials identical to existing materials. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. Use materials whose installed performance equals or surpasses that of existing materials. Comply with material and installation requirements specified in individual Specification Sections. PART 3 - EXECUTION VVTMTTITTTnM Verify that utilities have been disconnected, capped or properly rerouted. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. UTILITY -SERVICES Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. PREPARATION Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction. Protect existing site improvements, appurtenances, and landscaping to remain. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 898-09 SELECTIVE DEMOLITION 02070 - 2 SELECTIVE DEMOLITION, CONT Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new roof to prevent water leakage and damage to structure and interior areas. POLLUTION CONTROLS Dust Control: Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental -protection regulations. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. SELECTIVE DEMOLITION General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: Proceed with selective demolition systematically and cover with new work to prevent water penetration into occupied spaces. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain fire watch and portable fire -suppression devices during flame -cutting operations. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, roofing, or framing. Dispose of demolished items and materials promptly. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. Existing Facilities: Comply with building manager's requirements for using and protecting elevators, stairs, walkways, building entries, and other building facilities during selective demolition operations. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Owner, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. Roofing: Remove no more existing roofing than can be covered in one day by new roofing. Refer to applicable Division 7 Section for new roofing requirements. Air -Conditioning Equipment: Remove and reset equipment without releasing refrigerants. 898-09 SELECTIVE DEMOLITION 02070 - 3 I_ SELECTIVE DEMOLITION, CONT l; PATCHING AND REPAIRS General: Promptly repair damage to adjacent construction caused by selective demolition operations. Patching: Comply with Division 1 Section "Cutting and Patching." Repairs: Where repairs to existing surfaces are required, patch to produce surfaces [ suitable for new materials. I Finishes: Restore exposed finishes of patched areas and extend restoration into -, adjoining construction in a manner that eliminates evidence of patching and refinishing. DISPOSAL OF DEMOLISHED MATERIALS General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. f' Disposal: Transport demolished materials off Owner's property and legally dispose of them. b t. V 898-09 SELECTIVE DEMOLITION 02070 - 4 C f 9 6 SECTION 05500 - METAL FABRICATIONS PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the following metal fabrications: Ship's ladders. Miscellaneous framing and supports for the following: Loose edging angles. GrinwxyMMAT o General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other Sections. UALITY ASSURANCE Fabricator Qualifications: Firm experienced in producing metal fabrications similar to those indicated for this Project with a record of successful in-service performance, and with sufficient production capacity to produce required units without delaying the Work. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code - Steel," AWS D1.2 "Structural Welding Code - Aluminum,", and AWS D1.3 Structural Welding Code - Sheet Steel." Certify that each welder has satisfactorily passes AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. PROJECT CONDITIONS Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit by accurate field measurements before fabrication. Show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. PART 2 - PRODUCTS FERROUS METALS Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. Steel Plates, Shapes, and Bars: ASTM A 36/A 36/M. Steel Pipe: ASTM A 53, standard weight (schedule 40), unless otherwise indicated, or `-1 another weight required by structural loads. Black finish, unless otherwise indicated. )) 898-09 METAL FABRICATIONS 05500 - 1 f METAL FABRICATIONS, CONT Welding Rods and Bare Electrodes: Select according to AWS specifications for the metal alloy to be welded. PAINT Shop Primer for Ferrous Metal: Fast -curing, lead- and chromate -free, universal modified -alkyd primer complying with performance requirements of FS TT-P-664, selected for good resistance to normal atmospheric corrosion, compatibility with finish paint systems indicated, and capability to provide a sound foundation for field -applied topcoats despite prolonged exposure. Bituminous Paint: Cold -applied asphalt mastic complying with SSPC-Paint 12, except containing no asbestos fibers. FASTENERS General: Provide plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating, for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required. Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A (ASTM F 568, Property Class 4.6), with hex nuts, ASTM A 563 (ASTM A 563M), and, where indicated, flat washers. Machine Screws: ANSI B18.6.3. Lag Bolts: ANSI B18.2.1. (ANSI B18.2.3.8M) Wood Screws: Flat head, carbon steel, ANSI B18.6.1. Plain Washers: Round, carbon steel, ANSI B18.22.1 (ANSI B18.22M). Lock Washers: Helical, spring type, carbon steel, ANSI B18.21.1. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. Material: Carbon steel components zinc -plated to comply with ASTM B 633, Class Fe/Zn 5. GROUT Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: Nonshrink, Nonmetallic Grouts: Masterflow 928 and 713; Master Builders Technologies, Inc. Sonogrout 14; Sonneborn Building Products-ChemRex, Inc. FABRICATION, GENERAL Form metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication. I 898-09 METAL FABRICATIONS 05500 - 2 METAL FABRICATIONS, CONT Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Shear and punch metals cleanly and accurately. Remove burrs. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. Remove sharp or rough areas on exposed traffic surfaces. Weld corners and seams continuously to comply with the following: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing, and contour of welded surface matches those adjacent. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat -head (countersunk) screws or bolts. Locate joints where least conspicuous. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. SHIP'S LADDERS Provide ship's ladders where indicated. Fabricate of open type construction with structural steel channel stringers, steel pipe handrails, and open steel grating threads, unless otherwise indicated. Provide brackets and fittings for installation. Galvanize ladders, including brackets and fasteners, in the following locations: Exterior locations. MISCELLANEOUS FRAMING AND SUPPORTS General: Provide steel framing and supports for applications indicated that are not a part of structural steel framework as required to complete the Work. Fabricate units to sizes, shapes, and profiles indicated and required to receive other adjacent construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items. r 898-09 i 1 METAL FABRICATIONS 05500 - 3 METAL FABRICATIONS, CONT Fabricate raised -pattern tread plates from rolled-steel tread plate of thickness indicated below: Thickness: 1/4 inch. FINISHES, GENERAL Prime metal fabrications after assembly. STEEL AND IRON FINISHES Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicted below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: Interiors (SSPC Zone 1A): SSPC-SP 3 "Power Tool Cleaning." Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes or to be embedded in concrete, sprayed -on fireproofing, or masonry, unless otherwise indicated. Comply with requirements of SSPC-PA 1 "Paint Application Specification No.l" for shop painting. PART 3 - EXECUTION PREPARATION Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installing anchorages, including anchor bolts and miscellaneous items having integral anchors. Coordinate delivery of such items to Project site. INSTALLATION. GENERAL Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in -place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, lag bolts, wood screws, and other connectors as required. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. INSTALLING LADDERS Set ladders where shown and attach the top and bottom brackets to the roof decks with expansion shields as required for the deck structure. ADJUSTING AND CLEANING Touch-up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 requirements for touching up shop -painted surfaces. Apply by brush or spray to provide a 2.0 mil minimum dry film thickness. 898-09 METAL FABRICATIONS 05500 - 4 i__ METAL FABRICATIONS, CONT Touch-up Painting: Cleaning and touch-up painting of field welds, bolted connections, and abraded areas of the shop paint on miscellaneous metal is specified in Division 9 Section "Painting." 898-09 METAL FABRICATIONS 05500 - 5 <i SECTION 07190 - WATER REPELLENTS PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes surface preparation and application of clear water repellent coating to the following vertical and nontraffic horizontal exposed surfaces: Exterior exposed aggregate. Related Sections: The following sections contain requirements that relate to this Section: Division 7 Section "Joint Sealants" for joint fillers and sealants. PERFORMANCE REQUIREMENTS Provide water repellents with the following properties based on testing manufacturer's standard products, according to test methods indicated, applied to substrates simulating Project conditions using same materials and application methods to be used for Project. Absorption: Minimum 90 percent reduction of absorption after 24 hours in comparison of treated and untreated specimens. Stone: ASTM C 97. Water -Vapor Transmission: Maximum 10 percent reduction in rate of vapor transmission in comparison of treated and untreated specimens, per ASTM E 96. Water Penetration and Leakage through Masonry: Maximum 90 percent reduction in leakage rate in comparison of treated and untreated specimens, per ASTM E 514. Durability: Maximum 5 percent loss of water repellency after 2500 hours of weathering in comparison to specimens before weathering, per ASTM G 53. Permeability: Minimum 80 percent breathable in comparison of treated and untreated specimens, per ASTM D 1653. Cr7DK4TR+T7TT C General: Submit the following according to the Conditions of Contract and Division 1 Specification Sections. Product data including manufacturer's specifications, surface preparation and application instructions, recommendations for water repellents for each surface to be treated, and protection and cleaning