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Home My WebLink AboutResolution - 5816 - Contract - Art Cuevas Construction Inc - Farm Pac Warehouse Renovations - 04_09_1998RESOLUTION NO. 5816 Item #28 April 9, 1998 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 a Contract, attached herewith, by and between the City of Lubbock and Art Cuevas Construction, Inc., of Lubbock, Tx., to install and furnish all materials and services as bid for the Farm Pac Warehouse renovations, and any associated documents, which Contract shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 9th day of April , 1998. 44 h�(. WINDY SI T N, MAYOR ATTEST: / A'�" Aaw&' Kaythie rnell, City Secretary APPROVED AS TO CONTENT: Victor Kilman, Pu hasing Manager APPROVED AS TO FORM: G. Vandiver, First sistant City Attorney gs/ccdoWAA Cuevasses 03/31M CITY OF LUBBOCK SPECIFICATIONS FOR FARM -PAC WAREHOUSE RENOVATIONS BID #98060 i' �( 6e7&-- 6�� 0 wNBBC' r� � ✓i CITY OF LUBBOCK Lubbock, Texas 1 c' C 0 1 N 12 P.O. sox 2000 Lubbock. Texas 79457 (806) 775-2167 • Fax (806) 775-2164 ADDENDUM 0 ITB #98060 FARM PAC WAREHOUSE RENOVATIONS ITB #98060, Addendum 01 Office of urchasing MAILED TO VENDOR: March 11,1998 CLOSE DATE: March 17,1998 @ 2:00 PM 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. Delete any reference to alternates. There are no alternates on this project. 2. All materials relating to the roofing system, shall have an Engineers stamp validating the material is In compliance with the plans and specifications. All requests for additional Information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806) 775-2164 or Email to: RShuffield@mail.ci.lubbock.tx.us YOU, Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 98060adi.doc 7 I 7 CITY OF LUBBOCK INVITATION TO BID FOR TITLE: FARM -PAC WAREHOUSE RENOVATIONS ADDRESS: LUBBOCK, TEXAS BID NUMBER: 98060 PROJECT NUMBER: 9528.9211.20000 CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX NOTICE TO BIDDERS GENERAL INSTRUCTIONS TO BIDDERS BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT GENERAL CONDITIONS OF THE AGREEMENT CURRENT WAGE DETERMINATIONS SPECIFICATIONS I No Text r ' NOTICE TO BIDDERS BID #98060 Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the �.. office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 17th day of March,1998, or as changed by the issuance of formal addenda to all planholders, to 4 furnish all labor and materials and perform all work for the construction of the following described project: "FARM -PAC WAREHOUSE RENOVATIONS" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. r' It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 9th day of April, 1998, at the Municipal Building, 1625 13th `R 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 contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Ratino of B or superior, as the rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder. 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 10 days after notice of award of the contract to him. It shall be each bidders 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 pre -bid conference on 10th day of March, at 9:00 o'clock a.m., in the L04 - Purchasing Conference Room, Lubbock, Texas Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included r in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, i Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will 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 would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 775- 2281 at least 48 hours in advance of the meeting. CITY OF LUBBOCK ICTOR L PURCHASIN MANAGER Bid documents may be obtained upon request from the Purchasing Department at 162613th Street, Room L-04, Lubbock, Texas 79401; Telephone (806)775-2167/Fax (806)775-2164. i� 'PAK i et, r GENERAL INSTRUCTIONS TO BIDDERS 1. SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to r complete this project in accordance with contract documents for the FARM -PAC WAREHOUSE RENOVATIONS. r 2. CONTRACT DOCUMENTS All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. 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. r 3. PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without j charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. r 4. BIDDER INQUIRIES r No bidder shall request any information verbally. All written requests for additional information or clarification concerning this bid must be addressed to: t RON SHUFFIELD SENIOR BUYER CITY OF LUBBOCK P.O. BOX 2000 jr. LUBBOCK, TX 79457 l FAX (806) 775-2164 5. TIME AND ORDER FOR COMPLETION The construction covered by the contract documents shall be fully completed within 30 (THIRTY) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 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 insure completion of the project within the time specified. 6. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. P' 1� 7. AFFIDAVITS OF BILLS PAID 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 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. 8. 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. 9. GUARANTEES 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). Seller further represents and warrants to the City that the occurrence in or use by the equipment or product containing computer code of dates on or after January 1, 2000 ("Millennial Dates"), will not adversely affect the performance of such equipment or product with respect to date -dependent data, computations, output, or other functions (including, without limitation, calculating, comparing, and sequencing) and that such equipment or product will create, store, process, and output information related to or including Millennial Dates without error or omissions and at no additional cost to the City. At the City's request, Seller will provide evidence sufficient to --. demonstrate such equipment or product meets the foregoing. 10. PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his 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 suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 11. 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. 2 12. TEXAS STATE SALES TAX 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. 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. 13. 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 r,., 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 r" 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. 14. 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. �,.. 15. EXPLOSIVES 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. Explosive materials shall not be stored or kept at the construction site by the Contractor. 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 i property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. ti 16. 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 fumish 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. r� t 17. 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 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 coverage's shall be submitted prior to contract execution. The insurance certificates furnished shall name the City as an additional insured, 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 contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. 18. LABOR AND WORKING HOURS _ 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 which 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 Article 5159a, Vernon's Annotated Civil Statutes 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 these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (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. 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. 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. _ 19. 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 ` 4 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 r-- 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, ten 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. 20. PROVISIONS CONCERNING ESCALATION CLAUSES �F 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. r 21. PREPARATION FOR BID 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. 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. 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: (a) Bidder's name (b) Bid for (description of the project). Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no r" bid may be withdrawn or altered thereafter. I 22. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: ' (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bond (if required). (e) Contract Agreement. ' (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. Q) 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. t. 23. 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 in regard to 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 City of Lubbock reserves the right to reject any bid 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: 1. The ability, capacity, skill, and financial resources to perform the work or provide the service required. 2. The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. 3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. 4. The quality of performance of previous contracts or services. 6 r No Text 7 BID SUBMITTAL LUMP SUM BID CONTRACT n PLACE: �,' H �� r c �� S e,4 f- DATE: / 5 PROJECT NUMBER: #98060 - FARM -PAC WAREHOUSE RENOVATIONS Bid of ,4r nee- Ya S ry t,/s Tr C, r- A �7_1 C_ • _ (hereinafter called Bidder) -` To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: % t /7? 7`� ,(fan /I The Bidder, in compliance with your invitation for bids for the construction of a � I ?" 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 price to cover all expenses incurred in performing the work required under the contract documents. r MATERIALS: T �ePiv r�oc.scz.vel t.,, /Tc• xW-IJ ($__/3 ' 0?, 00 SERVICES: FoG1r 2; oL sn.vc-( f. X r�/c1.�-cfr c rl ($ -2 e.."'00. C7 ) TOTAL BID: c�','c, %/liy C< S �� ($ 3 c 00 O • o © ) (Amount 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 or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 30 (THIRTY) 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 $300.00 (THREE HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 21 of the General Instructions to Bidders. bidding. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ joraBid Bond in the sum of &,v2 a.�cf�tc Dollars ($194t>. c0 ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within ten (10) 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. Auttize Signa t ure `� �a . /ex (Printed or Typed Name) -1 Company .1 A dress c,b&c-l- G.., City, County State Zip Code Telephone: Aa6 - 61cl O Fax: Felc !! — 062 e (Seal if Bidder is a Corporation) ATTEST: Ck.-Ai La - Sec _U ry —' Bidder acknowledges receipt of the following addenda: Addenda No. �_ Date_��P' - 17 Addenda No. Date Addenda No. Date Addenda No. Date l o � F F F ' P.O. sox 2000 Lubbock, Texas 79457 (806) 775-2167 • Fax (806) 775-2164 ADDENDUM #1 ITB #98060 FARM PAC WAREHOUSE RENOVATIONS Ra #98060, Addendum 01 Office of � J MAILED TO VENDOR: March 11, 1998 �. CLOSE DATE: March 17, 1998 2:00 PM 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. r 1. Delete any reference to altemates. There are no alternates on this project. 2. All materials relating to the roofing system, shall have an Engineers stamp validating the material Its In compliance with the plans and specifications. All requests for additional information or clarification must be submitted In writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 7 Lubbock, Texas 79457 Questions may be faxed to: (806) 775-2164 r or Email to: RShuffield@mail.ci.lubbock.tx.us l YOU, i' Ron Shuffield 7 Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID FMi w 7 98060ad1.doc r 4 � BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS: That we, ART CUEVAS CONSTRUCTION, INC. (hereinafter called the Principal), as Principal, and WASHINGTO.N INTERNATIONAL INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of Arizona., and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of TEXAS as Surety, are held and firmly bound unto CITY OF LUBBOCK (hereinafter called the Obligee) in the Just and full sum of FIVE PERCENT OF -THE GREATEST AMOUNT BID --------- Dollars ($ -------- 5% --- lawful money of the United States of America, for the payment of which well and truly to be made, we hereby bind ourselves and each of our successors any r. assigns, jointly and severally, firmly be these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounder r Principal as aforesaid, is about to hand in and submit the Obligee a bid or [ proposal for the FARM -PAC WAREHOUSE RENOVATIONS r BID NO. 98060 I in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefore. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null �.. and void: otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this 17TH day of MARCH , 1998 j ART CUEVAS CONSTRUCTION, INC. ' - By i . WAS# TON RNATIONAL SF RANC COMPANY By . .� r.BDB 600201 KE ZNDUNN,TTORNEY-IN-FACT 7 c. WASHINGTON INTERNATIONAL INSURANCE COMPANY POWER O.&A77ORNEY KNOW ALL BY THESE PRESENTS: That the Washington International Insurance Company, a corporation organized and existing under the laws f the State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and appoint HOWARD COWAN, KEVIN DUNN AND MARLA HILL EACH IN THEIR SEPARATE CAPACITY s true and lawful attorney(s)-in-fact to execute,. seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, ontracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required, or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instruments) in pursuance of these presents, shall be as binding upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been duly executed and acknowledged by its r'resident and its principal office. This Power of Attorney shall be limited in amount to $5,500,000.00 for any single obligation. -his Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, uly 3, 1980 and October 21, 1986 which read, in part, as follows: 1. The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may designate Attorneys -in -Fact, and r• authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds, and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in -Fact, who are hereby authorized to certify copies of any power-of-attomey issued in pursuant to this section and/or any of the By -Laws of the Company, and to remove, at any time, any such Attorney -in -Fact or Special Attorney -in -Fact and revoke the authority given him. f . The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary, and the corporate seal of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall be valid and binding upon the Company. TESTIMONY WIPEOP!Ahq, ashington International Insurance Company has caused this instrument to be signed and its corporate seal to be affixed by its aunt s�,,O'& $br�.t. fS�� 9th day of May, 1997 f �:' �� ; WA N INTERNATIONAL INSURANCE COMPANY Zia. XCR4—� �+s Cm :'. ; Steven nde on, Vice -President STATE OF ILOIS'" -CR -COUNTY OF CCf()}1 I�0 )n this 19th day of May, 1997, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly 'worn, said that he is the therein described and authorized officer of the Washington International Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; �4 T to s nd and aff ed my Off ial at, day and year first above written. 'OFFICIAL SEAL" n MICHELLE HOWERTON Notary Public, State of Illinois My Commission Expires 09/07/99 chelle Howerton, tary Pub c �s�s.;2fc My Commission Expires ber 7, 1999 7TATE OF ILLINOIS) BOUNTY OF COOK) I, the undersigned, Vice -President of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY fat the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article III, Section 5 f the By -Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed in the County of Cook. 7, Dated the 17THday of MARCH , 19 _98 Jam&XCarpente ice -President i BOND NO. S-600-5549 F STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) KNOW ALL MEN BY THESE PRESENTS, that ART CUEVAS CONSTRUCTION (hereinafter called the Principal(s), as Principal(s), and WASHINGTON INTERNATIONAL INSURANCE COMPANY (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of THIRTY EIGHT THOUSAND AND NO / 100-Dollars ($ 38, 000, 00) lawful money of the 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 9TH day of APRIL ,19 98 ,to BID #98060 - FARM -PAC WAREHOUSE RENOVATIONS 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 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 16TH day of APRIL 19988 . Surety IN�VP.,<NCE COMP. *By: HOWARii C ATTORNEY -IN -FACT ART CUEVAS CONSTRUCTION. INC. Principal By: ) u, By: (Title) By: (Title) r" i The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates HOWARD COWAN an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. WASHINGTON INTERNATIONAL Surety INS CE COMP ` By Itle HOWARD OWL ATTORNEY -IN -FACT Approved as to form: City of Lubbock C By. Ci Attomey 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. 