instructions. Include data substantiating that materials are recommended by manufacturer for applications indicated and comply with requirements. Certification by water repellent manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOC). Material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of water repellents with Performance Requirements specified in the "Quality Assurance" article. QUALITY ASSURANCE Applicator Qualifications: Engage an experienced applicator who employs only persons trained and approved by water repellent manufacturer for application of manufacturer's products. Manufacturer Qualifications: Firm experienced in manufacturing products similar to those indicated for this Project and that has a record of successful in-service performance. Regulatory Requirements: Comply with applicable rules of the pollution -control regulatory agency having jurisdiction in the Project locale regarding volatile organic 898-09 WATER REPELLENTS 07190 - 1 is WATER REPELLENTS, CONT �t compounds (VOC) and use of hydrocarbon solvents. Precautions: Water repellents are combustible materials and should be handled carefully. Do not use near fire or extreme heat and provide good ventilation to avoid build-up of solvent fumes. PROJECT CONDITIONS Weather and Substrate Conditions: Do not proceed with application of water repellent (except with written recommendation of manufacturer) under any of the following conditions: Ambient temperature is less than 40 deg F. Rain or temperatures below 40 deg F are predicted for a period of 24 hours. Application is earlier than 24 hours after surfaces became wet. Substrate is frozen or surface temperature is less than 40 deg F. Windy condition exists that may cause water repellent to be blown onto vegetation or surfaces not intended to be coated. WARRANTY General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. Warranty: Submit a written warranty, executed by the Applicator and water repellent manufacturer covering materials and labor, agreeing to repair or replace materials that fail to provide water repellency within the specified warranty period. Warranty does not include deterioration or failure of coating due to unusual weather phenomena, failure of prepared and treated substrate, formation of new joints and cracks in excess of 1/16 inch wide, fire, vandalism, or abuse by maintenance equipment. Warranty Period: 5 Years from date of Substantial Completion. PART 2 - PRODUCTS MANUFACTURERS Construction documents are based upon the following: ProSoCo, Inc; Weather Seal Siloxane. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: Siloxanes: With more than 6.0 lb/gal. VOCs Aquanil Plus; ChemMasters. Diedrich Silox Seal; Diedrich Technologies, Inc. Thorosiloxane-8S; Harris Specialty Chemicals, Inc. Shed OX; L&M Construction Chemicals, Inc. Klere-Seal 908-SX; Pecora Corporation. Weather Seal Siloxane; ProSoCo, Inc. ' WATER REPELLENTS , Siloxanes: Penetrating water repellent. Provide 6.7 percent concentration. Alkylalkoxysiloxanes that are oligomerous with alcohol, ethanol, mineral spirits, water, or other proprietary solvent carrier. PART 3 - EXECUTION DDCDADTTTnM Clean substrate of substances that might interfere with penetration or performance of water repellents. Test for moisture content, according to repellent manufacturer's written instructions to ensure that surface is sufficiently dry. 898-09 WATER REPELLENTS 07190 - 2� WATER REPELLENTS, CONT Protect adjoining work, including sealant bond surfaces, from spillage or blow -over of ( water repellent. Cover adjoining and nearby surfaces of aluminum and glass where there is the possibility of the water repellent being deposited on surfaces. Cover live plants and grass. Immediately clean water repellent from adjoining surfaces, complying with manufacturer's cleaning recommendations. Coordination with Sealants: Do not apply water repellent until the sealants for joints adjacent to surfaces receiving water repellent treatment have been installed and cured. T DDT Tt'AM T nM Apply a heavy -saturation spray coating of water repellent on surfaces indicated for treatment using low-pressure (20 psi) spray equipment. Comply with manufacturer's written instructions for using airless spraying procedure, unless otherwise indicated. Apply in a flooding application from bottom up with sufficient material applied to produce 6" to 8" rundown below contact point of spray pattern. 1 Apply a second saturation spray coating, repeating first application. Comply with manufacturer's written instructions. Apply second coat within three to five minutes of first coat in same flooding manner. g# FIELD QUALITY CONTROL Manufacturer's Field Service: Provide services of a factory -authorized technical service representative to inspect and approve the substrate before application and to instruct the applicator on the product and application method to be used as required for warranty. CLEANING Protective Coverings: Remove protective coverings from adjacent surfaces and other protected areas. Immediately clean water repellent from adjoining surfaces soiled or damaged by water- repellent application as work progresses. Repair damage caused by water-repellent application. Comply with manufacturer's written cleaning instructions. 898-09 WATER REPELLENTS 07190 - 3 �j SECTION 07543 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING PART 1 - GENERAL h' RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY Section Includes: Adhered TPO membrane roofing system over existing clean built-up roof systems. Provide all labor, materials, tools, equipment, and supervision necessary to complete the installation of the roofing system including flashings and insula- tion as specified herein and as indicated on the drawings in accordance with the manufacturer's most current specifications and details. The roofing contractor shall be fully knowledgeable of all requirements of the contract documents and shall make themselves aware of all job site conditions that will affect their work prior to bidding. The roofing contractor shall confirm all given information and advise the build- ing owner, prior to bid, of any conflicts that will affect their cost proposal. Any contractor who intends to submit a bid using a roofing system other than the approved manufacturer must submit for pre -qualification in writing fourteen (14) days prior to the bid date. Any contractor who fails to submit all information as requested will be subject to rejection. Bids stating "as per plans and specs" will be unacceptable. RELATED SECTIONS: Division 6 Section "Rough Carpentry" for wood nailers, curbs, and blocking. Division 7 Section "Preparation for Re -roofing" for recover board beneath new membrane roofing. Division 7 Section "Sheet Metal Flashing and Trim" for metal roof penetration flashings, flashings, and counterflashings. Division 7 Section "Joint Sealants" for joint sealants, joint fillers, and joint preparation. DEFINITIONS TPO: Thermoplastic polyolefin. Roofing Terminology: See ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" for definitions of terms related to roofing work in this Section. PERFORMANCE REQUIREMENTS General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by membrane roofing manufacturer based on testing and field experience. FM Approvals Listing: Provide membrane roofing, base flashings, and component materials that comply with requirements in FM Approvals 4450 and FM Approvals 4470 as part of a membrane roofing system, and that are listed in FM Approvals' "RoofNav" for 898-09 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07543 - 1 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING, CONT Class 1 or noncombustible construction, as applicable. Identify materials with FM Approvals markings. Fire/Windstorm Classification: Class I-90. Hail Resistance: MH. Energy Performance: Provide roofing system that is listed on the DOE's ENERGY STAR "Roof Products Qualified Product List" for low -slope roof products. SUBMITTALS Product Data: For each type of product indicated. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work. Base flashings and membrane terminations. Tapered insulation, including slopes. Samples for Verification: For the following products: Sheet roofing of color specified. Walkway pads or rolls. Metal termination bars. Qualification Data: For qualified Installer and manufacturer. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article. A sample of the manufacturer's Membrane System Warranty. Submit a letter of certification from the manufacturer which certifies the roofing contractor is authorized to install the manufacturer's roofing system and lists fore- men who have received training from the manufacturer along with the dates training was received. Certification from the membrane manufacturer indicating the membrane thickness over the reinforcing scrim (top ply membrane thickness) is nominal .015" (15 mil). Certification of the manufacturer's warranty reserve. Upon completion of the installed work, submit copies of the manufacturer's final in- spection to the specifier prior to the issuance of the manufacturer's warranty. Field quality -control reports. Maintenance Data: For roofing system to include in maintenance manuals. QUALITY ASSURANCE Manufacturer Qualifications: A qualified manufacturer that is approved for membrane roofing system identical to that used for this Project. Installer Qualifications: A qualified firm that is approved, authorized, or licensed and trained by membrane roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. The roofing applicator shall be thoroughly experienced and be able to provide evidence of having at least five (5)_years successful experience installing sin- gle -ply roofing systems and having installed at least five (5) roofing applica- tions similar to the system being specified and of equal or greater size within one year. 898-09 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07543 - 2 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING, CONT �t Provide adequate number of experienced workmen regularly engaged in this type of work who are skilled in the application techniques of the materials specified. Provide at least one thoroughly trained and an experienced superintendent on the job at all times roofing work is in progress. There shall be no deviations made from this specification or the approved shop drawings without the prior written approval of the specifier. Any deviation from the manufacturer's installation procedures must be supported by written certifi- cation on manufacturer's letterhead and presented for the specifier's considera- tion. Upon completion of the installation, the applicator shall arrange for an inspec- tion to be made by a non -sales technical representative of the membrane manufac- turer in order to determine whether or not corrective work will be required be- fore the warranty will be issued. Notify the building owner seventy-two (72) hours prior to the manufacturer's final inspection. Source Limitations: Obtain components for membrane roofing system from same manufacturer as membrane roofing. Membrane must be manufactured by the material supplier. Exterior Fire -Test Exposure: ASTM E 108, Class A; for application and roof slopes indicated, as determined by testing identical membrane roofing materials by a qualified testing agency. Materials shall be identified with appropriate markings of applicable testing agency. DELIVERY, STORAGE, AND HANDLING Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. Comply with the manufacturer's written instructions for proper material storage. Store membrane in a dry, cool, shaded area in the original undisturbed plastic. Membrane that has been exposed to the elements for approximately 7 days must be prepared with Weathered Membrane Cleaner prior to hot air welding. Store curable materials (adhesives and sealants) between 60(JF and 80❑F in dry ar- eas protected from water and direct sunlight. If exposed to lower temperature, restore to 600F minimum temperature before using. Store materials containing solvents in dry, well ventilated spaces with proper fire and safety precautions. Keep lids on tight. Use before expiration of their shelf life. Insulation must be on pallets, off the ground and tightly covered with waterproof ma- terials. Any materials which are found to be damaged shall be removed and replaced at the ap- plicator's expense. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck. PROJECT CONDITIONS/SEQUENCING Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. Schedule and execute work to prevent leaks and excessive traffic on completed roof sections. Care should be exercised to provide protection for the interior of the 898-09 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07543 - 3 F.- THERMOPLASTIC POLYOLEFIN (TPO) ROOFING, CONT building and to ensure water does not flow beneath any completed sections of the mem- brane system. Do not disrupt activities in occupied spaces. Before beginning work, the roofing contractor must secure approval from the building owner's representative for the following: Areas permitted for personnel parking. Access to the site. Areas permitted for storage of materials and debris. Areas permitted for the location of cranes, hoists and chutes for loading and unloading materials to and from the roof. Interior stairs or elevators may not be used for removing debris or delivering mate- rials. Material Safety Data Sheets: (MSDS) must be on location at all times during the transportation, storage and application of materials. FAST 100 Adhesive: Do not apply when surface and/or ambient temperatures are below 40°F. FAST 102 Adhesive: When using in non -heated spray equipment, surface and/or ambient temperatures must be 60°F or warmer. Drums of FAST 100 and FAST 102 Adhesive: Temperature must be a minimum of 70OF at the time of use. Use drum band heaters when necessary. The contractor must exercise caution during adhesive spraying to avoid overspray. Provide shielding when necessary. Use a non -atomizing spray tip such as the Glas-Craft V-Force or Gusmer Fountain Tip and/or reduce spray pressure to 500 - 800 psi to increase adhesive droplet size and reduce airborne mist. Maintain hand held wind screens on -site for use as necessary. Loading Materials onto The Roof: The Roofing Applicator must comply with the re- quirements of the building owner to prevent overloading and possible disturbance to the building structure. Positioning Membrane Sheets: Exercise care to locate all field splices away from low spots and out of drain sumps. All field splices should be shingled to prevent buck- ing of water. Sequence Work: Proceed so new roofing materials are not subject to construction traffic. When necessary, new roof sections shall be protected and inspected upon completion for possible damage. Provide protection, such as 3/4 inch thick plywood, for all roof areas exposed to traffic during construction. Plywood must be smooth and free of fasteners and splinters. Existing Roof Condition: The surface on which the insulation or roofing membrane is to be applied shall be clean, smooth, dry, and free of projections or contaminants that would prevent proper application of or be incompatible with the new installa- tion, such as fins, sharp edges, foreign materials, oil and grease. Cut -Off: New roofing shall be complete and weather tight at the end of each work day. Contaminants such as grease, fats and oils shall not be allowed to come in direct contact with the roofing membrane. 898-09 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07543 - 4 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING, CONT WARRANTY Special Warranty: Manufacturer's total system warranty covering both labor and material, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system that fail in materials or workmanship within specified warranty period. Special warranty includes membrane roofing, base flashings, cover boards, roofing accessories, and other components of membrane roofing system. Warranty Period: 20 years from date of Substantial Completion. Pro -rated system warranties are not acceptable. Evidence of the manufacturer's warranty reserve shall be included as part of the project submittals for the specifier's approval. Provide manufacturer's evidence of a puncture warranty of 16 man hours per year. Metal Edge Facia must be included in Total System Warranty. Special Project Warranty: Submit roofing Installer's warranty, signed by Installer, covering the Work of this Section, including all components of membrane roofing system such as membrane roofing, base flashing, cover boards, and walkway products, for the following warranty period: Warranty Period: Two years from date of Substantial Completion. PART 2 - PRODUCTS TPO MEMBRANE ROOFING Basis of Design Product: The design of the TPO roof system is based on the following: Carlisle Syn Tec Incorporate `Sure -Weld FleecBack Adhered Roofing System' Subject to compliance with requirements, provide either named product or comparable product by an approved manufacturer. Fabric -Reinforced Thermoplastic Polyolefin Sheet: ASTM D 6878, internally fabric or scrim reinforced, uniform, flexible fabric backed TPO sheet `FleeceBack 115'. Thickness: 60 mils, nominal. Exposed Face Color: Tan. AUXILIARY MEMBRANE ROOFING MATERIALS General: Auxiliary membrane roofing materials furnished by roofing system manufacturer for intended use, and compatible with membrane roofing. Liquid -type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. Foam Adhesive: Sure -Seal FAST' Adhesive. Cleaning Solvent: Weathered Membrane Cleaner Edge Sealant: Cut -Edge Sealant (only required where reinforcement scrim extends to edge of membrane). Sealer: Water Cut -Off Mastic Bonding Adhesive: Manufacturer's standard. HP Termination Bar Nailins: An expansion anchor with stainless steel drive pin used for fastening the Sure -Seal Termination Bar to concrete, brick, or block walls. Sure -Weld Coated Metal: 4'x 10' coated metal sheets made from 24 gauge galvanized steel with a minimum .035" thick non -reinforced Sure -Weld laminate to match roof -; color. Sure -Weld membrane can be welded directly to the Sure -Weld Coated Metal in accordance with the manufacturer's detail. _} 898-09 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07543 - 5 PREPARATION FOR RE -ROOFING, CONT t Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. 4. Conditions existing at time of inspection for bidding will be maintained by Owner as far as practical. Limit construction loads on roof to rooftop equipment wheel loads and 20 pounds per square foot for uniformly distributed loads. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building. Hazardous Materials: Present in buildingS to be reroofed. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present. Do not disturb hazardous materials or items suspected of containing hazardous materials except according to procedures specified elsewhere in the Contract Documents. PART 2 - PRODUCTS INFILL MATERIALS Use infill materials matching existing membrane roofing system materials unless otherwise indicated. AUXILIARY REROOFING MATERIALS General: Auxiliary reroofing preparation materials recommended by roofing system manufacturer for intended use and compatible with components of existing and new membrane roofing system. PART 3 - EXECUTION PREPARATION Protect existing membrane roofing systems as work progress. Limit traffic and material storage to areas of existing roofing membrane that have been protected. Maintain temporary protection and leave in place until replacement roofing has been completed. Remove temporary protection on completion of reroofing. Coordinate with Owner to shut down air-intake equipment in the vicinity of the Work. Cover air-intake louvers before proceeding with reroofing work that could affect indoor air quality or activate smoke detectors in the ductwork. During removal operations, have sufficient and suitable materials on -site to facilitate rapid installation of temporary protection in the event of unexpected rain. 9 Maintain roof drains in functioning condition to ensure roof drainage at end of each workday. Prevent debris from entering or blocking roof drains and conductors. Use roof -drain plugs specifically designed for this purpose. Remove roof -drain plugs at end of each workday, when no work is taking place, or when rain is forecast. If roof drains are temporarily blocked or unserviceable due to roofing system removal or partial installation of new membrane roofing system, provide alternative drainage method to remove water and eliminate ponding. Do not permit 898-09 PREPARATION FOR RE -ROOFING 07591 - 3 PREPARATION FOR RE -ROOFING, CONT water to enter into or under existing membrane roofing system components that are to remain. Verify that rooftop utilities and service piping have been shut off before beginning the Work. ROOF TEAR -OFF General: Notify Owner each day of extent of roof tear -off proposed for that day. Remove all aggregate from aggregate -surfaced built-up bituminous roofing using a power broom. Partial Roof Tear -Off: Where indicated, remove existing roofing membrane and other membrane roofing system components down to the deck. Remove roof insulation and substrate boards as required. Bitumen and felts that are firmly bonded to concrete decks are permitted to remain if felts are dry. Remove unadhered bitumen and felts and wet felts. DECK PREPARATION Inspect deck after component removal down to deck. Verify that concrete substrate is visibly dry and free of moisture. If broken or loose fasteners that secure deck panels to one another or to structure are observed or if deck appears or feels inadequately attached, immediately notify Architect. Do not proceed with installation until directed by Architect. If surface is not suitable for receiving new roofing or if structural integrity of deck is suspect, immediately notify Architect. Do not proceed with installation until directed by Architect. INFILL MATERIALS INSTALLATION Immediately after removal of selected portions of existing membrane roofing system, and inspection and repair, if needed, of deck, fill 'in the tear -off areas to match existing membrane roofing system construction. Installation of infill materials is specified in Division 7 Section. Install new roofing membrane patch over roof infill area unless new roofing membrane is installed the same day tear -off is made. ROOF RE-COVER PREPARATION Remove blisters, ridges, buckles and other substrate irregularities from existing roofing membrane that inhibit new roofing membrane from conforming to substrate. Remove loose aggregate from aggregate -surfaced built-up bituminous roofing with a power broom. Broom clean existing substrate. Coordinate with Owner's inspector to schedule times for tests and inspections. Verify that existing substrate is dry before proceeding with installation. Spot check substrates with an electrical capacitance moisture -detection meter. Remove materials that are wet and damp. Remove blisters and areas of membrane not fully adhered. EXISTING BASE FLASHINGS Remove existing base flashings around parapets, curbs, walls, and penetrations. Clean substrates of contaminants such as asphalt, sheet materials, dirt, and debris. 