2 IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512)475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. WASHINGTON INTERNATIONAL INSURANCE COMPANY FPOWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That the Washington International Insurance Company, a corporation organized and existing under the laws rf the State of Arizona, and having its principal office in the Village of Itasca, Illinois does hereby constitute and appoint HOWARD COWAN, KEVIN DUNN AND MARLA HILL EACH /N THEIR SEPARATE CAPACITY true and lawful attomey(s)-in-Tact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, ontracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required, or permitted by law, statute, rule, -gulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said Washington International Insurance Company as fully and amply, to all intents and purposes, as if the same has been dray executed and acknowledged by its resident and its principal office. his Power of Attorney shall be limited in amount to $5,500,000.00 for any single obligation. rh,is Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, y 3, 1980 and October 21, 1966 which read, in part, as follows: The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may designate Attomeys-in-Fact, and authorize them to execute on behalf of the Company, and attach the Sea] of the Company thereto, bonds, and undertakings, recognizances. contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys4n-Fact, who are hereby authorized to certify copies of any power-of-attomey issued in pursuant to this section and/or any of the By -Laws of the Company, and to remove, at any time, any such Attomeymin-Fact or Special Attorney -in -Fact and revoke the authority given him. �.2 The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary; and the corporate C sea] of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimie. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shag be valid and binding upon the Company. 74 TESTIMONY WH�HORI4hg'A/ shington International Insurance Company has caused this instrument to be signed and its corporate seat to be i _ffixed by its ar� �( .� 9th day of May, 1997 .».+ ; WA N INTERN TIONAL INSURANCE COMPANY 0%•.Steven PjndeNon. Vice -President .JTATE OF COUNTY F+CdbiS•iRIZON�,o`��,``, "'�iris:ru.1to, 71n this 19th day of May,1997, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duty i worn, said that he is the therein described and authorized officer of the Washington International Insurance Company, that the seal affixed to said instrument is the Corporate Seal of said Company, / , "" T "OFFICIAL SEAL" MICHELLE HOWERTON Notary Public, State of Illinois s Lt Commission Expires 091 199 VERTIFIC E 7TATE OF ILLINOIS) E :OUNTY OF COOK) and aff;xed my My Commission 7, 1999 day and year first above written. I, the undersigned, Vice -President of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY r"iat the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article III, Section 5 f the By -Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and seated in the County of Cook. r— f 6 Dated the 16Txday of APRIL 19. 98 A Jam A. Carpente ice-Presi ent i PM No Text STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) 7 KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and r (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of Dollars ($ ) lawful money of the 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 _ _ day of 19_0 to r+ 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 r 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. Poll f IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this _ day of , 19 FSurety ±�► • By: (Title) Principal By: (Title) By: (Title) By: (Title) r The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Surety d *By: (Title) am Approved as to Form City of Lubbock By: City Attorney C" * 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. PM I, N No Text 04/27/98 14:51 FAX 18067940196 DAVID TATE INS Q 01 .,..oADFORIP. ...................... ,a;�.,..'' PRopuCER..... .. �.-.... DAVID TAT INSURANCE AGENCY 5233 79TH ",Mw� 04/27/9g .. 'TF1Y3 CER77FiCATE T3 183i,N:-D A8 A MATTER OF INfFORMATIOI�f Ci�-Y AN43 Cow NO RfGHTE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXPEND OR ALTER THE COVERAGE AFFORDED HY THE POLICIES BELOW. LUBBOCK TX 79424 COMPANIES AFFORDING COVERAGE CCUPAW (806) 794-1177 A COMMERICAL CASUALTY INSURANCE CO INSURED COMPANY Art Cuevas Construction Inc. e COMPANY 7406 8 3 rd C Lubbock TX 79424 COlAPANY 806 866-9000 D °w,.:.'R`a�. w�i. l •4';'2 C" 9'1�•::T %i•:•�R, , ?Av.ii•,:v.�.r... v, �%f M?,`• Y.4.Y' ..L;'%� ; FF "�tS.> . :Lw�-� �'M'•w� v.4 a��':-0:2.<'".:e :.'��"��waw.,,..4«:>:,lioz .,x.�e ^ ' x,%`� >c<vw� H....�� "6i.. ,.. abri n, , �,, . .y, .rr. e3.�,''=� ,•"+�' , fa s1�f'3zi. ' �a•�arr.>' . �,.T:.i. ,,..o:ax.,. •. au,rax„>..e:..�.as.• :Ksi�, �^e' �': ;-s?;. <aztt<t:a,;.aw <.a""•wx:tx:;aew;txi<? ., • x.a• THIS IS TO CERTIFY THAT THE POLICIES OF ISSURANGE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTMITHSTANDING ANY REOUIREMENT, TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAK T11E INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUB.IECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF 6UCH P OUCIES- UWUTB SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIKk 00 LTRTYPEMAVION E Of hcLlnreus9eR DATEM01A) IM OAITgAMA)CV 9 UMIT6 I CENERALLULBu-ny OENERALACOREGATE S CWMERCIAL GENOWL UASR" CLAIMS MADE D OCCUR / / / / PROOLJcm • co►eP10P AGG s P9%ONAL A AM INJURY It EACH O=PJr-N= a OWNER'S A CONTRACTORS PROT P4}g OMILAOE Q" ww !re) S vED Dw (" ono pwvw) S AUTOtAOSILE r LIA61LM ANYALIT4 / ! / / COMWin LE LIMIT a j i BODILY RJ.HIFlY o'er p°f cm ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Flermccklano S HIRED AUfQ6 NON-OWNEDAUTOS PROPERTYOAMAGE j t I CARACE LIABILRY ALJro ONLY - EA AGS:IDEKT 15 ' ANYAUTO / / / / CTHEATHAN AUTOONLY: EACT-I ACCIDENT s AGGREGATE s j DIG =1140I1 ITY EACH OCCURRENCE f UMBRELLA FORM / / / / AWIREOATE a i S OTHER THAN UMBREIIA FORM A WORKERS COYPE]ISATTON mD ETAnrFmY OMITS j UAPL 'LJrZlI"7 T1049390A 04/27/97 04/27/96 EACJmxxxxNT $5000 THE � IUCL OFFICEM ARE: REXCL DGEAW - POLICY LIMLT 19500000 00 DISEASE - EA.0i E wLOYEE S 5 0 0 0 0 0 OTHER DBBCRIPTI011 OF OPERATION31 =&mONSM1LEHmxE=PmALITEM WAIVER OF SUBROGATION ON WORK COMP IN FAVOR OF CITY OF LUBBOCK >naweevwnea.< ew - -;sHe +�ao' �G'"A'f�`•E�E3C�J�q,�a.A,a<,a... �:�.:��<:::?:"�a.• i>afw.,aife..a:,o-' n.:-Hi•»�wao;a.a5se:raiae.».t' r,�'f:r.,•. n>..x ".,' �,�, ad...�v�<��«„.�'..c�,,:,w,<,.,....W....A«.�..<K,.,,:.,>.�as�'�..,....,,.5., SIIOUD ANY OF THE #Wff DMCM20 POLICIES DE CANCCil£D BEFORE THE EVIRATIM DAIS TiOOM-OF, THE IMMO COMPANY WIU. ENDEAVOR TO VAC - CITY OF LUBBOCK 10 DAYs wMrMn AOTTCE To THE CmIIFFCAw HOLDER NAJUED To THE LEFT, BOX 2000 6UT FARIPE TO MA11 EUO1 SAME S11AIL IMPOSE NO 013UGATIOH OR LIABILITY LUBBOCK, TEXAS 79452 Of ANY IMM UPOLI THE COMPANY, ITS AMEMM OR REPRESElfrATIMM _ ��..o° e,a.e>a<.x.e�'. 'xf•' '�i�•r."�,s roan m= �r.�•w�iexwe��••�orr."'a••wa-.�'k-aio'k::'{.: rt-.y' wr<•afew::�x..F >r''y,� $., i�'L7�+.'3�.;i 04-27-98 15:46 RECEIVED FROM:1S667946196 P.01 r r r r r r 04/23/98 14:32 FAX 18067940196 DAVID TATE INS Q 01 . r ..� ""'° . • `% `.`�°SiR' «�. �rx^ �§<. b'. n,o-.Q DATE VAMJOO/m 04/23/98 PROOuCER DAVID TATE INSURANCE AGENCY THIS CEFITIFICATE IS ISSUED AS A MATTER OF INFORMATION CW 5233 7 9 TH -Y AND CONFERS NO RIGHTS UPON T14E CEFITIFICA"TE HOLDER T141S CERI ICATE DOES NOT AMEND, EXTEND OR ALTT-H THE COVERAGE AFFORDED BY THE POLICIES BELOW. LTMBOCK TX 79424 COMPANIES AFFORDING COVERAGE (606) 794-1177 COMPANY A COMMERICAL CASUALTY INSURANCE CO 7usLN1m COMPANY Art Cuevas Construction Inc. COMPANY 7406 8 3 r d c Lubbock TX 79424 COMPANY 0 6 866-9000 D _ 0�S!+:1G71�3�ie.67 i� ,••.••......��`rzs �•wa r.Ns rrbi xexexwR..a»��i».i-mwi..hw.iexlro�oau..3`al•»Jw�ee`awraa�•ux•..`o-'sa'-�.r'x.c.i�ie :. .wr.`' Y::, Y%.>''•aee.A ^,w.•w..H .... a ee py THIS Is TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AESOVE FOR THE POLICY PERIOD Y INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CEFITIFICATE MAY sE ISSUED OR MAY PERTAIN, THE INSUFMC F_ AFFORDED gY THE POUCiES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCWSIONS AND CONDITIONS OF SUCH POLICIES. UMIT3 SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO 0H TYPE Of NV9URANCE POLICY mu DATEPOLMKWDAY) EFFECTM WMATUM �PULV M IpaI1S GENERAL LIABILITY CENERALAGCSEGATE j COMMEIrItLOENERALLutBWTY 71 CLAIMS MADE E OCCUR ! / / / PMMJ= • COMP/OP AGG 6 PERSONAL AT ADV INJURY f EACM OCX UIWENCE f C VNHER'S S CONTRACTORS PROT FIRE DAMAGE (ANY onv Frv) f MED E)T Wry one person) f ADTOYOSILF LIABILITY ANYAuro / / / / cOLMNED S rNGLE UMIT f BODILY IhuURY ow pa—) s ALL Ow1,45M AU`rOS SCHEDULED AUTOS BODILY MULIRY ow—k t f HIRED AUTOS N0N43WNED AUTOS PROPERTY DAMAGE S WxlurY AUTO ONLY - EA AMDENT s AM1 AUTO / / / / OTHER T-1AN AUTO aNLr. EACH ACCIDENT f_ . AWREGATE S EXCESS LULBILTTY EACH OccuRRERCE f UMBRELLA FORM / / / ! A130REOATE : t OTHER THAN UMBRELLA FORM A wommm CONPEIIsATON AND 101� 1AB°'r' T1049390A 04/27/97 tSTATUTORY 04/27/98 LIMITS° EAC xxzDENT $500000 THEPROPRETM ICL PAFRNER$Jp(BCUTIVc oPFcEFS A ExCz DISEASE - FOUCY LIIT M f 5 0 0 0 0 0 OWAW . EACH EMPLOYEE f 5 0 0 0 0 0 OTHER DESCAWMON OF 0PCFAT&QN5A=ATION3NE H=*VW)AL, InUM POLICY SUPERCEDES THIS DOCUMENT, EXCLUSION, LIMITATIONS AND ENDORSEMENTS OF PC SHALL APPLY TO THIS DOCUMENT. AGGREGRATE MAYBE REDUCED DUE TO CLAIMS. �.• .y:e iv+e '•4ft�$--.•••¢ �•I riwY�� A°'"'��: . >�xx a.w+b:o'e� .,e`<kz+ •✓: "M� 1a.iE�:awa`;�.a.'...;...:t�a�.:.w+-v• ...... . }�i•M�,..s:.w.nR � � b,# .....,,",.,yf��:w:>5'y, %W+:wa.,••xoY vib+.S�'.w w•.. ��eModi}Q`�5 A•bfcti<•�3Y4 '� x:a=>exevaF. Ya: SHOULD ANY OF THE ABOVE OB'fiCMM POUCI[S ISE CANGELLEO egmp.E THE CITY OF LUBBOCK w"unoN DATE THEREOF, 771E N mma COMPANY WILL ENDEAVOR TO MAIL BOX 2000 ,_U DAYS Wr4TTEX Wr$CE TD THE CER77MATE HOMER NAMED TO TIE LEFT, UBBOCK , TEXAS 79452 Bur FAIURE TO AWL SUCH NOTICL• $MAU IMPose NO OSUQATM OR UaILITY .,giver of subrogation On work comp Of A KING W'ON THE COA NW. ITS AGENTS OR REPREsa,TAME& ,. ,.e„„�C...,,J•,.-iy��t,.« w."�" '`Hwi.,,o. .�-'"o >:;=�<^a :0�:. <��:s: r-ueyw«.'�r.^ras.;•�n,-`D�ra7.�; : ;:±.,�i •Ln��•I,b.�;.Yd:�;s�;:.::�_x,..«.,-.».-.w,»».....•.•...,,.,.......: ,•: _ .. 'YJ wI'....-. ;,........a .. "...'::«xa.--:.>a-x:u...ex'.es.x..bw.a�.:...a•xww«a.<:,::.'^"�«...<e,.�•aK�g »n..eT..,....'iii �:;s. F04-23-98 15:27 RECEIVED FROM:18A67940196 P.01 APR-21-1998 12:38 FROM BLEDSOE INS. LUBBOCK, TEX TO 7752164 P.01 x Q CQ�� ., , .. u ..,,�,;,;, R �� THIS cERnFICATE IS ISSUED AS a MATTER 04 21 9 8 =... PaODUM r _ OF INFORMATION TE Bledsoe Insurance Agency HOLDDER. THIS CCY AND FERYIFIERS CAT6 DOES NOT AMEND, EXTENDUPON THE A R 5143 69th Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 65028 COMPA IES AFFORDING C01TMIME Lubbock, TX 79464 wm;v err A Assurance Compjmy Of America DOURO Art Cuevas Construction, Inc. OOMPAW 8 Security National Ing. Co. COMPAW 7406 83rd St Lubbock, TX 79424 c COMPANY D ,r�� y:giley � �65:P;�f�ii•��4•NJkH��ei'�GyXiS%f�x; L S }. xS�•. :V v�i0�.%8.j�'x,'�".RR7jCC',N.�ik�XX�: r'. ..X< �3C THis is TO CERTIFY THAT THE POLICIES OF WSVRANCE LISTED BELOW HAVE BEEN ISSVED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED: NOTWITHSTANDIMQ ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUC►ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE UtEN REDUCED BY PAID CLAIMS. cc LTRGATE SttPE CW Mt$UR4NCE POLICY NUMDER POLICY EFFMM (MMIDDJYY) POLICY E TWATOM DATE (NMMONT) uNnB 01 MERAL UABIUT/ GENERALAGGAMATE S] 0 0 0 0001 A X I► aALD9qmPLLmurY W= MAM 7 cam SCP30734728 12/20/97 12/20/98 PRoot=-goMPmPAGG s 1000 00 PE VONAL& ADV INJURY $ 500100 ECHOCCURIUit" $ SO000001 OHn msCONT A070"PRor FM ONAADE W+r om ere? 1 50,00 wo am One omr! 2 5 0 B AUTOMMUS LIMLM X My AUTO TCA2988079 08/19/97 08/19/98100maN NOLEUIMT = 5004000 BOIXY Alxm S = AU-OWN®ALnW gc,F` IEp EDULM= GODLY INJUMe TPtrtoolderm : HFM AUTOS WON40WNEDAUTIDS FsaOPf;A1Y aAMAGE f: GaRAGELM".= AM ONLY. EAAO=r;NT S OTHM THAN AUTO ONLY: ANY AUTO ZWH ACG"XWT I AGORMATE I t7tt s8 WtB14ITY { EACH OCCU11140C€ i AGGARMTE ! - UMBREUA FMM i OTHER TI M ULMAELI.A FORM WORKERSCOMPUMTONAND EMPLOYERW LIAB1UTY t:i1-£Ad'I ACCIOEVT t R THE PADPRO W P CFACM ARE EKCL RL DISEASE - Fm= LUT CL DISEASE . EA I;MfffEg I OTNlR i i OEBC�PTiON OF OPEFIATN�i3/tAG1TOM8NEffC1ES15PECULL (TENS Construction Operations. Certificate holder is an additional insured and a waiver of subrogation applies to general liability and auto coverages. Bid #98060 - a F rm-Pac Warehouse Renovations ions #x3tWA- 3 a F .. ..... \.• ... :>. ,., �a'a� I,�,x v.�Kt AC,0:N1 ww�.4ANN " £ '%? 9Dq� yy �' � �9S�i°%K'.°.4�iS'�i1 mid sAtl�� :%iRF �iG :•�S� �� kjR��:±•i SMOU M ANY OF THE ABOVE D&SC== M=13 B£ CANCE = BEFORE ME EMMATOM DATE THEREOF. THE WSVINQ COMPANY WRi ENDEAVOR TO MAL City of Lubbock jA_ mys Wmrm *once To TILE CEAT ncATE Nomm, MANED TO TEE umT. PO Box 2000 OUT FAXURE TO NAIL BUCK NOTME SMALL IMPIZE NO OBUCi nOM OR UADUW Lubbock, TX 7 9 4 5 7 - 2 0 0 0 OF ANY KM UPON THE COMP . rM AGENTS OR AEPAC=TArVM AUTNORf2£D REPR�I:NTA:IYE . �/ ( �� f tYerIon:1x"Ir. aw�r�tae 1 (•JW1fV1'1I'Q0.w��P �QS�/(11j• Mw x�xp fig :?N:iL•tK�tYa`.iS�Rilik%{R%fi:�k2N%E%; iit�t��prw^a�.6 W{E 1{i` Z0X3VxKKFi{ ))){%iH•'!. Q'.tyWM1 kxSR,'�`'�%- s •:i L 'w ' x5: S f R' kkiK' TOTAL P.01 04-21-98 13:34 RECEIVED FROM:++++806+794+9276++++ P-91 }i. ACI r. w ..-.. it..; .• „•.,•.: •: s:•:..: r: r.:,... }::. ri.{{:i•}F:}}:•:{.:6}:4:?hv::::!;Gnw.}`�trrYrA%•}C\,k•\•$.4%•7.S4:ii{C�J:.:'•:•:Svx:r�+•J.iAX4'•:}}}:r\\\•.•.•/.v.S!•+.f•}ir{rrv. RoouCER �DA TE ..-r •:.: s.: �M, hr. �1<!'.}' ,.,.:.. 04 17 D 8 .Y. ... •:• .. $...0 ... .......... { ...`... THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bledsoe Insurance Agency, Inc.ONLY J y ► 69th Street AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE [5143 P.O. Box 65028 COMPANY Lubbock, TX 79464 A Assurance Company of America INSURED COMPANY City of Lubbock B COMPANY PO Box 2000 Lubbock, TX 79454-2000 C COMPANY D :::.{: r�r }... ?t..i•.}5+.:4::::.:::.,:::::::.:.:..................................:....}'...........................:.i.i............................,}.... THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDNY) POLICY EXPIRATION DATE (MM/DD/YY) OMITS GENERAL LIABILITY GENERAL AGGREGATE $ 500,000 A COMMERCIAL GENERAL LIABILITY Binder 0 4/ 17 / 9 8 0 4/ 17 / 9 9 PRODUCTS • COMP/OP AGG $ 5001000 CLAIMS MADE F7 OCCUR PERSONAL & ADV INJURY S 500, DOC X EACH OCCURRENCE $ 500,00 OWNER'S & CONTRACTOR'S PROT FIRE DAMAGE (Any one fire) S 50, 00 MED EXP (Any one person) $ 5 0 0 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE OMIT S BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accide4 $ HIRED AUTOS NONI7WNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: ANY AUTO EACH ACCIDENT S AGGREGATE $ l EXCESS LIABILITY EACH OCCURRENCE S AGGREGATE S UMBRELLA FORM i OTHER THAN UMBRELLA FORM ' WORKERS COMPENSATION AND A OTH <?.::;:::::;«:<.ER ..... ;::::::;::;:;;;:; EMPLOYERS' UABIUTY EL EACH ACCIDENT S EL DISEASE - POLICY LIMIT S THE PROPRIETOR/ INCL PARTNERSIEXECUTNE EL DISEASE • EA EMPLOYEE $ OFFICERS ARE: EXCL OTHER EMS CRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Bid #98060- Farm-Pac Warehouse renovations ..,.. .. ... .....:.v.•: x.:r .vv..:w.+.•.v -- . v v:r;+:::::::::: r: •:+ ,:S•} . ...v -�`,: {i•::.::::: •.:......... n.v: \v4.... •............. }C�'\, ............ r.:r✓r�� . .... . ..... ... .... .... . .............. ..... �•: r. . . ..:...... ..: y�,�.. •.�.}/�{.iFi%�R::............ r :+v:::nv: •.�::::.Y:::::::::x:.� � rv:.v.:..,},:....{y::.�:::.:.•;•':,.}::.vn:.'� :....n :r.{:: v. •.., x::::.v:::::. :., .. n,..::r:..:..........v:::::::::::::::.v:::::::::....:.,.,}..:?v::.vrv.:.?..vn...., •:::::::..v:.w:v}::::::n:v.::,w:r::::: x: nv:::: }.-:.4.{v.Ja•:::.5: v... r.. , � r.......... }.....J. .. :- '•1 � h3. rr.\ .: .. � ., }}; . ;.; �.}: r::: ?�.(i •// �� • ...•. i?•}}:J:•$:•:•::•}G!•$:+� xry �1' . '.J. . . . . .. ..... ............ ...:...3.;::-i•}'•:'v$:}�:};::$:v:::i::}:ii.i}:i.:-4:x?v}$:f}:'�:�ii:�:'�i::$: .....\ . ....:.,....... r::nv.:•:}i::::nw:::\•}}}}:-}}::-}$}}}i:�}}}i:{{•:::}}}i:i:}}}>; :t•}i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Art Cuevas Construction, Inc. ]_Q_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, as contractor BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 7406 8 3 rd St OF ANY KIND UPON THE COMPANY, tTS GENTS OR REPRESENTATIVES. Lubbock, TX 79424 AUTHoarzED REPR ENTA :.. :::.,:.....:........ .... ., :::::::.:::...: • •,:{{i?.};;};}:.}}:.}'.:;.:,;};:?.:.?...,n..................,....:.•..............:..........:... }, r:.::.....,...:.::..� :.::::.::AC?CiRO.:IM>�: rNSURED Art Cuevas Construction, Inc. 7406 83rd St Lubbock, TX 79424 DATE (MM/DD/YY) 4 7 ::. 0 /1 /98 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Assurance COMPANY B Security COMPANY C COMPANY D an National THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT I TYPE OF INSURANCE I POLICY NUMBER POLICY I DATE (MEM/DD/YY) I POLICY (MMIDD/YY)N LIMITS GENERAL LIABILITY GENERAL AGGREGATE S 1,000,0001 A X COMMERCIAL GENERAL LIABILITY S C P 3 0 7 3 4 7 2 8 12 / 2 0/ 9 7 12 / 2 0/ 9 8 PRODUCTS - COMP/OP AGG S 1000,00 CLAIMS MADE XX OCCUR PERSONAL & ADV INJURY S 500,0001 e OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE S 500,00 FIRE DAMAGE (Any one fire) S 5 O O O MED EXP (My one person) S 5.001 AUTOMOBILE LIABILITY B X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS TCA2988079 08/19/97 08/19/98 1 COMBINED SINGLE LIMIT I S BODILY INJURY $ (Per person) BODILY INJURY S (Per accident) PROPERTY DAMAGE I $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM EACH OCCURRENCE S AGGREGATE $ $ WORKERS COMPENSATION AND EMPLOYERS' LABILITY THE PROPRIETORI INCL PARTNERS/E)CECUTTVE OFFICERS ARE: R EXCL C TA 1ER EL EACH ACCIDENT $ EL DISEASE - POLICY LIMIT $ EL DISEASE - EA EMPLOYEE S OTHER DESCRIPTION OF OPERATIONSILOCATK)NS/VEHICLES/SPECIAL ITEMS "Construction Operations 8060 - Farm -Pa SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1_0— DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UP THE �QOMPANY, ITSJpGEyTS OR REPRESENTATIVES AUTHORIZED REPR ATIVE GAT— J: !' . DATE (MMIDD^ 04/17/98 ...... . ... *..�..�l .......... PRODUCER DAVID TATE INSURANCE AGENCY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5233 79TH HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. LUBBOCK TX 79424 COMPANIES AFFORDING COVERAGE (806) 794-1177 COMPANY A COMMERICAL CASUALTY INSURANCE CO INSURED COMPANY Art Cuevas Construction Inc. B COMPANY 7406 83rd C Lubbock TX 79424 COMPANY (406) 866-9000. D 1-40 mmmmm THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Co LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD^ POLICY EXPIRATION DATE (MM/DD^ LIMITS GENERAL LIABIUITY GENERAL AGGREGATE- $ COMMERCIAL GENERAL LIABILITY PRODUCTS - COMP/OP AGG $ CLAIMSMADE OCCUR PERSONAL & ADV INJURY EACH OCCURRENCE OWNER'S & CONTRACTOR'S PROT FIFE DAMAGE (Any one fire) $ MED EXP (" one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ BODILY INJURY (Per pe—) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accidenQ $ HIREDAUTOS NON-OWNEDAUTOS PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY- EAAOCIDENT ANY AUTO OTHER THAN AUTO ONLY: . ......... EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ L UMBRELLA FORM � AGGREGATE $ $ OTHER THAN UMBRELLA FORM A WORKERS COMPENSATION AND STATUTORY LIMITS ............... EMPLOYERS' LIABILITY T1049390A 04/27/97 04/27/98 EACH ACCIDENT s500000 THE PROPRIETOR/ INCL PARTNERS/E)(ECUTIVE EXCL OFFICERS ARE: DISEASE - POLICY LIMIT 600000 DISEASE -EACH EMPLOYEE I s 5 0 0 0 0 0 OTHER DESCRIPTION OF OPERATIONSADCATIOUSIVIHICM/SPEemL rmms POLICY SUPERCEDES THIS DOCUMENT, EXCLUSION, LIMITATIONS AND ENDORSEMENTS OF PC SHALL APPLY TO THIS DOCUMENT. AGGREGRATE MAYBE REDUCED DUE TO CLAIMS. .......... ..... SHOULD At Y OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION' DATE THEREOF, THE ISSUING COMPANY WlUL ENDEAVOR TO MAIL CITY OF LUBBOCK 10 DAY; wwrrEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BOX 2000 BUT FAILUR: TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITYLUBBOCK, TEXAS 79452 OF ANY ND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVE& AuTHoRrzED R "*.,...,...,...,...l...,...,...,...,...,...,...,...,...,...l...,...,...,...,...,...,...,...,...,...I...,...,...,...,...,...,...,...,...,..-I...,...,.....,.�l...'P..P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*...P.*..P...-...........................................................................-..........'*...........................................................................................................................................* . . . . . . . . . . . . . . . . . . . . . . . . . PRFSENTA:MX -g . . . . . . . . pl-.4,101�W. ADM L ART CUEVAS CONST. r. G 4 71 74 r- I r�6 TEL:806-866-9100 Apr 17.98 CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT 7:37 Na.001 P.03 To 13e Completed by Appropriate Inauranoa Agent/Sroker Prior to Award of Contract I, the undersigned Agent/Broker, certify that the Insurance requirements contained in this bid document have been reviewed by me with the below Identified Contractor. If the below identified Contractor Is awarded this contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, fumish a valid Insurance certiticate to the City meeting al( of the requirements defined In this bid/proposal. k ca'LL-6(�.��-' 'bAU%.Q —TArc Agent (Signature) Agent (Print) Name of Agent/Broker. C� Tale f- Address of Agent/Broker: , , _ Clty/Statemp:- ---- -L& - ) 2 c�C \ , .. ,l' -7 �.3 a ._._..... AgentBroker Telephone Number. { 0(o j 7q 41 ( -77 Date: -4 CONTRACTOR'S NAME: U (Print or Type ) CONTFiAMR'S ADDRESS: �7y o �� P.� X.cc hhoC/` `7 NOTE TO AGENTIBROKER If this time rsqu roment Is not met, the City has the right to reject this bidlproposal and award the contract to another contractor. It you have any questlons concerning theue requirements, please contact the Purahasino Manaear for the City of Lubbock at (80617762186. DID 090080 • FARM -PAC WAREHOUSE RHNOVATIONS 2 CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: P.O. BOX 2000 LUBBOCK, TX 79457 TYPE OF PROJECT: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further r- hereinafter described. Exceptions to standard policy noted hereon. r" j IR TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY Commercial General Liability General Aggregate $ Claims Made Products-Comp/Op AGG $ Occurrence Personal & Adv. Injury $ Owner's & Contractors Protectivi Each Occurrence $ Fire Damage (Any one Fire) $ Med Exp (Any one Person) $ AUTOMOTIVE LIABILITY Any Auto Combined Single Limit $ All Owned Autos Bodily Injury (Per Person) $ Scheduled Autos Bodily Injury (Per Accident) $ Hired Autos Property Damage $ Non -Owned Autos GARAGE LIABILITY Any Auto Auto Only - Each Accident $ Other than Auto Only: Each Accident $ Aggregate $ BUILDER'S RISK 100% of the Total Contract Price $ INSTALLATION FLOATER $ EXCESS LIABILITY Umbrella Form Each Occurrence $ Aggregate $ Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ Included Statutory Limits Partners/Executive Excluded Each Accident $ Officers are: Disease Policy Limit $ Disease -Each Employee $ OTHER The.above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or In case there is no legal requirement, in less than five days in advance of cancellation. I FIVE COPIES OF THE CERTIFICATE OF INSURANCE �- MUST BE SENT TO THE CITY OF LUBBOCK (Name of Insurer) By: Title: f" I V t 1— CITY OF LUBBOCK ,.. INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Appropriate Insurance Agent/Broker Prior to Award of Contract i I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have ' been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. Agent (Signature) Agent (Print) +,^ Name of Agent/Broker: Address of Agent/Broker: r City/State/Zip: " Agent/Broker Telephone Number: ( ) Date: i^ CONTRACTOR'S NAME: (Print or Type ) r CONTRACTOR'S ADDRESS: 7 r NOTE TO AGENT/BROKER If this time requirement is not met, the City has the right to reject this bid/proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806)775-2165. BID #98060 - FARM -PAC WAREHOUSE RENOVATIONS 2 I i is R++ 9 r r 1, CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) 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; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) 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; (4) obtain from each person providing services on a 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 will 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; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (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; (7) 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 Act or other commission rules. This notice must be printed 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: 3 I r 1 REQUIRED WORKERS' COMPENSATION COVERAGE 'The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and 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 (512)440- 3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and (8) contractually require each person with whom it contracts to provide services on a project, to: (A) 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; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) 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; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) 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; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 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 (H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. 4 No Text 7 r CONTRACT ,. STATE OF TEXAS l COUNTY OF LUBBOCK THiS AGREEMENT, made and entered Into this a day of April, 1998 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through Windy Sitton, Mayor, thereunto authorized to do so, . hereinafter referred to as OWNER, and Art Cuevas Construction, Inc. of the City of Lubbock, County of Lubbock, and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: 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: BID # 98060 - FARM -PAC WAREHOUSE RENOVATIONS - $38,000.00 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 j" contract documents as defined in the General Condition of Agreement. ii The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have r 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. r r t r r 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. ATT ST: S cret APPROVED AS TO CONTENT: Owh#r9' egfe�ntative " APPROVED( AS TO FORM: City Attorney ATTEST: Corporate Secretary "'?a a-,-0 Ass • CONTRACTOR: ART CU9VAS CONS UCTIIION, INC. By: PRINTED NAME:h TITLE: At-0 i e c7/- g COMPLETE ADDRESS: Art Cuevas Construction, Inc. 7406 83rd Street Lubbock, TX 79424 No Text F F GENERAL CONDITIONS OF THE AGREEMENT 9. 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 ART CUEVAS CONSTRUCTION, INC. who 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 GARY SMITH, FACILITIES MANAGER, so designated who will 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 E inspectors will 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 Certificate, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes r„ referred to herein as the "contract" or'contract documents'. 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 r" a 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 r by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due f Subcontractor. r" 7. WRITTEN NOTICE R ` Written notice shall be deemed to have been duly served if delivered In person to the individual or 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. 6 4� L . r i 8. CONTRACTOR'S RESPONSIBILITIES 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 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 will 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 will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will 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 will 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 by the Owner's Representative 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 will 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 will be 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 r 6 r i i 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 insure 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 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 bome by the Contractor. The Owner or Owners 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 t " modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. I•" 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 work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, 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 Owners 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. 19. 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 will be 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. 20. 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 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 which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will 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 will 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 requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractors expense. 9 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 p^ inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. r. 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 r" 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 r- action contemplated as hereinabove set forth shall be at Contractor's expense. E ` 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. i If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a r„ 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 I' such changes or alterations as shall make useless any work already done or material already furnished or used in C 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. r- i r 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) - If neither 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 5 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 will 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 prior to the commencement 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 prior to 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 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. r 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 r 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 will 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 e. 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. The Insurance certificates furnished shall name the City as an additional Insured, 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 contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $500,000.00 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard r Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's Protective or Contingent Public Liability insurance and Property Damage Liability Insurance. For bodily injuries, including accidental death and or property damage, $500,000.00 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $300,000.00 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance/Installation Floater Insurance The Contractor shall obtain a Builder's Risk policy in the amount of 0.0% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of 0.00 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance - Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000.00. 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 — Contractoes/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 8 8. CONTRACTOR'S RESPONSIBILITIES 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 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 will 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 will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will 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 will 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 by the Owner's Representative 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 will 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 will be 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 r 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 ti 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 food/beverage 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. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 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 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 will 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. B. 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; 9 (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 one year thereafter; (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 will provide services on the project will 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. G. 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. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. 10 r i" (5) A provision that the policy may be canceled only by mailing written notice to the named insured 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 cancellation of the policies shown on the certificate. (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. (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; (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; j (e) retain all required certificates of coverage on file for the duration of the project and for 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: r r REQUIRED WORKERS' COMPENSATION COVERAGE "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 5121440-3789 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 provide services on the project will be covered by workers' -- compensation coverage for the duration of the project, that 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 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; 12 r Fl. vi retain all required certificates of coverage on file for the duration of the project ( ) q 9 P J ,., 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 r•. (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. r 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of r 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 MATERIALMEN, AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES r" 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, 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, materialmen 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. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION 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. 