898-09 PREPARATION FOR RE -ROOFING 07591 - 4 i PREPARATION FOR RE -ROOFING, CONT Do not damage metal counterflashings that are to remain. Replace metal counterf lashings damaged during removal with counterf lashings of same metal, weight or thickness, and finish. DISPOSAL Collect demolished materials and place in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. Storage or sale of demolished items or materials on -site is not permitted. Transport and legally dispose of demolished materials off Owner's property. 898-09 PREPARATION FOR RE -ROOFING 07591 - 5 SECTION 07620 - SHEET METAL FLASHING AND TRIM PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. [.8014ui_i '1 This Section includes sheet metal flashing and trim in the following categories: Roof drainage systems. Gutters Scuppers Downspouts Exposed trim gravel stops, and fascia. Metal flashing. Related Sections: The following Sections contain requirements that relate to this Section: Division 7 Section "Joint Sealants" for elastomeric sealants. Division 7 Roofing Sections for flashing and roofing accessories installed integral with roofing membrane as part of roofing -system work. Division 16 Section "Cable Trays" for cable trays. PERFORMANCE REQUIREMENTS General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing. Fabricate and install flashings at roof edges for the following wind zone: Wind Zone 1: Wind pressures of 21 to 30 psf. QTTT]MTTTAT Q General: Submit each item in this Article according to the Conditions of Contract and Division 1 Specifications Sections. Product data including manufacturer's material and finish data, installation instructions and general recommendations for each specified flashing material and fabricated product. Shop drawings of each item specified showing layout, profiles, methods of joining, and anchorages details. QUALITY ASSURANCE Installer Qualifications: Engage an experienced Installer who has completed sheet metal flashing and trim work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. PROJECT CONDITIONS Coordinate work of this section with interfacing and adjoining Work for proper sequencing of each installation. Ensure best possible weather resistance and durability of the Work and protection of materials and finishes. Maintain existing roof and new openings in undamaged and watertight condition at all times. 898-09 SHEET METAL FLASHING AND TRIM 07620 - 1 �� SHEET METAL FLASHING AND TRIM, CONT PART 2 - PRODUCTS METALS ( Copper: ASTM B 370; temper H00, cold rolled except where temper 060 is required for forming; not less than 16 oz.sq. ft., unless otherwise indicated. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability of alloy and temper designated below: Mill -Finish Aluminum Sheet: ASTM B 209 (ASTM B 209M), 3003-H14, with a minimum thickness of 0.050 inch, unless otherwise indicated or required to match existing. Extruded Aluminum: ASTM B 221 (ASTM B 221M), 6063-T52, with a minimum thickness of 0.080 inch for primary legs of extrusions that are anodized, unless otherwise indicated. MISCELLANEOUS MATERIALS AND ACCESSORIES Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. Asphalt Mastic: SSPC-Paint 12, solvent -type asphalt mastic, nominally free of sulfur and containing no asbestos fibers, compounded for 15-mil dry film thickness per coat. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. Elastomeric Sealant: Generic type recommended by manufacturer of metal and fabricator of components being sealed; complying with requirements for joint sealants as specified in Division 7 Section "Joint Sealants." Epoxy Seam Sealer: 2-part, noncorrosive, aluminum seam -cementing compound, recommended by aluminum manufacturer for exterior and interior nonmoving joints, including riveted joints. Adhesives: Type recommended by flashing sheet metal manufacturer for waterproof and weather -resistant seaming and adhesive application of flashing sheet metal. Paper Slip Sheet: 5-lb/square red rosin, sized building paper conforming to FS UU-B- 790, Type I Style lb. Polyethylene Underlayment: ASTM D 4397, minimum 6-mil- thick black polyethylene film, resistant to decay when tested according to ASTM E 154. Metal Accessories: Provide sheet metal clips, straps, anchoring devices and similar accessory units as required for installation of Work, matching or compatible with material being installed, noncorrosive, size and thickness required for performance. FABRICATION, GENERAL Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual' that apply to the design, dimensions, metal, and other characteristics of the item indicated. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and result in waterproof and weather -resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. Form exposed sheet metal Work without excessive oil -canning, buckling, and tool marks, and that is true to line and levels as indicated, with exposed edges back to form hems. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. 898-09 SHEET METAL FLASHING AND TRIM 07620 - 2 SHEET METAL FLASHING AND TRIM, CONT Separate metal from noncompatible metal or corrosive substrates by coating concealed> surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer., Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible, noncorrosive metal recommended by sheet metal manufacturer. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less that thickness of metal being secured. SHEET METAL FABRICATIONS General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less than that listed below for each application and metal. Gutters with Girth up to 15 Inches: Fabricate from the following material: Aluminum: 0.0320 inch thick. Downspouts: Fabricate from the following material: Copper: 16 oz./sq. ft. thick. Aluminum: 0.024 inch thick. Scuppers: Fabricate from the following material: Aluminum: 0.320 inch thick. Exposed Trim, Gravel Stops, and Fascia: Fabricate from the following material Aluminum: 0.050 inch thick. Drip Edges: Fabricate from the following material: Aluminum: 0.320 inch thick. ALUMINUM EXTRUSION FABRICATIONS Aluminum Extrusion Units: Fabricate extruded -aluminum running units with formed or extruded -aluminum joint covers for installation behind main members where possible. Fabricate mitered and welded corner units. ALUMINUM FINISHES General: Comply with Aluminum Association's (AA) "Designation System for Aluminum Finishes" for finish designations and application recommendations. Class I, Clear Anodic Finish: AA-C22A41 (Chemical Finish: etched, medium matt; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 607.1. Color: Match existing finish. PART 3 - EXECUTION EXAMINATION Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that Work may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. INSTALLATION General: Except as otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, manufacturer's installation instructions, and SMACNA "Architectural Sheet Metal Manual". Anchor units of Work securely in place by methods i_. 898-09 SHEET METAL FLASHING AND TRIM 07620 - 3 SET METAL FLASHING AND TRIM, CONT indicated, providing for thermal expansion of metal units; conceal fasteners where ;possible, and set units true to line and level as indicated. Install work with laps, 'joints and soldered seams which will be permanently watertight and weatherproof. Install exposed sheet metal Work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather -resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. Roof -Edge Flashings: Secure metal flashings at roof edges for specified wind zone. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped or bayonet -type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). Butt Joints: Provide butt joints at walls or facias with coping caps or roof edge flashing. Furnish units of shape as indicated on the drawings. Provide minimum 8" wide backing plate centered on each butted joint. Use concealed fasteners or concealed clip attachments at exposed faces and horizontal surfaces. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. Separations: Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt mastic or other permanent i separation as recommended by manufacturer. Underlayment: Where installing stainless steel or aluminum directly on cementitious or wood substrates, install a slip sheet of red -rosin paper and a course of polyethylene underlayment. CLEANING AND PROTECTION Clean exposed metal surfaces, removing substances which might cause corrosion of metal --3. or deterioration of finishes. Provide final Protection and maintain conditions that ensure sheet metal flashing and trim Work during construction is without damage or deterioration other than natural weathering at the time of Substantial Completion. 