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. 13 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, or the 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 $300.00 (THREE HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each 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, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into 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. 14 r r 35. 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. 36. 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 k 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 r- 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. 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 r 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 1 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. �► 15 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 proposal 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 contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any 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. Owners 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 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. 16 P' 43 E f 44. 46. 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. 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. CORRECTION OF WORK Contractor shall promptly remove from Owners 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. 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. (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) 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. r 17 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 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 (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 of the work under substantially the same terms and conditions which are provided in this contract. In case 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 remain bound therefore. Should the cost to complete any such new contract prove to be less than that which 18 " ` 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, i" 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 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 r machinery, equipment, tools, materials, or supplies which 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 r• 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 i 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 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 contract price exceeds $25,000. All bonds, if required, shall 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. 19 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 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 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. 20 No Text F Resolution No. 5121 March 14, 1996 Item #19 is RESOLUTION is WHEREAS, the City Council has heretofore established the general prevailing rate of i per diem wages for each craft or type of workmen or mechanics needed to execute public works contracts for the City of Lubbock in accordance with the provisions of Vernon's i ( i Ann.Civ.St., Art. 5159a; and j WHEREAS, such wage rates were established by Resolution No. 719 enacted February 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by Resolution No. 2502 enacted January 8, 1987; and WHEREAS, such rates need to be updated at the present time in order to reflect the current prevailing rate of per diem wages; NOW THEREFORE: 'f BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: ; THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: ;f , Exhibit A: Building Construction Trades j Exhibit B: Paving and Highway Construction Exhibit C. Overtime Rate Exhibit D: Weekend and Holiday Rate Such wage rates are hereby found and declared to be the general prevailing rate of per diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. i l i :i e ti Passed by the City Council this 14th ATTEST: ,r: LI a& Betty M. Anson, City Secretary APPROVED AS TO CONTENT: Mary AndrVws, Managing Director of Human Resources APPROVED AS TO FORM: a old Willard, Assistant City Attorney HW:da/ccdocs/pubworks.res February 14. 1996 , 1996. YOR r r EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Hourly Rate Acoustical Ceiling Installer 10.00 Air Conditioner Installer 11.00 E Air Conditioner Installer -Helper 5.50 Asbestos Worker 8.00 r" Asbestos Supervisor 11.00 Bricklayer 11.00 Bricklayer -Helper 6.00 Carpenter 11.00 • Carpenter -Helper 6.00 Cement Finisher 7.50 r,. ! Drywall Hanger 10.00 ` Electrician 13.00 �.. Electrician -Helper 6.00 Equipment Operator -Heavy 8.50 Equipment Operator -Light 7.50 Floor Installer 8.50 Glazier 8.00 Insulator-Piping/Boiler 9.00 Insulator -Helper 5.50 Iron Worker 8.00 Laborer -General 5.50 Mortar Mixer 5.50 Painter 9.50 �., Plumber 10.50 i Plumber -Helper 6.00 Roofer 8.00 Roofer -Helper 5.50 Sheet Metal Worker 8.75 Sheet Metal Worker -Helper 5.50 Welder-Certified 10.00 yIT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 6.00 Asphalt Shoveler 5.50 Concrete Finisher 7.35 Concrete Finisher -Helper 5.75 Electrician 10.50 Egger 5.50 Form Setter 6.50 Form Setter -Helper 5.50 Laborer -General 5.50 Laborer -Utility 6.25 Mechanic 7.25 Mechanic -Helper 5.50 Power Equipment Operators Asphalt Paving Machine 7.00 Bulldozer 7.00 Concrete Paving Machine 7.00 Front End Loader 6.50 Heavy Equipment Operator 7.00 Light Equipment Operator 6.50 Motor Grader Operator 8.50 Roller 6.00 Sipe 6.50 Tractor 6.50 Truck Driver -Light 6.00 Truck Driver -Heavy 6.50 M r/� r �. IT C Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. IT D f ' Prevailing Wage Rates : Weekend and Holiday Rate ("R The rate for weekend and holiday is 1 1/2 times base rate. W' t r . r r r- it a .i No Text r- PROJECT MANUAL WAREHOUSE ROOFING AND RENOVATION FOR THE CITY OF LUBBOCK LUBBOCK, TEXAS PROJECT NUMBER 898-98 DATE: FEBRUARY 23, 1997 ARH. cy A� 37 gCOF SET NO. """� ARCHITECTS PC AMERICAN INSTITUTE OF ARCHITECTS COX DIRKS 1710 15TH STREET 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 3 - GENERAL REQUIREMENTS 01010 SUMMARY OF THE WORK 01040 PROJECT COORDINATION 01045 CUTTING AND PATCHING 01095 REFERENCE STANDARD AND DEFINITIONS 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01400 QUALITY CONTROL 01505 TEMPORARY FACILITIES r" 01631 PRODUCTS AND SUBSTITUTIONS 01700 CONTRACT CLOSEOUT �. DIVISION 2 - SITEWORK 02070 SELECTIVE DEMOLITION 02110 SITE CLEARING v DIVISION 3 - CONCRETE DTVTSTON NOT APPLICABLE 4 - MASONRY r 04200 UNIT MASONRY DIVISION a. t 5 - METALS i_ NOT APPLICABLE r" DIVISION s 6 - WOOD AND PLASTICS NOT APPLICABLE DIVISION i _7 - THERMAL AND MOISTURE PROTECTION NOT APPLICABLE t DIVISION 8 - DOORS AND WINDOWS 08110 STEEL DOORS & FRAMES ;i 08361 SECTIONAL OVERHEAD DOORS DIVISION t 9 - FINISHES r 09900 PAINTING DTV STON 10 - SPECTALTTFS 1 NOT APPLICABLE DIVISION 4 1 11 - EQUIPMENT NOT APPLICABLE 70 898-98 TABLE OF CONTENTS PAGE 1 OF 2 DTVTSTON 12 - FURNISHINGS NOT APPLICABLE DIVISION 13 - SPECIAL CONSTRUCTTON 13122 RETROFIT ROOFING SYSTEMS DIVISION 14 - CONVEYING SYSTEMS NOT APPLICABLE DTVTSTON 15 - MECHANICAL NOT APPLICABLE DIVISION 16 - ELECTRICAL NOT APPLICABLE 898-98 TABLE OF CONTENTS PAGE 2 OF 2 r" SECTTON 01010 - SUMMARY OP THE WORK e 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. Project name is "Warehouse Roofing and Renovation for the City of Lubbock" as shown on Contract Documents prepared by Cox/Dirks Architects, P.C. Drawings and Specifications are dated February 23, 1998. Contract Docum .nta: The Contract Documents indicate the types of minimum requirements of procedure and performance of the Work of the Contract and related requirements and conditions that have an impact on the Project. Related requirements and conditions that are indicated on the Contract Documents include, but are not necessarily limited to the following: Special conditions. Existing site conditions and restrictions on use of the site. Alterations and coordination with existing conditions. Summary by References: Work of the Contract can be summarized by references to the Contract, General Conditions, Supplementary Conditions, Specification Sections, Drawings, addenda and modifications to the Contract Documents issued subsequent to the initial printing of this project manual and including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions and other forces outside the Contract Documents. Abbreviated Written summary: Briefly and without force and effect upon the contract documents, the Work of the Contract can be summarized as follows: The Work of this Contract includes coordination of the entire Work of the Projects, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods. The Work includes all demolition as shown on the drawings. The Work includes removal of existing gypsum roofing with built-up roof lighting and power devices,and mechanical piping. The Work includes removal and installation of new hollow metal door and hardware and steel panel overhead doors. The Work_ includes closing of existing opening with concrete masonry � units and the installation of a new metal roof and roof structure on PI top of existing bar -joists. 1 70 1 898-98 STTMMARY OF THE WORK General: Limit use of,the premises to construction activities in areas indicated, allow for Owner occupancy and use by the public. -- Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed. Lock automotive type vehicles, such as passenger cars and trucks and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place. iTse of the Existing Rui1c3_j,ng: Repair damage caused by construction operations. Take all precautions necessary to protect the building during the construction period. Keep areas and service areas free from accumulation of waste materials, rubbish or construction debris. Smoking or open fires will not be permitted within the building enclosure or on the premises. Maintain required fire exits from the building at all times. Prevent any damage to existing finishes scheduled to remain. 898-98 SUMMARY OF THE WORK 01010 - 2 SFTTON 01040 - PROJECT OORDTNATTON x , 4 PART 1 - GENERAL r 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. This section Specifies minimum administrative and supervisory requirements necessary for Project coordination including but are not necessarily limited to the following: Coordinate General installation provisions. Cleaning and protection. Conservation and salvage. r COORDTNATTON Cnor ; a -_ion: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly i installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that 7 are dependent upon each other for proper installation, connection, and J operation. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. Make adequate provisions to accommodate items scheduled for later installation. c�-neral: Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. In addition to these limitations and requirements, administer allocation of available space equitably among entities needing both access and space so as to produce the best overall efficiency in performance of the total work of the project. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site. PART ?. - PRODUCTS (Not Applicable). GEN_F,R11T, TNSTALLATTON PROVTSTONS TnspPction of Conditions: Require the Installer of each major unit of work to inspect both the substrate and conditions under which the work is 898-98 PROJECT COORDINATION 01040 - 1 to be performed. The Installer shall report all unsatisfactory conditions in writing to the Contractor. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Manufacturer' Tnst uctions: Comply with manufacturer's applicable instructions and recommendations for installation, to the extent that these instructions and recommendations are more explicit or more stringent than requirements indicated in the Contract Documents. Tnspec-t all materials or equipment immediately prior to installation. Reject damaged and defective items. Provide attachment and connection devices and methods for securing work. Secure work true to line and level, and within recognized industry tolerances. Allow for expansion movement. Visual ,ff Provide uniform joint width in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable visual -effect choices to the Architect for final decision. Recheck measurements and dimensions of the work, as an integral step of starting each installation. Tnsta l each unit -of -work during weather conditions and project status which will ensure the best possible results in coordination with the entire work. Mounting Heights: Where, mounting heights are not indicated, install individual units of work at American Disability Act Accessability Guidlines mounting heights for the particular application indicated. Refer. questionable mounting height choices to the Architect for final decision. General: During handling and installation, clean and protect work in progress and adjoining work on the basis of continuous maintenance. Apply protective covering on installed work where it is required to ensure freedom from damage or deterioration at time of substantial completion. Clean and maintain completed work 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 activities to ensure that none of the work, whether completed.or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but not by way of limitation, the following: Excessive static or dynamic loading. Water or ice. Soiling, staining and corrosion. Combustion. Electrical current. Misalignment. 898-98 PROJECT COORDINATION 01040 - 2 �. PROJECT COORDINATION, CONT E Excessive weathering. Unprotected storage. Improper shipping or handling. Theft, or vandalism. General: It is a requirement for supervision and administration of the j work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the work but not incorporated therein. Refer to other sections for required disposition of salvage materials which are the Owner's property. 898-98 PROJECT COORDINATION 01040 - 3 X46 4 FORK13 FIT 161�61111 * wlueml of 01MON IL91:8 a 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. SUMMARY� This Section specifies administrative and procedural requirements for cutting and patching. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. Requirements of this Section apply to mechanical and electrical installations. Refer to Division-15 and Division-16 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. Demolition of selected portions of the building for alterations is included in Section "Selective Demolition". SUBMITTALS rutting ng and Pa hi na Proposal : Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal: Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements. List products to be used and firms or entities that will perform Work. Indicate dates when cutting and patching is to be performed. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations from a licensed professional engineer to show how reinforcement is integrated with the original structure. Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory., Requirements for Structural Work: Do not cut and patch structural work r. 4 898-98 CUTTING AND.PATCHING 01045 - 1 in a manner that would result in a reduction of load -carrying capacity or. of load -deflection ratio. Before cutting and patching the following categories of work, obtain the Architect's approval to proceed with cutting and patching as described in the procedural proposal for cutting and patching. Structural framing or bar joists. Bearing walls. Structural steel. Lintels. Miscellaneous structural metals. Operational and Safety Limitations: Do not cut and patch operational elements or safety related components in a manner that would result in reduction of their capacity to perform in the manner intended, including energy performance, or that would result in increased maintenance, or decreased operational life or decreased safety. Visual Rts : Do not cut and patch work exposed on the building's exterior or interior spaces in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace work judged by the Architect to be cut and patched in a visually unsatisfactory manner. Retain qualified experienced installer or fabricator to cut and patch the following categories of exposed Work, or if it is not possible to engage the original installer or fabricator, engage another recognized experienced and specialized firm: Processed concrete finishes Use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials that will result in equal -or -better performance characteristics than that of existing materials. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work. Temporary Support: To prevent failure, provide temporary support of work to be cut. Pro tme t,ion: Protect other work during cutting and patching to prevent 898-98 CUTTING AND PATCHING 010.45 - 2 CUTTING AN PATCHING, CONT. damage. Provide protection from adverse weather conditions for that part of the project that may be exposed' during cutting and patching operations. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. �. Take all precautions necessary to avoid cutting existing pipe, conduit, 1 or duct serving the building but scheduled to be relocated, until provisions have been made to bypass them. �' n�v�nAnrarar� General: Employ skilled workmen to perform cutting and patching. �- Proceed with cutting and patching at the earliest feasible time and complete without delay. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible, review proposed procedures with the original installer; comply with original installer's recommendations. In general where cutting is required, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. Roof deck is to be neatly sawed where any penetration occurs. Comply with requirements of applicable sections of Division 2 where cutting and patching requires excavating and backfil.ling. By-pass utility services such as pipe and conduit before cutting, where such utility services are shown -or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. Where feasible, inspect and test patched structural areas to demonstrate integrity of work. Restore exposed finishes of patched areas, and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. f If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials. 898-98 CUTTING AND PATCHING 01045 - 3 CUTTING AND PATCHING, CONT. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat. Patch, repair or rehang existing ceilings as necessary to provide an -' even plane surface of uniform appearance. CLEANING _ Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. 898-98 CUTTING AND PATCHING 01045 - 4 7 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. FIR DEFINITIONS ' General: Definitions contained in this Article are not necessarily complete, but are general to the extent that they are not defined more f explicitly elsewhere in the Contract Documents. f Tnd' a d: The term indicated refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in Specifications, and similar requirements in Contract Documents. Where terms such as "shown", "noted", "scheduled", and "specified" are used, it �., is to help locate the reference; no limitation of location is intended except as specifically noted. Directed: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by the Architect", "requested by the Architect", and similar phrases. However, no implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision. Approved: The term "approved", where used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the responsibilities and duties of the Architect stated in the Conditions of the Contract. Such approval shall not release the Contractor from responsibility to fulfill Contract Document requirements, unless otherwise provided in the Contract Documents. Regulation: The term "Regulations" includes laws, statutes, ordinances and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work, whether they are lawfully imposed by authorities having jurisdiction or not. Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations. Install: The term "install" is used to describe operations at Project Site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations". Provid_: The term "provide" means "to furnish and install, complete and ready for the intended use. Installer: An "Installer" is the Contractor or another entity Contractor, engaged by the either as an employee, subcontractor or contractor of ` lower tier, to perform a particular construction activity, including installation, erection, application and similar operations. Installers r are required to be experienced in the operations they are engaged to perform. 898-98 REFERENCE STANDARDS AND DEFINITIONS 01095 - 1 Trades: Using terms such as carpentry does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as carpenter. It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. Asaigning Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are recognized experts in those operations. The specialists must be engaged for those activities, and their assignments are requirements over which the Contractor has no option. However, the ultimate responsibility for fulfilling Contract requirements remains with the Contractor. This requirement shall not be interpreted to conflict with enforcing building codes and similar regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions. Project Site is the space available to the Contractor for performing construction activities, either exclusively or.in conjunction with others performing other work part of the Project. The extent of the Project Site is shown on Drawings, and may or may not be identical with the description of the land upon which the Project is to be built. Testing Agencies: A "testing agency" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on, and, if required, to interpret, results of those inspections or tests. SPF TFT.ATTON FORMAT AND CONTENT EXPLANATTON s ifi a.;on Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-Division format and the MASTERFORMAT numbering system. SpecifiCation Content: This Specification uses certain conventions regarding the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: Abbreviated Language: Language used in Specifications and other Contract Documents is abbreviated. Words and implied, but not stated, shall be interpolated as the sense requires. Singular words will be interpreted as plural and plural words interpreted as singular were applicable as the context of the Contract Documents indicates. Imperative and streamlined language is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. The words "shall be" are implied wherever a color (:) i"s used within a sentence or phrase. 898-98 REFERENCE STANDARDS AND DEFINITIONS 01095 - 2 ► ;►1.3/ C►1 1 ► •► KMOLM0 1 ,raphic symbols used on the Drawings are those recognized in the construction industry for purposes indicated. Where not otherwise noted, symbols are defined by "Architectural Graphic Standards", published by John Wiley & Sons, Inc., seventh edition. Mechanical/F.lentri Drawings: Graphic symbols used on mechanical and electrical Drawings are generally aligned with symbols recommended by �. ASHRAE. Where appropriate, they are supplemented by more specific symbols recommended by technical associations including ASME, ASPE, IEEE and similar organizations. Refer instances of uncertainty to the Architect for clarification before proceeding. r Applicability of Standards: Except where Contract Documents include more stringent requirements, applicable construction industry standards have i the same force and effect as if bound or copied directly into Contract Documents. Such standards are made a part of the Contract Documents by reference. Individual Sections indicate which codes and standards the Contractor must keep available at the Project Site for reference. Publication Dates: Where compliance with an industry standard is required, comply with the standard in effect as of date of Contract Documents. Undated Standards: At the request of the Architect, Contractor or authority having jurisdiction, submit a Change Order proposal where an applicable code or standard has been revised and reissued after the date of the Contract Documents and before performance of Work affected. The Architect will decide whether to issue a Change Order to proceed with the updated standard. Conflicting_ Requirements: Where compliance with two or more standards is specified, and they establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the Contract Documents indicate otherwise. Refer requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent to the Architect for a decision before proceeding. Minimum Quantities or Quality Levels: In every instance the quantity or quality level shown or specified shall be the minimum to be provided or performed. The actual installation may comply exactly, within specified tolerances, with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements. Refer instances of uncertainty to the Architect for decision before proceeding. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents. Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source. 898-98 REFERENCE STANDARDS AND DEFINITIONS 01095 - 3 Although copies of standards needed for enforcement of requirements may be part of required submittals, the Architect reserves the right to require the Contractor to submit additional copies as necessary for enforcement of requirements. Abbreviations and Names: Trade association names and titles;of general standards are frequently abbreviated. Where acronyms or abbreviations are used in the Specifications or other Contract Documents they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries. VPdPrA1 Government A_gencies: Names and titles of federal government standard or Specification -producing agencies are often abbreviated. Acronyms or abbreviations referenced in the Contract Documents indicate names of standard- or Specification -producing agencies of the federal government. S IRMT'ZT_AZS Permits., Licenses and CprtifiCatps: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgements, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work. (Not Applicable) (Not Applicable) 898-98 REFERENCE STANDARDS AND DEFINITIONS 01095 4 SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART I GENERAL Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to work of this section. The types of submittal requirements specified in this section include shop drawings, product data, samples and miscellaneous work -related submittals. Individual submittal requirements are specified in applicable sections for each unit of work. Refer to other Division 1 sections and other contract documents for requirements for administrative d submittals. Defi ni,t�ons : Work -related submittals of this section are categorized for convenience as follows: Shop drawings include specially -prepared technical data for this project, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to a range of similar projects. Product data include standard printed information on materials, products and systems; not specially -prepared for this project, other than the designation of selections from among available choices printed therein. Samples. include both fabricated and unfabricated physical examples of materials, products and units of work; either for limited visual inspection or (where indicated) for more detailed testing and analysis. Mir,rpllaneous submittals related directly to the work (non -administrative) include warranties, maintenance agreements, workmanship bonds, project photographs, survey data and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock, and similar information, devices and materials applicable to the work and not processed as shop drawings, products data or samples. Coordination and Sequencing: Coordinate preparation and processing of submittals. Coordinate and sequence different categories of.submittals for same work, so that one will not be delayed for coordination of Architect's review with another. Refer to other Division 1 sections and other contract documents for specifications on administrative, non -work -related submittals. Such submittals include, but are not limited to the following items: Permits. i� Payment applications. Performance and payment bonds. Insurance certificates. r 898-98 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01340 - 1 .i' oaa nomwasivilley M I: tea' 6 D64MIKeny Inspection and test reports. Listing of subcontractors. Submittal Preparation: Provide permanent marking on each submittal to identify project, date, Contractor, subcontractor, supplier, submittal name, address and similar information to distinguish it from other submittals. Contractor to provide executed review and approval marking before submitting to the Architect and provide space for Architect's "Action" marking. Package each submittal appropriately for transmittal and handling. Submittals which are received from sources other than through Contractor's office will be returned by Architect "without action" Transmittal Form: AIA Form G810 or Contractors standard form if approved by the Architect. General: Except as otherwise indicated in individual work sections, comply with requirements specified herein for each indicated category of submittal. Provide and process intermediate submittals, where required between initial and final, similar to initial submittals: The Contractor is responsible for: quantities; dimensions which are to be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of other trades; and the satisfactory performance of his work. Refer to Division 15 and Division 16 sections for additional general requirments applicable to shop drawings, product data, and samples for mechanical and electrical work, respectively. Shop Drawings: Provide newly -prepared information with graphic information at accurate scale (except as otherwise indicated), with name of preparer indicated (firm name). Show dimensions and note which are based on field measurement. Identify materials and products in the work shown. Indicate compliances with standards, and special coordination requirements. Do not allow shop drawing copies without appropriate final "Action" markings by Architect to be used in connection with the work. Subm_Lt_t_ai : Five ( 5 ) prints; two ( 2 ) will be retained and remainder will be returned. Provide two (2) additional copies (which will be returned) when required for maintenance manuals. Product Data: Collect required data into one submittal for each unit of work or system, and mark each copy to show which choices and options are applicable to project. Include manufacturer's standard printed recommendations for application and use, compliance with standards, application of labels and seals, notation of field measurements which have been checked, and special coordination requirements. Submittals: Do not submit product data, or allow its use ;on the project, until compliance with requirements of contract documents has been confirmed by Contractor. Submittal is for information and record, unless otherwise indicated. Initial submittal: is final submittal, unless returned promptly by Architect and marked with 898-98 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01340 - 2 SHOP DRAWINGS PRODUCT DATE & SAMPLES, CONT'D "Action" which indicates an observed non-compliance. Submit five (5) r copies, plus two (2) additional copies (which will be returned) where required for maintenance manuals. Two (2) copies will be retained. r Provide a preliminary single -copy submittal where required (or desired by Contractor) for selection of options by Architect. Installer's Copy: Do not proceed with installation of materials, products or systems until final copy of applicable product data is in possession of Installer. j' Samples: Provide units identical with final condition of proposed [ materials or products of the work. Include "range" samples (not less than three units) where unavoidable variations must be expected, and describe or identify variations between units of each set. Provide full set of optional samples where Architect's selection is required. Prepare samples to match Architect's samples where so indicated. Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliance with standards. Samples are submitted for review and confirmation of color, pattern, texture and "kind" by Architect. Architect will not "test" samples (except as otherwise indicated) for compliance with other requirements, which are therefore the exclusive responsibility of Contractor. Submittal: At Contractor's option, provide preliminary submittal of single set of samples for Architect's review and "Action" which requires resubmittal; one set will be returned. Tnspec tion and Test Reports: Classify each as either "shopdrawing" or "product data", depending upon whether report is uniquely prepared for project or a standard publication of workmanship control testing at point of production; process accordingly. Warranties: Refer to "Products" section for specific general requirements on warranties, product/workmanship bonds, and maintenance agreements. In addition to copies desired for Contractor's use, furnish two executed copies, except for maintenance manual. Standards: Where copy submittal is indicated, and except where specified integrally with "Product Data" submittal, submit a single copy for Architect's use. Where workmanship at project site and elsewhere is governed by standard, furnish additional copies to fabricators, installers and others involved in performance of the work. rIngpout, Submi a G: Refer to individual work sections and to "closeout" sections for specific requirements on submittal of closeout information, materials, tools and similar items. Record Document Conies Furnish one set. Maintenance/Operating Manuals: Furnish two bound copies. Materials and Tools: Refer to individual work sections for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted. SUBMITTAL SCHEDIYLR 898-98 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01340 - 3 General Distribution: Provide additional distribution of submittals (not included in foregoing copy submittal requirements) to subcontractors, suppliers, fabricators, installers, governing authorities and others as necessary for proper performance of the work. Include such additional copies in transmittal forms. ACTIONS ON SURMTTTALS Architect's Action: Where action and return is required or requested, Architect will review each submittal, mark with "Action" and where possible return within two weeks of receipt. Where submittal must be held for coordination, Contractor will ` be so advised by Architect without delay. Review of submittals is for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Final Unrestricted Release: Work may proceed, provided it complies with contract documents, when submittal is returned with the following: Marking: "Approved." Final -But -Restricted Release: Work may proceed, provided it complies with notations and corrections on submittal and with contract documents, when submittal is returned with the following: Marking: "Approved as Noted." Returned For Resubmi al: Do not proceed with work. Revise submittal in accordance with notations thereon, and resubmit without delay to obtain a different action marking. Do not allow submittal with the following marking (or marked submittals where a marking is required) to be used in connection with performance of the work: Marking: "Disapproved, Resubmit." PART 2 - PRODUCTS (Not Applicable) (Not Applicable) 898-98 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01340 - 4 RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. This Section includes administrative and procedural requirements for quality control services. Quality on of servirpq include inspections and tests and related actions including reports, performed by independent agencies, governing r authorities, and the Contractor. They do not include Contract enforcement activities performed by the Architect. 6 r" Trisection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with Contract Document requirements. Requirements of this Section relate to customized fabrication and installation procedures, not production of;standard products. Specific quality control requirements for individual construction activities are specified in the Sections that specify those activities. Those requirements, including inspections and tests, cover production of standard products as well as customized fabrication and installation procedures. Inspections, tests and related actions specified are not intended to limit the Contractor's quality control procedures that facilitate compliance with Contract Document requirements. Requirements for the Contractor to provide quality control services required by the Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. Related Sections: The following Sections contain requirements that relate to this Section: Division 1 Section "Cutting and Patching" specifies requirements for repair and restoration of construction disturbed by inspection and rtesting activities. l RESPONSIBILITIES r Contractor Responsibilities: The installing contractor shall provide inspections, tests and similar quality control services, specified in individual Specification Sections and required by governing authorities, except where they are specifically indicated to be the Owner's responsibility, or are provided by another identified entity; these services include those specified to be performed by an independent, agency and not by the Contractor. Costs for these services shall be included in the Contract Sum. Retestina: The Contractor is responsible for retesting where results r 898-98 QUALITY CONTROL 01400 - 1 • 1 ••1 a'• •► 1 of required inspections, tests or similar services prove unsatisfactory and do not indicate compliance with Contract Document requirements, regardless of whether the original test was the Contractor's responsibility. Cost of retesting construction revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original construction. Associated Services: 'The Contractor shall cooperate with agencies performing required inspections, tests and similar services and _ provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include but are not limited to: Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. Providing the agency with a,preliminary design mix proposed for use for materials mixes that require control by the testing agency. Security and protection of samples and test equipment at the Project site. Duties of the Testing Agency: The independent testing agency engaged to perform inspections, sampling and testing of materials and construction specified in individual Specification Sections shall cooperate with the Architect and Contractor in performance of its duties, and shall provide qualified personnel to perform required inspections and tests. The agency shall notify the Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract Documents, or approve or accept any portion of the Work'. The agency shall not perform any duties of the Contractor. Coordination: The Contractor and each agency engaged to perform inspections, tests and similar services shall coordinate the sequence of activities to accommodate required services with a minimum of delay. In addition,' the Contractor and each agency shall coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections, tests, taking samples and similar activities. 898-98 QUALITY CONTROL 01400 - 2 QUALTTY CONTROLS, CONT'D SUBMITTALS The independent testing agency shall submit a certified written report of each inspection, test or similar service to the Architect in duplicate, unless the Contractor is responsible for the service. If the Contractor is responsible for the service, submit a certified written report of each inspection, test or similar service through the Contractor in duplicate. Submit additional copies of each written report directly to the governing authority, when the authority so directs. Report Data: Written reports of each inspection, test or similar service shall include, but not be limited to: Date of issue. r 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 the inspection or test. Designation of the Work and test method. Identification of product and Specification Section. Complete inspection or test data. Test results and an interpretation of test results. Ambient conditions at the time of sample taking and testing. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements. Name and signature of laboratory inspector. Recommendations on retesting. QUALTTY ASSURANCE Qualification for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, which are prequalified as complying with "Recommended Requirements; for Independent C Laboratory Qualification" by the American Council of Independent Laboratories, and which specialize in the types of inspections and tests to be performed. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the State in which the Project is located. PART 2 - PRODUCTS (Not Applicable). General: Upon completion of inspection, testing, sample -taking and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. Comply with Contract Document requirements for "Cutting and Patching". Protect construction exposed by or for quality control service activities, and protect repaired construction. Repair and protection is the Contractor's responsibility, regardless of 898-98 QUALITY CONTROL 01400 - 3 QUALTTY CONTROLS- CONT' D the assignment of responsibility for inspection, testing or similar _ services. 898-98 QUALITY CONTROL 01400 - 4, RELATED DO MF'N S r 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 ASSUPANCE apneral 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. ,TOR CONDITIONS r,-n .r l : 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 EXECUTT_ON TEMPORARY UTILITY SERVICES The types of services required include, but not by way of limitation, surface drainage, electricalpower and telephones. TEMPORARY .ON TR T TTON A .TT,T T .S 7,11 Temporary Power: Provide waterproof temporary service, power panels and 7 898-98 TEMPORARY FACILITIES 01505 - 1 circuits. Service should be with ground fault circuit .interrupter features, activated from each circuit of 20 amp or less rating. Meterina: Install and maintain new meter for electrical power service at earliest possible date. All service prior to owner occupancy to be provided without charge to owner by contractor. The types of temporary construction facilities required include, but not by way of limitation, drainage, enclosure of work, ventilation, electrical power distribution and lighting. Provide facilities reasonably required to perform construction operations properly and adequately. Rlprtrinal Power: Utilize 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 system or by engine -driven power -generator sets, at Contractor's option. A Lighting: Provide sufficient temporary lighting to ensure proper workmanship everywhere, by combined use of daylight. Provide general lighting with local switching which will enable energy conservation r during periods of varying activity (work -in -progress traffic only, security check, lock -up, etc.) _ Provide uniformly spaced general lighting equivalent to not less than one 200-watt incandescent lamp per 50 sq. ft. of floor area. Toilets: Provide self-contained chemical toilet units for construction personnel, properly vented and fully enclosed with fiberglass shell. Access ProyisiQr: Maintain similar temporary access elements as reasonably required to perform the work and facilitate its inspection during demolition. Comply with reasonable requests of governing authorities performing inspections. Thtypes of temporary security and protection provisions required include, but not by way of limitation, fire protection, barricades, warning signals/lights, closure fences, building enclosure/lockup and similar provisions intended to minimize -property loss, personal injury and claims for damages at project site. - Fire Extinguishers: Provide types, sizes, numbers and locations as would be reasonably effective in extinguishing fires during construction, by personnel at project site. Post local fire department call number on each telephone at the project site. Building Enclosure and Lockup: Secure building against unauthorized entrance at times when personnel are not working. Provide secure 898-98 TEMPORARY FACILITIES 01505 - 2 temporary enclosures at locations of possible entry with locked entrances. 898-98 TEMPORARY FACILITIES 01505 - 3 7 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification sections, apply to work of this section. This section specifies administrative and procedural requirements for handling requests for substitutions made after award of the Contract. The Contractor's Construction Schedule and the Schedule of Submittals are included under Section "Submittals". Standards: Refer to Section "Definitions and Standards" for applicability of industry standards to products specified. Defini tions: Definitions used in this paragraph are not intended to negate the meaning of other terms used in the contract documents, including such terms as, "specialties", "systems", "structure, "finishes", "accessories", "furnishings", "special construction", and similar terms. Such terms are self-explanatory and have recognized meanings in the construction industry. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from the Contractor's previously purchased stock. The term "product" as used herein includes the terms "material", "equipment", "system" and other terms.of similar intent. "Named Products" are items identified by manufacturer's product name .including make or model designation, as recorded in current published product literature. "Materials" are products that must be substantially cut, shaped, worked, mixed, finished, refined or otherwise fabricated, processed, ° or installed to form units of work. 11F!$upm .n -" a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. rquhstitutions: Requests for changes in products, materials, equipment and methods of construction required by the Contract Documents proposed by the Contractor after the Contract is awarded are considered requests for "substitutions". The following are not considered substitutions: Revisions to the contract documents, where requested by the Owner, Architect or Engineer are considered as "changes", not substitutions. Substitutions requested during the bidding period, which have been accepted prior to the Contract Date, are included in the contract documents and are not subject to the requirements for substitutions as herein specified. Specified Contractor options on products and construction methods included in the contract documents are choices available to the Contractor and are not subject to the requirements for substitutions f 898-98 PRODUCTS AND SUBSTITUTIONS 01631 1 was) MaY Nma ► I 1 *1 MEMO Him1 as herein specified. The Contractor's determination of and compliance with governing regulations and orders as issued by governing authorities. Standards: Refer to Division-1 section "Definitions and Standards" for the applicability of industry standards to the products specified for the project, and for the cronyms used in the text of the specification sections. Source Limitations: To the fullest extent possible, provide products of the same generic kind, from a single source, for each unit of work. Compatibility of Options: Compatibility of products is a basic requirement of product selection. When the Contractor is giventhe option of selecting between two or more products for use on the project, the product selected must be compatible with other products previously selected, even if the products previously selected were also Contractor options. The complete compatibility between the various choices available to the Contractor is not assured by the various requirements of the Contract documents, but must be provided by the Contractor. Substitution Request Submittal: Requests for substitution will be considered if received within 30 days after commencement of the Work. Requests received more than 30 days after commencement of the Work may be considered or rejected at the discretion of the Architect. Submit three (3) copies of each request for substitution. In each request identify the product or fabrication or installation method to be replaced by the substitution; include related specification section and drawing numbers, and complete documentation showing compliance with the requirements for substitutions. Include the following information, as appropriate, with each request. Provide complete product data, drawings and descriptions of products, and fabrication and installation procedures. Provide samples where applicable or requested. Provide a detailed comparison of the significant qualities of the proposed substitution with those of the work originally specified. Significant qualities include elements such as size, weight, durability, performance and visual effect where applicable. Provide complete coordination information. Include all changes required in other elements of the work to accommodate the substitution, including work performed by the Owner and separate Contractors. Provide certification by the Contractor along with executed, action stamp stating, after thorough evaluation, that the proposed substitution will result in work that in every significant respect is equal to or better than the:work required by the Contract Documents. Include in this certification the Contractor's waiver of rights to r� 898-98 2 PRODUCTS AND SUBSTITUTIONS 01631 - w-•l:11•► •► I I 7 additional payment of time, which may subsequently be necessary because of the failure of the substitution to perform adequately. Architect's Action: Within one week of receipt of the request for substitution, the Architect will request additional information or documentation necessary for evaluation of the request. Within two ( 2 ) weeks of receipt of the request, or one week of receipt of the additional information or documentation, whichever is later, the Architect will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the product specified by name. Acceptance will be in the form of a Change Order. Deliver, store, and handle products in accordance with manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft. Control delivery schedules to minimize long-term storage at the site and to prevent overcrowding of construction spaces. In particular coordinate delivery and installation to ensure minimum holding or storage times for items known or recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other sources of loss. Deliver products to the site in the manufacturer's sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. Store heavy materials away from the project structure in a manner that will not endanger the supporting construction. PART 2. PRODUCTS General: Requirements for individual products are indicated in the contract documents; compliance with these requirements is in itself a contract requirement. These requirements may be specified in any one of several different specifying methods, or in any combination of these methods. These methods include the following: Proprietary Semi -proprietary Descriptive Performance Compliance with Reference Standards Compliance with codes, compliance with graphic details, allowances, visual selections and similar provisions of the Contract Documents also have a bearing on the selection process. Proved eras for S .ierg _ing Products: The Contractor's options in selecting r products are limited by requirements of the Contract Documents and t governing regulations, not by industry traditions or procedures. Procedures governing selection include the following: 898-98 PRODUCTS AND