898-09 SHEET METAL FLASHING AND TRIM 07620 - 4 SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes joint sealants for the following locations: Exterior joints in vertical surfaces as indicated below: Perimeter joints between brick and metal siding or trim and frames of doors and windows. Related Sections: The following Sections contain requirements that relate to this Section: Division 7 Section "Sheet Metal Flashing and Trim" for sealing joints related to flashing and sheet metal for roofing. SYSTEM PERFORMANCE REQUIREMENTS Provide elastomeric joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. SUBMITTALS General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Product data from manufacturers for each joint sealant product required. Certification by joint sealant manufacturer that sealants plus the primers and cleaners required for sealant installation comply with local regulations controlling use of volatile organic compounds. Certificates from manufacturers of joint sealants attesting that their products comply with specification requirements and are suitable for the use indicated. Compatibility and adhesion test reports from elastomeric sealant manufacturer indicating that materials forming joint substrates and joint sealant backings have been tested for compatibility and adhesion with joint sealants. Include sealant manufacturer's interpretation of test results relative to sealant performance and recommendations for IJ primers and substrate preparation needed to obtain adhesion. QUALITY ASSURANCE Installer Qualifications: Engage an experienced Installer who has completed joint sealant applications similar in material, design, and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials from a single manufacturer for each different product required. DELIVERY, STORAGE, AND HANDLING Deliver materials to Project site in original unopened containers or bundles with labels„ indicating manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multicomponent materials. Store and handle materials in compliance with manufacturer's recommendations to prevent i their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 898-09 JOINT SEALANTS 07920 - 1 3 i /.L_Luw lizu - JOINT SEALANTS, CONT ROJECT CONDITIONS 1 -- Environmental Conditions: Do not proceed with installation of joint sealants under the following conditions: When ambient and substrate temperature conditions are outside the limits permitted by joint sealant manufacturer or below 40 deg F. When joint substrates are wet. Joint Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than allowed by joint sealant manufacturer for application indicated. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with their adhesion are removed from joint substrates. PART 2 - PRODUCTS MATERIALS, GENERAL Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. Colors: Provide color of exposed joint sealants to comply with the following: Provide selections made by Architect from manufacturer's full range of standard colors for products of type indicated. ELASTOMERIC JOINT SEALANTS Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing elastomeric sealants that comply with ASTM C 920 including those requirements referencing ASTM C 920 classifications for Type, Grade, Class, and Uses. One -Part Mildew -Resistant Silicone Sealant: Type S; Grade NS; Class 25; Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, 0; formulated with furgicide for sealing exterior doors and windows. Products: Subject to compliance with requirements, provide products of one of the following: One -Part Mildew -Resistant Silicone Sealant: "Dow Corning 795"; Dow Corning Corp. JOINT SEALANT BACKING General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic Foam Joint Fillers: Preformed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam of material indicated below and of size, shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance: Closed -cell polyethylene foam, nonabsorbent to liquid water and gas, nonoutgassing in unruptured state. Bond -Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. 898-09 JOINT SEALANTS 07920 - 2 SECTION 7920 - JOINT SEALANTS, CONT MISCELLANEOUS MATERIALS Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconst ruct ion joint sealant -substrate tests and field tests. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturer's of sealant and sealant backing materials, free of oily residues or other substances capable of staining or harming in any way joint substrates and adjacent nonporous surfaces, and formulated to promote optimum adhesion of sealants with joint substrates. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION EXAMINATION Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances and other conditions affecting joint sealant performance. Obtain Installer's written report listing any conditions detrimental to performance of joint sealer work. Do not proceed with joint sealants until unsatisfactory conditions have been corrected. PREPARATION Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of joint sealer manufacturer and the following requirements: Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust; paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil; grease; waterproofing; water repellants; water, surface dirt and frost. Clean concrete, masonry, unglazed surfaces of ceramic tile and similar porous joint substrate surfaces, by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. Remove laitance and form release agents from concrete. Clean metal, glass, porcelain enamel, glazed surfaces of ceramic the and other non -porous surfaces by chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealers. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealant manufacturer based preconstruction joint sealant -substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's recommendations. Confine primers to areas of joint sealer bond; do not allow spillage or migration onto adjoining surfaces. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. INSTALLATION OF JOINT SEALERS General: Comply with joint sealer manufacturers' printed installation instructions applicable to products and applications indicated; except where more stringent requirements apply. Sealant Installation Standard: Comply with requirements of ASTM C 1193 for use of joint sealants as applicable to materials, applications and conditions indicated. 898-09 JOINT SEALANTS 07920 - 3 SECTION 7920 - JOINT SEALANTS, CONT Installation of Sealant Backings: Install sealant backings to comply with the following requirements: Install joint -fillers of type indicated to provide support of sealants during application and at position required to produce the cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. Do not leave gaps between ends of joint -fillers. Do not stretch, twist, puncture or tear joint -fillers. Remove absorbent joint -fillers which have become wet prior to sealant application and replace with dry material. Install bond breaker tape between sealants where backer rods are not used between sealants and joint fillers or back of joints. Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration and providing uniform, cross -sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. Install sealants at the same time sealant backings are installed. Tooling of Nonsag Sealants: Immediately after sealant application and prior to time skinning or curing begins, tool sealant to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. Provide concave joint configuration, per Figure 5A in ASTM C 1193, unless otherwise indicated. CLEANING Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. PPnTP TTnM Protect joint sealers during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and reseal joints with new materials to produce joint sealer installations with repaired areas indistinguishable from original work. 898-09 JOINT SEALANTS 07920 - 4 SECTION 09200 - LATH AND PLASTER PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. DESCRIPTION OF WORK Types of work includes: Patching and refinishing portland cement plaster walls as noted to match existing sand finish. New EIFS finish coat over patched and existing stucco surfaces around the existing plate roof area. CTTRMTTTA T.0 Product Data: Submit manufacturer's product data for cementitious materials, lath, metal support components, and accessories. DELIVERY, STORAGE, AND HANDLING Deliver materials in original packages, containers or bundles bearing brand name and identification of manufacturer. Store materials inside, under cover and in manner to keep them dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damage from construction traffic and other causes. Neatly stack gypsum sheathing flat to prevent deformation. PROJECT CONDITIONS Environmental Requirements, General: Comply with requirements of referenced plaster application standards and recommendations of plaster manufacturer for environmental conditions before, during, and after application of plaster. Cold Weather Protection: When ambient outdoor temperatures are below 55 deg F maintain continuous uniform temperature of not less than 55 deg F nor more than 70 deg F for not less than 1 week prior to beginning plaster application, during its application, and until plaster is dry but for not less than one week after application is complete. Distribute heat evenly; prevent concentrated or uneven heat from contacting plaster near heat source. Protect contiguous work and existing finishes from soiling, spattering, moisture deterioration and other harmful effects which might result from plastering. PART 2 - PRODUCTS ACCEPTABLE MANUFACTURERS Manufacturer: Subject to compliance with requirements, provide products of one of the following: Manufacturers of Metal Supports: Chicago Metallic Corp. Gold Bond Building Products Div., National Gypsum Co. United States Gypsum Co. Manufacturers of Expanded Metal Lath: Gold Bond Building Products Div., National Gypsum Co. United States Gypsum Co. Manufacturers of Accessories: Gold Bond Building Products Div., National Gypsum Co. Milcor Division; Inryco, Inc. United States Gypsum Co. 898-09 LATH AND PLASTER 09200 - 1 s LATH AND PLASTER, CONT LATH Expanded Metal Lath: Fabricate expanded metal lath from zinc -coated (galvanized) steel sheet to produce lath complying with ASTM C 847 for type, configuration and other characteristics indicated below. Diamond Mesh Lath: Comply with the following requirements: Configuration: Flat. Weight: 3.4 lbs. per sq. yd. PLASTER ACCESSORIES General: Comply with material provisions of ASTM C 841 for gypsum plaster and ANSI A42.3 for portland cement plaster; coordinate depth of accessories with thicknesses and number of plaster coats required. Metal Corner Beads: Type as indicated below, fabricated from zinc -coated (galvanized) steel. Type: Small nose with expanded flanges, unless otherwise indicated. (USG 1-A) Casing Beads: Square -edged style, with short or expanded flanges to suit kinds of plaster bases indicated (USG-#66); of the following material: Material: Zinc -coated (galvanized) steel. PORTLAND CEMENT PLASTER MATERIALS Base Coat Cements: Type as indicated below: Portland cement, ASTM C 150, Type I or III. Factory -Prepared Finish Coat (Stucco): Manufacturer's standard product requiring addition of water only; in color as selected. Product: Subject to compliance with requirements, provide Oriental Exterior Finish Stucco manufactured by United States Gypsum Co. or equal as approved. Lime: Special hydrated lime for finishing purposes, ASTM C 206, Type S, or special hydrated lime for masonry purposes, ASTM C 207, Type S. Sand Aggregate for Base Coats: ASTM C 897. MISCELLANEOUS MATERIALS ., Aggregate for Finish Coats: ASTM C 897 and as indicated below. Manufactured or natural sand, white in color. Exterior System Coat Materials: System manufacturer's standard mixture complying with the following requirements for material composition and method of combining materials: Factory -mixed formulation of polymer or acrylic emulsion binder, colorfast mineral pigments, sound stone particles, and fillers. Water for Mixing and Finishing Plaster: Drinkable, free of substances capable of affecting plaster set or of damaging plaster, lath or accessories. Asphalt Saturated Felt: ASTM D 226, 15-lb. type, non -perforated. PORTLAND CEMENT PLASTER MIXES AND COMPOSITIONS General: Comply with ASTM C 926 for portland cement plaster base and finish coat mixes as applicable to plaster bases, materials and other requirements indicated. Portland Cement Plaster Base Coat Mixes and Compositions: Proportion materials for respective base coats in parts by volume for cementitious materials and in parts by volume per sum of cementitious materials for aggregates to comply with the following requirements for each method of application and plaster base indicated. Adjust mix proportions below within limits specified to attain workability. Three -Coat Work Over Metal Lath: Base coats as indicated below: Scratch Coat: 1 part portland cement, 3/4 - 1-1/2 parts lime, 2-1/2 - 4 parts �- 898-09 p LATH AND PLASTER 09200 - 2 LATH AND PLASTER, CONT sand. Brown Coat: 1 part portland cement, 3/4 - 1-1/2 parts lime, 3 - 5 parts sand. Stucco Factory -Prepared Portland Cement Finish Coats: Add water only; comply with finish coat manufacturer's directions. Factory -Prepared Exterior System Coat: Comply with system manufacturer's directions for application. MIXING Mechanically mix cementitious and aggregate materials for plasters to comply with applicable referenced application standard and with recommendations of plaster manufacturer. PART 3 - EXECUTION INSTALLATION OF LATHING AND FURRING, GENERAL Portland Cement Plaster Lathing and Furring Installation Standard: Install lathing and furring materials indicated for Portland cement plaster to comply with ANSI A42.3. Isolation: Where lathing and metal support system abuts building structure horizontally, and where partition/wall work abuts overhead structure, isolate the work from structural movement sufficiently to prevent transfer of loading into the work from the building structure. Install slip or cushion type joints to absorb deflections but maintain lateral support. METAL LATHING: Install expanded metal lath for the following applications where plaster base coats are required. Provide appropriate type, configuration and weight of metal lath selected from materials indicated which comply with referenced lathing installation standards. Provide 1/2" laps at sides and 1" at end laps. Exterior sheathed wall surfaces; minimum weight of self -furring diamond mesh lath, 3.4 lbs. per sq. yd. over 15 lb. felt. INSTALLATION OF PLASTERING ACCESSORIES: General: Comply with referenced lathing and furring installation standards for provision and location of plaster accessories of type indicated. Miter or cope accessories at corners; install with tight joints and in alignment. Attach accessories securely to plaster bases to hold accessories in place and alignment during plastering. Accessories for Portland Cement Plaster: Corner Bead: Install at external corners. Casing Beads: Install at terminations of plaster work. Control Joints: Install control joints at locations indicated, or if not indicated, at locations complying with the following criteria and approved by Architect. Where distance between control joints in plastered surface exceeds the following: 10' in either direction. Where area within portland cement panels exceed 100 sq. ft. Where portland cement plaster panel sizes or dimensions change. Extend joints full width or height of plaster membrane. PLASTER APPLICATION, GENERAL Tolerances: Do not deviate more than 1/8" in 10'-0" from a true plane in finished plaster surfaces, as measured by a 10'-0" straightedge placed at any location on surface. Sequence plaster application with the installation and protection of other work, so that neither will be damaged by the installation of the other. 898-09 LATH AND PLASTER 09200 - 3 l_ f LATH AND PLASTER, CONT I Apply thicknesses and number of coats of plaster as indicated; or as required by referenced standards. PORTLAND CEMENT PLASTER APPLICATION Portland Cement Plaster Application Standard: Apply portland cement plaster materials, compositions, and mixes to comply with ASTM C 926. Number of Coats: Apply portland cement plaster, of composition indicated, to comply with the following requirements: Use three -coat work over the following plaster bases: Metal lath. Finish Coat: Apply finish polymer or acrylic coat over dry base coat in thickness required by system manufacturer to produce a uniform finish of texture and color matching existing adjoining stucco. Moist cure portland cement plaster base and finish coats to comply with ASTM C 926, including recommendations for time between coats and curing in "Annex A2 Design Considerations". CUTTING AND PATCHING Cut, patch, point -up and repair plaster as necessary to accommodate other work and to restore cracks, dents and imperfections. Repair or replace work to eliminate blisters, buckles, excessive crazing and check cracking, dry -outs, efflorescence, sweat -outs and similar defects, and where bond to the substrate has failed. Remove loose plaster in straight line cuts and areas and replace as specified under gypsum plaster. CLEANING AND PROTECTION Remove temporary protection and enclosure of other work. Promptly remove plaster from door frames, windows, and other surfaces which are not to be plastered. Repair floors, walls and other surfaces which have been stained, marred or otherwise damaged during the plastering work. When plastering work is completed, remove unused materials, containers and equipment and clean floors of plaster debris. Provide final protection and maintain conditions, in a manner suitable to Installer, which ensures plaster work being without damage or deterioration at time of substantial completion. t 898-09 LATH AND PLASTER 09200 - 4 SECTION 09910 - PAINTING PART 1 - GENERAL RELATED DOCUMENTS -, Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to this Section. SUMMARY This Section includes surface preparation and field painting of the following: Exposed exterior items and surfaces. (Ship ladders and rails.) Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified under other Sections. Paint exposed surfaces except where the paint schedules indicate that a surface or material is specifically indicated not to be painted or is to remain natural. If the paint schedules do not specifically mentioned an item or surface, paint the item or the surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Architect will select from standard colors or finishes available. Related Sections include the following: Division 7 Section "Water Repellants"" for spray -applied application. Division 9 Section "Lath and Plaster" for finish coating over stucco. QUALITY ASSURANCE Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to that indicated for this Project with a record of successful in-service performance. DELIVERY, STORAGE, AND HANDLING Deliver materials to the Project Site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: Product name or title of material. Product description (generic classification or binder type). Manufacturer's stock number and date of manufacture. Contents by volume, for pigment and vehicle constituents. Thinning instructions. Application instructions. Color name and number. Clean-up requirements. VOC content. PROJECT CONDITIONS Apply water -based paints only when the temperature of surfaces to be painted - and surrounding air temperatures are between 50 deg F and 90 deg F. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F and 95 deg F. Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F above the dew point, or to damp or wet surfaces nor during sandstorms. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. Cold Weather Protection: When ambient outdoor temperatures are below 55 degrees F__ maintain continuous, uniform building temperature of not less that 55 degrees F for a minimum of 48 hours prior to, during and following painting and joint treatment. 898-09 PAINTING 09910 - 1 i _ PAINTING, CONT Ventilation: Ventilate building spaces as required to remove water in excess of that required for drying joint treatment material immediately after its application. Prevent too rapid drying during hot weather. PART 2 - PRODUCTS MANUFACTURERS Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in the paint schedules. Manufacturers Names: The following manufacturers are referred to in the paint schedules by use of shortened versions of their names, which are shown in parentheses: Kelly Moore Paints (K-M) The Glidden Company (Glidden). Benjamin Moore and Co., (Moore). PPG Industries, Inc. (PPG). The Sherwin-Williams Company (S-W). PAINT MATERIALS, GENERAL !--� Material Quality: Provide the manufacturer's best quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. PART 3 - EXECUTION Examine substrates and conditions with the Applicator present, under which joint work and painting will be performed for compliance with paint and finish application requirements. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. Start of painting and joint work will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. Coordination of Work: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. Provide barrier coats over incompatible primers or remove and reprime as required. PAINTING PREPARATION General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide surface -applied protection prior to surface preparation and painting. Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. Cleaning: Before applying paint or surface treatments, clean the substrates that could impair the bond of various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's instructions for each particular substrate condition and as specified. 898-09 PAINTING 09910 - 2 i _ PAINTING, CONT Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. (SSPC)., Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. Galvanized Surfaces: Clean galvanized surfaces with non- petroleum -based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's directions. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. Use only thinners approved by the paint manufacturer, and only within recommended limits. APPT.T(`ATT()N General: Apply paint in accordance with manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. Paint colors, surface treatments, and finishes are indicated in "Schedules." Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. Provide finish coats that are compatible with primers used. Application Procedures: Apply paints and coatings by brush or other applicators according to manufacturer's written instructions. Brushes: Use brushes best suited for the type of material applied. Use brush of appropriate size for the surface or item being painted. Minimum Coating Thickness: Apply paint materials no thinner than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. CLEANING Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. Upon completion of painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping, using care not to scratch or damage adjacent finished surfaces. PROTECTION Protect work of other trades, whether to be painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. <z ) 898-09 PAINTING 09910 - 3 i PAINTING. CONT PAINT SCHEDULE EXTERIOR PAINT SYSTEMS Provide following paint systems for various substrates as indicated. Galvanized Metal: (Electrical and Gas Risers) 1st Coat - Solvent clean with VM&P Naptha or PPG Galvanized Steel Primer 6-209 2nd Coat - PPG Speedhide Latex House Paint 6-610 3rd Coat - PPG Speedhide Latex House Paint 6-610 Not less than 3.0 mils dry film. Omit primer where paint grip galvanized iron is used. Ferrous Metal: (Ladders and pipe railings) ENAMEL: 1st Coat - Pittsburgh Inhibitive Red Primer No. 6-203, brushed 2nd Coat - Pittsburgh Speedhide Exterior -Interior Enamel 3rd Coat - Pittsburgh Speedhide Exterior -Interior Enamel First coat not required on items delivered shop primed or existing work. 898-09 PAINTING 09910 - 4 SECTION 15000 - SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL PART I - GENERAL RELATED DOCUMENTS: The Contractor and each subcontractor shall read and comply with all A sections of these specifications, including the General Conditions, Supplementary General Conditions, information to bidders, and all other pertinent documents issued by Architect. All such items are hereby incorporated into and become a part of these specifications. If conflicts exist between the General Conditions and these Supplementary General F,, Conditions for Mechanical and Electrical, the latter shall govern. PRECEDENCE: The mechanical systems, including piping, shall have precedence over the electrical systems. DRAWINGS AND SPECIFICATIONS: Drawings and specifications shall be considered cooperative, and work or materials called for by one and not mentioned in the other shall be done and furnished as though treated by both. In case of discrepancies in figures, drawings or specifications, the Architect shall be notified before the signing of the Contract and his decision on said discrepancies shall be adjusted by the Contractor only at the Contractor's expense, and in case of any settlement of any complication rising from such adjustment to the Contract, Contractor shall bear all extra expenses involved. UTILITY CONNECTIONS: Note that where utility connection locations are referenced by the word "verify" or "approximately", the exact locations shall be determined by the Contractor, with any and all utility connections made by the Contractor as required, with no increase to the Owner above the price indicated on the Contractor's proposal. SITE EXAMINATION: Bidders shall visit the site to satisfy themselves as to the nature and scope of the work to be done. Information shown or not shown on the drawings shall not relieve the Contractor of this responsibility. The submission of a bid will be taken as evidence that site examination has been made and all conditions which will effect the work have been taken into consideration. Special care should be taken to review existing conditions and equipment. DEMOLITION - GENERAL: Note on the plans and in the general construction specifications, any demolition requirements included in this portion of the specifications. CODES: All work shall be executed in accordance with local, State and National codes, ordinances, and regulations governing the particular class of work involved. The Contractor shall be responsible for the final execution of the work under this section to suit these requirements. Where these specifications and the accompanying drawings conflict in arrangements with code requirements, the Contractor shall report the matter to the Architect, shall prepare any supplementary drawings required, illustrating how the work may be installed in order to comply, and on approval of the change by the Architect, shall install the work in a satisfactory manner, without additional cost to the Owner. FEES AND PERMITS: The Contractor and _each subcontractor shall secure all permits and licenses required for work, shall pay all fees in connection with such permits and licenses, and shall deliver all certificates of inspection to the Owner. PROTECTION OF WORK AND MATERIALS: The Contractor shall protect the work and all materials (whether incorporated in the building or not) and shall cover openings to protect the building from the weather. The Contractor shall provide protection of all work in progress and shall be responsible for all damage done to the Owner's property or to any adjacent properties during the construction. 898-08 SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL 15000 - 1 SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT PART 2 - MATERIALS SUBMITTALS The Contractor shall submit for approval a complete list of materials and equipment which he proposes to use. The list shall give the manufacturer's names and designations corresponding to each item as well as complete capacity data and ratings of each piece of equipment showing compliance with all required capacities. Should the Contractor fail to make this submission within four weeks following the signing of the Contract Documents, the Architect reserves the right to require the Contractor to furnish items a exactly as mentioned herein. Submittal data shall verify that the items offered will fit the space requirements. Simple summary sheets alone are not acceptable. Such sheets shall be accompanied by calculations, charts, graphs, tabulation tables, etc., enabling the reviewer to do detailed review of equipment selections. Any item furnished with approval of the Architect (in lieu of the item specified), which r in the opinion of the Architect does not perform satisfactorily, shall be replaced by the Contractor with the item originally specified, at no additional cost to the Owner or Architect. This provision shall be applicable to any item within the warranty period. See Division 1 for further requirements. MATERIALS: All materials shall be new and of the quality indicated by the specifications, unless noted otherwise. Where manufacturers' names are mentioned in these specifications, it has been done to establish a standard of quality and construction. Where one brand name only is specified for any item, the Contractor shall limit his choice to the brand name shown. Note that the brand name used as a basis of design is shown in schedules. Where the clause "or approved equal" occurs, other brand names will be accepted, provided they meet the standards of quality and performance established by the specifications. All substitutions shall be approved by the Architect/Engineer. SUBSTITUTIONS: Necessary changes in the work of any trades resulting from approved substitutions by the Contractor shall be paid for by the Contractor making the substitution. PART 3 - EXECUTION GENERAL PIPING, CABLING, AND CONDUIT REQUIREMENTS: The Contractor shall furnish and install (including all labor and materials required) the various systems as herein specified, adhering to the general routing and methods of distribution shown on the drawings. All piping, cabling, and conduits shall be installed in a direct, neat, and workmanlike manner, employing only mechanics skilled in each respective trade. Exposed lines shall be run parallel with, or perpendicular to, building lines, and wherever possible shall be grouped together for easier service and identification. Lines which require a definite grade for draining shall have precedence in routing over all other lines. Wherever possible, horizontal and vertical lines shall be held as closely as possible to the walls, ceilings, struts, members, etc., so as to occupy the minimum space consistent with the proper requirements for insulation, expansion, removal of pipe and access to valve, dampers, etc. Conduit may be exposed on walls where concealment is not required. All such exposed conduit shall be run straight and true without offsets or bends, and shall be perfectly vertical or horizontal. All conduit shall have couplings and connectors as noted in the Electrical Specifications. 898-08 SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL 15000 - 2 SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT SLEEVES FOR PIPES AND CONDUITS Where pipes, conduit, and cabling pass through roofs and walls, galvanized steel pipe sleeves shall be used. Sleeves through roof decks shall be 26 gauge sheet metal. Sleeves in pipe chases shall extend 1-1/2 inch above the floor slab and be cemented in a watertight manner. The size of these sleeves shall be such as to permit readily the insertion of pipe of the proper size. In the case of insulated lines, the diameter of sleeves shall be at least 1/2 inch greater than the outside diameter of the insulated line. Where these sleeves occur in walls having a waterproofing coating, the sleeves shall have flanges welded on them to build into the waterproofing. When pipes are installed, the angular space between the pipe and the sleeve shall be effectively sealed using an approved mastic sealer. No plumbing pipes shall be installed directly in the concrete, or set directly in masonry walls. PIPE HANGERS AND SUPPORTS (PLUMBING, MECHANICAL & ELECTRICAL) All piping shall be installed with due regard to expansion and contraction and the type of hanger, method of support, location of supports, etc., shall be governed, in part, by this consideration. CUTTING AND PATCHING: The Contractor under each section shall either perform or arrange for any cutting and patching required in the installation of his work. All patching shall be done in such manner that the surrounding work will be restored to its original conditions. See Division 1, Cutting and Patching, for further requirements. At unfinished surfaces, the Contractor for work under each section shall be responsible for the patching of all openings cut to install the work covered by that section and to repair the damage resulting from the failure of any part of work installed hereunder. At finished surfaces, the General Contractor shall be responsible for the patching of all openings cut to install the work specified herein, and to repair the damage resulting from the failure of any part of the work installed hereunder. All openings cut through the roof or exterior walls shall be provided with a temporary watertight cover during the construction or until permanent installation or repair has been made. All pipe and conduit run through the roof shall be installed in pitch pockets installed for flashing prior to the installation of the roofing. Where openings are cut through masonry walls, the Contractor under each respective section shall provide and install lintels or other structural supports to protect the remaining masonry and adequate support shall be provided during the cutting operation to prevent any damage to the masonry occasioned by the operation. All structural members, supports, etc., shall be of the size, shape, and installed as directed by the Architect. Where openings are cut through roof deck, the contractor of each respective trade shall neatly cut deck to required opening size. Do not punch or hammer through deck. CLEANUP: The Contractor shall remove from the building and the site all rubbish and dirt as it accumulates under the respective Contracts. At completion, all areas shall be cleaned, and all obstructions, surplus materials, etc., removed. See Division 1 for further requirements. GUARANTEE: Each Contractor shall guarantee all labor and materials furnished by him for a period of one year unless specifically stated otherwise. Guarantee period shall extend from the time of final acceptance of the building. The guarantee shall cover the repair or replacement, without additional cost the Owner, of any defective material or faulty workmanship. 898-08 l SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL 15000 - 3 JI r SECTION 15110 - PLUMBING i GENERAL: The General Conditions, Supplementary Conditions, and other pertinent documents issued by the Architect are hereby incorporated in these specifications and form a part thereof. SCOPE OF WORK: The work covered by these specifications consist of the furnishing of all equipment, materials, labor, fees, permits, and certificates of inspection that may § be required for the installation of the plumbing work specified and shown on the l- drawings. This work shall include, but not be limited to the following items: Condensate drain lines MATERIAL AND EQUIPMENT SCHEDULE: See "Supplementary General Conditions for Mechanical and Electrical." REGULATIONS AND ORDINANCES: See "Supplementary General Conditions for Mechanical and Electrical." CUTTING AND PATCHING: See "Supplementary General Conditions for Mechanical and Electrical." PIPING - GENERAL: See "Supplementary General Conditions for Mechanical and Electrical." CONDENSATE AND COIL PAN DRAIN LINES: Provide type `L' copper drain lines. $lope to nearest roof drain. Provide deep seal trap in drain lines as scheduled. Secure to TPO wrapped blocking at maximum 6'-0" on center. 898-09 PLUMBING 15110 - 1 SECTION 16110 - ELECTRICAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division - 1 Specification Sections, apply to work of this section. DESCRIPTION OF WORK: The work to be done under this section of the specifications consists of the furnishing of all labor, materials, equipment, devices, supplies and certificate of inspection that may be required to complete and leave ready for operation the electrical work specified, shown on the drawings, and required by code. Work is not limited to but includes the installation of the following: Removal and reinstallation of existing light fixtures as required for re -roofing operations. Removal of convenience outlets and circuits as shown in drawings. Disconnect, relocate, re -secure and repair existing conduit systems that are to remain with new support curbs. Disconnect and reconnect all equipment as required for roofing operations. Disconnect electrical service at removed equipment as noted on the drawings. Related Sections: The following Sections contain requirements that relate to this Section: Division 16 Section "Cable Trays" for cable trays. MATERIAL AND EQUIPMENT SCHEDULE: See "Supplementary General Conditions for Mechanical & Electrical" and Division 1. CODES: See "Supplementary General Conditions for Mechanical & Electrical". Verify and install all systems in accordance with local and governing codes. GENERAL WIRING REQUIREMENTS: See "Supplementary General Conditions for Mechanical & Electrical". All wiring on roof shall be installed in galvanized ridged conduit. Conduit connections to motors shall consist of twelve (12) inch length (minimum) flexible conduit, with the rigid conduit securely fastened to a wall or other non -vibrating support. Motor connections shall terminate in conduit box or "Condulet" fitting. Conduit exposed to weather shall have a durable plastic coating. BRANCH CIRCUITS - LIGHTING AND POWER WIRING: Contractor shall disconnect and reconnect existing services and branch circuits as required for roofing operations. SAFETY SWITCHES: Switches shall be square "D" General Electric or approved equal. Provide disconnect switches at all remote equipment locations. Switches shall meet Federal Specifications WS-865C for Type ND and Underwriters' Laboratories listed. Switches shall be furnished in NEMA 1 general purpose enclosure unless otherwise specified. NEMA 3R (Raintight) switches shall be furnished as indicated and/or required by N.E.C. Switches shall be horsepower rated for 240 V.A.C. Switches shall have visible blades so that the operator can see the open blades when the switch is in the open position. Switches shall be quick -made and quick -break such that, during normal operation of the switch, the operation of the contacts shall not be capable of being restrained by the operating handle after the opening or closing action of the contacts has started. The operating handle shall have positive padlocking provisions in the "OFF" position. FUSES: This Contractor shall furnish and install all fuses necessary to leave the installation complete and in working order. All fuses shall be Bussman, dual -element- and/or current limiting as indicated, unless otherwise noted. SUPPORTS: This contractor shall furnish all necessary brackets, clamps, etc., as> required to properly support all conduit, cable trays and other devices and equipment in 898-09 a ELECTRICAL 16110 - 1 (f ELECTRICAL, CONT such a manner as to prevent sagand undue strain. Cast "C" clamps, "U" straps and P P fastened to the roof structure by means of approved plates, shall be used for individual conduits. Perforated straps or wire will not be permitted. SLEEVES AND INSERTS: See "Supplementary General Conditions for Mechanical & Electrical". EXISTING ROOF CABLING: This Contractor shall coordinate the installation of existing exposed roof cabling into the new cabling system with all departments and service providers/users. GROUNDING: All conduit work, appliances, switches, receptacles, devices and other electrical equipment wired and connected by this contractor, shall be effectively and permanently grounded in accordance with N.E.C. and local codes. A green equipment grounding conductor shall be connected to all panel enclosures, motors, and other items of equipment requiring power. Note that telephone gear enclosures and related items are not included in this requirement. WARRANTY: This Contractor shall be held responsible for all defects in equipment, materials, and workmanship for a period of one (1) year after final acceptance of job. He shall repair or replace any defects of material, equipment, or workmanship without expense to the Owner during the warranty period. .._' 898-09 ELECTRICAL 16110 - 2 SECTION 16135 - CABLE TRAYS PART 1 - GENERAL SUMMARY The work of this contract consists of the furnishing of all labor, equipment, materials and devices required in conjunction with the installation of roof mounted, galvanized steel ladder type cable trays and all necessary fittings and accessories. Design Requirements: Prefabricated, engineered aluminum ladder type Cable Trays with a support system designed specifically for use on roofing without adhesive, roof penetrations, flashings or damage to roofing system. Related Sections: The following Sections contain requirements that relate to this Section: Division 7 - Roofing References: National Roofing Contractor's Association (NRCA): NRCA Roofing and Waterproofing Manual, current edition. General: Submit the following according to Conditions of Contract and Division 1 Specification Sections. Product Data: Submit manufacturer's product data sheets, including installation instructions for each fabricated unit. Shop Drawings: Indicate layout, support components and methods of installation. PART 2 - PRODUCTS MANUFACTURER: Basis of Design: The cable trays are 12 CT with covers as manufactured by: Advanced Support Products, Inc. P.O. Box 1284 Tomball, Texas 77377 Phone: 281-357-1277 Fax: 281-357-0577 Toll Free: 800-941-5737 Available Manufacturers: Subject to compliance with requirements, manufacturers offering similar products approved prior to bidding that may be incorporated in the Work. Galvanized Steel Tray: Two side rails with ladder type rungs for bottom. Rung spacing on straight sections - 12". Galvanized Steel Cover: Cable Tray cover shall be a ventilated sheet, flush mount directly to tray. Accessories: Cadmium plated brackets, splice plates, clamps, nuts, bolts and 898-09 1 I CABLE TRAYS 16135 - 1 �I CABLE TRAYS, CONT PRODUCTS Ladder type cable tray in the following sizes: Inside dimensions: 12" in width. Inside dimensions: 4" in depth Straight Sections: 12' and 24' in lengths. Horizontal Tee Fittings: Used for joining cable trays in three directions at 90E intervals in the same plane. Horizontal Cross Fittings: Used for joining cable trays in four directions at 90E intervals in the same plane. Horizontal and Vertical Elbows: In 12", 24" and 36" bends and in 30E, 45E, 60E and 90E arc for elbows Covers: Used to protect the cables in the trays. Covers in a flat solid sheet or a ventilated sheet flush mounted directly to the cable trays. CABLE TRAY COVERS SHOULD CONTAIN WARNING LANGUAGE THAT THE CABLE TRAY IS TO BE USED TO SUPPORT CABLES AND TUBING ONLY. CABLE TRAY NOT TO BE USED AS A WALKWAY, LADDER OR SUPPORT FOR PEOPLE. HAZARDS MAY OCCUR. PART 3 -,EXECUTION PREPARATION Verify that roof surface is smooth and clean to extent needed to receive materials. Review approved final drawings to determine the locations of supports. Clean surfaces to receive supports. Supports can be placed on completed TPO systems. INSTALLATION Install support systems in accordance with manufacturer's instructions and approved shop drawings. Accurately locate and align pre -fabricated cable tray supports, in locations specified as per approved shop drawings or as required herein and by site conditions to limit deflection to L/180, not to exceed 4' on center and 2' of each fitting. No Isolation pads are required under the cable tray supports. Remove any unused materials and packaging from job site. 898-09 CABLE TRAYS 16135 - 2