SUBSTITUTIONS 01631 - 3 Proprietary and Semi -Proprietary Specification - Single Product Name: Where only a single product or manufacturer is named, provide the product indicated. No substitutions permitted. Two or More Product Names: Where two or more products or manufacturers are named, provide one of the products named. No substitutions permitted. Where products or manufacturers are specified by name, accompanied by the term "or -equal" or similar language, comply with the contract _ documents provisions concerning "substitutions" to obtain- approval from the Architect for the use of an unnamed product. N n-Proprietary Specification: Where Specifications list products or — manufacturers that are available and may be incorporated in the Work, but do not restrict the Contractor to the use of these products only, the Contractor may propose any available product that complies with Contract requirements. Descriptive Specification Requirements: Where the specifications describe a product or assembly generically, listing the exact characteristics required, with or without use of a brand or trade name, provide products or assemblies that provide the characteristics and otherwise comply with Contract requirements. — Performance Snecification R auirements: Where Specifications require compliance with performance requirements, provide products that comply with specific requirements and are recommended by the manufacturer for the application indicated. General overall performance -of a product is implied where the product is specified for specific performances. Comr)lian.e with Standards, Codes and Regulations: Where the Specifications require only compliance with an imposed standard, code or regulation, comply with specification requirements, including the standards, codes and regulations. Visual Matching: Where matching an established sample is required, the final judgment of whether a product proposed matches the sample satisfactorily will be determined by the Architect. Where there is no product available within the specified category, matching the sample satisfactorily and also complying with other specified requirements, — comply with the provisions of the Contract Documents concerning "substitutions" for the selection of matching product in another product category, or for non-compliance with specified requirements. Allowances: Refer to individual Specifications sections and "Allowance" provisions in Division-1 for allowances that control product selection, and for the procedures required for processing such -' selections. TB TTT TTONS con ; ions: The Contractor's substitution request will be received and considered when extensive revisions to the contract documents are not required, -when the proposed changes are in keeping with the general — intent of --the contract documents, when the requests are timely, fully documented and properly submitted, and when one or more.of the following 898-98 PRODUCTS AND SUBSTITUTIONS 01631 - 4 PRODUCTS AND SUBSTITUTIONS, CONT'D i conditions is satisfied, all as judged by the Architect; otherwise the requests will be returned without action except to record non-compliance with these requirements. The Architect will consider a request for substitution when: The request is directly related to an "or equal" clause or similar language in the contract documents. The specified product or method cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of the Contractor's failure to pursue the work promptly or to coordinate activities properly. The specified product or method cannot be provided within the Contract �- Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting r. offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provides the required warranty. The Contractor's submittal of and the Architect's acceptance of shop drawings, product data or samples which relate to work not complying with requirements of the contract documents, does not constitute an acceptable or valid request for a substitution, nor approval thereof. Provide products that comply with the requirements of the contract documents and that are undamaged and, unless otherwise indicated, unused at the time of installation. Provide products that are complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. StandardProducts: Where they are available, provide standard 898-98 PRODUCTS AND SUBSTITUTIONS 01631 - 5 ';9pill" L11 •ff•U1 products of types that have been produced and used successfully in similar situations on other projects. Nameplates: Except for required labels and operating data, do not permanently attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which will be exposed to view either in occupied spaces or on the exterior of the completed project. T.ab_ I G: Locate required product labels and stamps on a concealed surface or, where required for observation after installation, on an accessible surface which, in occupied spaces, is not conspicuous. Rauipment Nameplates: Provide a permanent nameplate on each item of service -connected or power -operated equipment. Locate the nameplate on an easily accessible surface which is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data. Name of manufacturer Name of product Model number Serial number Capacity Speed Ratings PART 3 - VXRCUTTON TNS ALLATTON OF PRODUCTS Comply with the manufacturer's instructions and recommendations for installation of the products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other work. Clean exposed surfaces and protect surfaces as necessary to ensure freedom from damage and deterioration at time of acceptance. 898-98 PRODUCTS AND SUBSTITUTIONS /` 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. This Section specifies administrative and procedural requirements for project closeout, including but not limited to: Inspection procedures. Warranties and submittals. Final cleaning. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions-2 through -16. Preliminary Procedures: Before requesting inspection for Certification of Substantial Completion, complete the following. List exceptions in the request: In the Application for Payment that coincides with or first follows the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. Include supporting documentation for completion as indicated in these Contract Documents. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. Advise Owner of pending insurance change -over requirements. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits, operating certificates and similar releases. Complete start-up testing/balancing of systems, service all existing mechanical systems and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes. On receipt of a request for inspection of each listed Project, the Architect will either proceed with inspection or advise the Contractor of unfulfilled requirements. The Architect will prepare the Certificate of Substantial Completion at the completion of 898-98 PROJECT CLOSEOUT 01700 - 1 the final phases following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. The Architect will repeat inspection when requested and assured that the Work has been substantially completed. Results of the completed inspection will form the basis of requirements for final acceptance. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List known exceptions in the request. Submit final payment request with final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. Submit waiver of liens. Submit an updated final statement, accounting for final additional changes to the Contract Sum. Submit a certified copy of the Architect's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Architect. Submit consent of surety to final payment. Rei_n5nection procedure: The Architect will reinspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect. Upon completion of reinspection, Architect will either prepare certificate of final acceptance, or advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. If necessary, reinspection will be repeated. PART 2 PRODUCTS (Not Applicable) This Article specifies general administrative and procedural requirements for warranties and bonds required by the Contract Documents, including manufacturers' standard warranties on products and special warranties. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. 898-98 PROJECT CLOSEOUT 01700 - 2 Specific requirements for warranties for the Work and products and installations that are specified to be warranted are included in the individual Sections of Divisions-2 through -16. 12,i srl a imers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, rR manufacturers, and subcontractors required to countersign special warranties with the Contractor. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. After warranty Work is completed, reinstate warranty equal to the original with equitable adjustment for depreciation. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefitted from use of the Work through a portion of its anticipated useful service life. Relpction of Warrantia: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. The Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do SO. Submit written warranties to the Architect prior to the date certified for Substantial Completion. When a designated portion of the Work is completed and occupied or used by the Owner by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within 15 days of completion of that designated portion of the Work. When a special warranty is required to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for approval prior to final execution. Form of submittal: At Final Completion compile two copies of each required and previously reviewed warranty and bond properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. '~ Warranties may include, but are not limited to, the following: N 898-98 PROJECT CLOSEOUT 01700 - 3 Contractor's General Warranty Roofing Warranty General cleaning during construction is required by the General Conditions and included in Section "Temporary Facilities". Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion. Remove labels that are not permanent labels. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compound and other substances that are noticeable vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Clean exposed exterior and interior hard -surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors clean with final seal coat. Vacuum carpeted surfaces. Clean the site, including landscape development areas, of rubbish, litter and other foreign substances. Sweep paved areas broom clean;; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even -textured surface. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove waste materials form the site and dispose of in a lawful manner. Where extra materials of value remaining after completion of associated. Work have become the Owner's property, arrange for disposition of these materials as directed. 898-98 PROJECT CLOSEOUT 01700 - 4 C_ Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this section. Extent of selective demolition work is indicated on drawings. See Division 1 for sequencing of demolition. This Section includes the following: Removal of the building gypsum roof deck at tees indicated on drawings and as required to accommodate new construction. Removal of doors and frames indicated "remove" or "remove and relocate". Removal of electrical fixtures and conduit back to the existing electrical panel. Removal of gas line inside the building lines. Demolition and removal of selected site elements. Patching and repairs. Related Sections: The following Sections contain requirements that relate to this Section: Division I Section "Summary of Work" for use of the building and phasing requirements. Division 1 Section "Cutting and E china" for cutting and patching procedures for selective demolition operations. Division I Section "Temporary Fa i1i i " for temporary utilities, .•• temporary construction and support facilities, temporary security and protection facilities, and environmental protection measures for selective demolition operations. Division 2 Section "Site Clparjjagl' for site clearing and removing above- and below -grade improvements. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's property. Remove, clean, and pack or crate items to protect against damage. Identify contents of containers and deliver to Owner's designated storage area. r. Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare them for reuse; store and protect. against damage. Reinstall items in the same locations or in locations indicated. 898-98 SELECTIVE "DEMOLITION 02070- 1 Rxisting to Remain: Protect construction indicated to remain against damage and soiling during selective demolition and then cleaned and reinstalled in their original locations. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option. Occupancy: Owner will be continuously occupying areas of the building immediately adjacent to areas of selective demolition area. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner of demolition activities which will severely affect Owner's normal operations. Condition of 9 n.1c ur.G: Owner assumes no responsibility for actual condition of items or structures to be demolished. Conditions existing at time of inspection for bidding purpose will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. Partial 1 Demolition and Removal: Items indicated to be removed but of salvable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed. Storage or sale of removed items on site will not be permitted, Asbestos: It is not expected that asbestos will be encountered in the Work. If any materials suspected of containing asbestos or encountered, do not disturb the materials. Immediately notify the Architect and the Owner. PART 2. - PRODUCTS ( Not Applicable) . Use repair materials identical to existing materials. Where 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. PART 3 - RXECUTTON EXAMINATION Verify. that utilities have been disconnected and capped. 898-98 SEIFnTTVF ppmnT,TTTON n?n7n- 1) S ,T. ..TTVF DEMO ,TTTTON, CONT c: Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. When Unanticipated mechanical, electrical, or structural elements that conflict with the intended function or design are encountered, 1. investigate and measure the nature and extent of the conflict. Promptly submit a written report to the Architect. Survey the condition of the building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of the structure during selective demolition. TTTLTTY SERVTCES Utility Reau remen.s: Locate, identify, disconnect, and seal or cap off indicated utility services serving areas to be selectively demolished. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit after bypassing. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement or collapse of elements to be demolished and adjacent facilities to remain. pamaaes: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. Cease operations and notify the Owner's Representative immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. Traffic: Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with Owner's activities, roads, streets, walks, and other adjacent occupied or used facilities. Conduct demolition op .ra .ions to prevent injury to people and damage to adjacent elements to remain. Ensure safe passage of people around selective demolition area. Protections: Provide temporary barricades and other forms of protection as required to protect Owner's personnel, guests, and general public from injury due to selective demolition work. Protect from damage, walls, structural elements and other existing finish work that are to remain in place and becomes exposed during selective demolition operations. Provide and maintain shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished, and adjacent facilities or work to remain. Strengthen or add new supports when required during progress of selective demolition. r 898-98 SFT,FCTTVF DEMOLITION 02070- 3 Remove protections at completion of work. Environmental Controls: Use water mist or sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing environmental protection regulations pertaining to environmental protection. Do not use water when it may damage existing construction or create hazardous or objectionable conditions such as ice, flooding, and pollution. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before start of selective demolition. SELECTTVEDEMOLTTTON Demolish and remove existing construction only to the extent required -by new construction and as indicated. Use methods required to complete Work within limitations of governing regulations and as follows: Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition work above each floor or tier before disturbing supporting members on lower levels. 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. To minimize disturbance of adjacent surfaces, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. Demolish _gypsum deck_ in small sections. Cut at junctures with construction to remain using power -driven masonry saw or hand tools; do not use power -driven impact tools. Break up and remove gypsum deck and roofing. Tf unanticipated mechanical, electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner's Representative in written, accurate detail. Pending receipt of directive from Owner's Representative, rearrange selective demolition schedule as necessary to continue overall job progress without delay. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. 898-98 SELECTTVF PEMOLTTTON 0?07n- 4 I SELECTIVE WFMO .ITION, CONT Patching is specified in Division 1 Section "Cutting and Patching." ` Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. Completely fill holes and depressions in existing masonry walls to remain with an approved masonry patching material, applied according to manufacturer's printed recommendations. $estore exposed finishes of patched areas and extend finish restoration into adjoining construction to remain in a manner that eliminates evidence of patching and refinishing. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling and protection against exposure or environmental pollution. Burning: Do not burn demolished materials. CLEAN-UP AND REPAIR Sweep the building broom clean on completion of selective demolition operation. �-' Upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas broom clean. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition work. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. 898-98 SELECTIVE DEMOLITION 02070- 5 SECTION 0.110 - SITE CLEARING PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work specified in this section. This section includes the following: Removal of trees, shrubs and other vegetation. Removing above grade improvements. PROJECT CONDITIONS Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or r-� used facilities without permission from authorities having jurisdiction. { Protection of Existina Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Restore damaged i_mprovementG to their original condition, as acceptable to property owners. RRODUCTS Not appliCahlp to this section. General: Remove improvements, or obstructions interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated. "Removal" includes digging out and off -site disposing of stumps and roots. Cut minor roots and branches of trees indicated to remain in a clean and careful manner, where such roots and branches obstruct installation of new construction. Removal of_Tmoov m . Remove above -grade and below -grade improvements as necessary to permit construction, and other work as indicated. Abandonment or removal of certain underground pipe or conduits may be r- shown on the drawings, and is included under work of those sections. �. Removal of abandoned underground piping or conduit interfering with construction is included under this section. ate+ Burning on Owner's Property: Burning is not permitted on Owner's property. 898-98 SITE CLEARING 02110 - 1 SITE CLEARING, CONT Removal from Owner's Property: Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site. 898-98 SITE CLEARING 02110 - 2 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification suctions, apply to work specified in this section. Precautions should be taken to prevent any masonry materials, or associated work from penetrating into finished area. DESCRIPTION OF WORK Extent of each type of masonry work infill is indicated on drawings and schedule. Types of masonry work required include: Concrete unit masonry. SUBMTTTAT,S Product Data: Submit manufacturer's specifications and other data for each type of masonry unit, accessory, and other manufactured products, including certifications that each type complies with specified requirements. Include instructions for handling, storage, installations and protection. nET-TV_F.RY, STORAGEO AND HANDT,TNG Deliver masonry _materials to project in undamaged condition. Store and handle masonryunits to prevent their deterioration or damage due to moisture, temperature change, contaminants, corrosion or other causes. Store cementitious materials off the ground, under cover and in dry location. Store aggregates where grading and other required characteristics can be maintained. store masonry accessories including metal items to prevent deterioration by corrosion and accumulation of dirt. PROTECT CONDTTIONZ Pro . ion of work: During erection, cover top of walls with heavy waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. Extend cov r a minimum of 24 inches down both sides and hold cover securely in place. Staining: Prevent grout or mortar from staining the face of masonry to '` be left exposed or painted. Remove immediately grout or mortar in contact with such masonry. 898-98 UNIT MASONRY 04200 - 1 Protect sills, ledges and projections from droppings of mortar. Do not lay masonry units which are wet or frozen Remove any ice or snow formed on masonry bed by carefully applying heat until top surface is dry to the touch. Remove all masonry determined to be frozen or damaged by freezing conditions. -` Perform the following construction procedures while the work is progressing: When air temperature is from 40 degrees F (4 deg. C) to 32 deg. F (0 deg. C) and rising heat sand mixing water to produce mortar temperatures between 40 deg. F (4 deg. C) and 120 deg. F (49 deg. C). When air temperature is from 32 deg. F (0 deg. C) and below, no work is to be performed. Perform the following protections for completed masonry and masonry not being worked on: When the mean daily air temperature is from 40 deg. F (4 deg. C) to 32 deg. F (0 deg. C), protect masonry from rain or snow for at least 24 hours by covering with weather -resistive membrane. When mean daily air temperature is from 32 deg.F (0 deg. C) to 24 deg. F (-4 deg. C), completely cover masonry with weather -resistive membrane for at least 24 hours. When mean daily air temperature is from 25 deg. F (-4 deg. C) to 20 deg. F (-7 deg. C), completely cover masonry with insulating blankets or similar protection for at least 24 hours. . Manufacturer: Obtain masonry units from one manufacturer, of uniform texture and color for each kind required, for each continuous area and visually related areas. li.zs: Manufacturer's standard units with nominal face dimensions of 16" long x 8" high (15-5/8" x 7-5/8" actual), unless otherwise indicated. Verify and match existing block dimensions at all locations where walls are patched. Hollow Load -Bearing: ASTM C 90 where shown. Grade N for general use in exterior walls above and below grade that may or may not be exposed to moisture penetration or weather, and for 898-98 UNIT MASONRY 04200 - 2 t interior walls and backup. Weigh_Classification: Normal weight units. (125 lbs. per cu. ft. or more, oven dry weight of concrete) at the following locations. Exterior walls Cur _ units by autoclave treatment at a minimum temperature of 350 deg. F (176 deg. C), and a minimum pressure of 125 psi. Limit moisture absorption of 25% of saturation during delivery and until time of installation. Exposed Faces: Provide manufacturer's standard color and texture. Portland Cement: ASTM C 150, Type I, except Type III may be used for cold weather construction. Provide natural color. Masonry Cement: ASTM C 91. Hydrated Lime: ASTM C 207, Type S. Aggregates: ASTM C 144, except for joints less than 1/4" use aggregate graded with 100% passing the No. 16 sieve. Water: Clean, free of deleterious materials which would impair strength or bond. MASONRY ACCESSORIES Horizontal Joint Reinforcing and Ties for Masonry: Provide welded wire units prefabricated in straight lengths of not less than 10' with matching corner and tee units. Fabricate from cold -drawn steel wire complying with ASTM A 82, (ASTM A 64 for zinc coating) with deformed continuous side rods and plain cross -rods, and a unit width of 1-1/2" to 2" less than thickness of wall or partition. Provide units fabricated as follows: Ladder type fabricated with single pair of 9 ga. side rods and 9 ga. perpendicular cross rods spaced not more than 16"o.c. For walls, hot -dip galvanize for fabrication with 1.5 oz. zinc coating, ASTM A 153, Class B2. Anchors and Ties - Provide 3/8" diameter bolts or rods into existing structure. For devices which extend into exterior wythe, fabricate from steel with hot -dip galvanized coating, ASTM A 153, Class B-2. FLASHTNGS FOR MASONRY 898-98 UNIT MASONRY 04200 - 3 I Products: Subject to compliance with requirements, provide one of the -' following: Vinyl Sheet Flashing: "Vi-Seal Plastic Flashing"; Afco Products Inc. "BFG" Vinyl Water Barrier; B.F. Goodrich Co. "Nuflex"; Sandell Manufacturing Co., Inc. "Wascoseal"; York Manufacturing, Inc. MASONRY CLEANERS Acidic Cleaner: Manufacturer's standard strength general purpose cleaner designed for new masonry surfaces of type indicated; composed. of blended organic and inorganic acids combined with special wetting systems and inhibitors; expressly approved for intended use by manufacturer of masonry units being cleaned. "Sure Klean" No. 600 Detergent; ProSoCo,.Inc. Do not lower the freezing point of mortar by use of admixtures or anti -freeze agents such as Calcium Chloride in mortar or grout. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specifications, except limit materials to those specified herein, and limit cement/lime ratio (by volume) as follows: Type S: 1P:1/2L:4-1/2S (Below grade) Type NN: 1P:1L:6S (Above grades) Masonry Cement: Over 2-1/4 parts up to three parts damp loose aggregate per one part of masonry cement. No lime allowed. Do not wet concrete masonry units. Cleaning Reinforcing: Before placing, remove loose rust, ice and other coatings from reinforcing. Thickness: Build walls to the full thickness shown. Build single-wythe walls to the actual thickness of the masonry units, using units of nominal thickness indicated. Cut masonry units using motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining work. Use full-size units without cutting where possible. Use dry cutting saws to cut concrete masonry units. Fro2.en Materials and Work: Do not use frozen materials or materials 898-98 UNIT MASONRY 04200 - 4 UNIT MASONRY,. CONT t -- mixed or coated with ice or frost. For masonry which is specified to be t wetted, comply with the Brick Institute of America recommendations. Do not build on frozen work. Remove and replace masonry work damaged by frost or freezing. CONSTRUCTTON TOLERANCES '~ Variation from Plumb: For vertical lines and surfaces of columns, walls and arises do not exceed 1/4" in 10', or 3/8" in a story height not to exceed 20' nor 1/2" in 40' or more. For external corners, expansion joints, control joints and, other conspicuous lines, do not exceed 1/4" in any story or 20' maximum, not 1/2" in 40' or more. Variation from L, v.1: For lines of exposed lintels, sills, parapets, horizontal grooves and other conspicuous lines, do not exceed 1/4" in any bay or 20' maximum, nor 3/4" in 40' or more. Variation of Linear Building Line: For positions shown in plan and related portion of columns, walls and partitions, do not exceed 1/4" in any bay or 20' maximum, nor 3/4" in 40' or more. Vari_ ion in Mortar Joint Th; knpss Do not exceed bed joint thickness indicated by more than plus or minus 1/8", with a maximum thickness limited to 1/2". Do not exceed head joint thickness indicated by more than plus or minus 1/8". Layout walls s in advance for accurate spacing of surface bond pat- terns, with uniform joint widths and to properly locate openings, movement -type joints, returns and offsets. Avoid the use of less- than -half size units at corners, jambs and wherever possible at other locations. Lay-up walls s plumb and true and with courses level, accurately spaced and coordinated with other work. MORTAR BEDDING AND JOINTING Use Type N mortar for exterior above grade non-loadbearing walls and parapet walls. teType s at exterior below grade applications. Measure and batch materials either by volume or weight, such that the required proportions for mortar can be accurately controlled and maintained. Measurement of sand exclusively by shovel will not be permitted. Mix mortar ingredients for a minimum of 5 minutes in a mechanical batch mixer. Use water clean and free of deleterious materials which would impair the work. Do not use mortar which has begun to set, or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar '~ during 2-1/2 hr. period as required to restore workability. r 898-98 UNIT MASONRY 04200 - 5 Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells; also bed webs in mortar in starting course of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled with concrete or grout. For. starting courses on footings where cells are not grouted, spread out full mortar bed including areas under cells. Joints: Maintain joint widths shown, except for minor variations required to maintain bond alignment. If not otherwise indicated, lay walls with 3/8" joints. Cut joints flush for masonry walls which are to be concealed or to be covered by other materials. Tool exposed joints slightly concave. Rake out mortar in preparation for application of caulking or sealants where shown. Remove masonry units disturbed after laying; clean and relay in fresh mortar. Do not pound corners at jambs to fit stretcher units which have been set in position. If adjustments are required, remove units, clean off mortar, and reset in fresh mortar. Provide continuous horizontal joint reinforcing as shown and specified. Fully embed longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on exterior side of walls and 1/2" at other .� locations. Lap reinforcement a minimum of 6" at ends of units. -Provide continuity at corners by use of prefabricated "L" sections. Cut and bend units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures and other special conditions. Space continuous horizontal reinforcing as follows: For single-wvthe walls, space reinforcing at 16" o.c. vertically, unless otherwise indicated. Reinforce masonry openings greater than 1' -0" wide, with horizontal joint reinforcing placed in two horizontal joints approximately 8" apart, both immediately above lintel. Extend reinforcing a minimum of 2'-0" beyond jambs of the opening, bridging control joints where provided. Provide anchor devices of type indicated. Anchor single wvthe concrete masonry units to existing nnn_re P with galvanized steel rods or bolts extending 6" into masonry joint and 2" into concrete. Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damaged, due to selective demolition or remodeling or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in fresh mortar or grout, pointed to eliminate evidence of replacement. Poin.ina: During the tooling of joints, enlarge any voids or holes, 898-98 UNIT MASONRY 04200 - 6 r f F except weepholes, and completely fill with mortar. Point -up all joints at corners, openings and adjacent work to provide a neat, uniform appearance, properly prepared for application of caulking or sealant compounds. Final leaning: After mortar is thoroughly set and cured, clean masonry as follows: Remove large mortar particles by hand with wooden paddles and non-metallic scrape hoes or chisels. Test cl an;ng_methods on sample wall panel; leave 1/2 panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. Protect adjacent masonry and non -masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film or waterproof masking tape. ,Saturate wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. UqP b k _t and brush hand cl . _ni g method described in BIA "Technical Note No. 20 Revised" to clean brick masonry made from clay or shale. Acidic cleaner; apply in compliance with directions of cleaner manufacturer. Protection: Provide final protection and maintain conditions in a manner acceptable to Installer, which ensures unit masonry work being without damage and deterioration at time of substantial completion. 898-98 UNIT MASONRY 04200 - 7 P" SRrTTON 08110 - STFRL DOORS AND FRAMES PART 1 - GENERAL 7 RELATED DOCUMENTS t Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. This Sec ion includes steel doors and frames. PON Doors: Flush or composite construction standard steel doors for exterior locations in existing reworked frames. Verify exact sizes. As,semhlies: Provide standard steel door and frame assemblies as required for the following: Provide factory primed doors to be field painted. Related Sections: The following Sections contain requirements that relate to this Section: Division 9 Section "Painting" for field painting primed doors and frames. General: Submit each item.in this Article according to the Conditions of the Contract and Division 1 Specification Sections. Product Data for each type of door and frame specified, including details r" of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes. Shop Drawings showing fabrication and installation of standard steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of door and frame hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings. Qj A .TTV ASSURANCE j Provide doors and frames complying with ANSI/SDI 100 "Recommended Specifications for Standard Steel Doors and Frames" and as specified. Deliver doors and f mes cardboard -wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory -finished doors and frames. Inspect doors and frames on delivery for damage. Minor damages may be r repaired provided refinished items match new work and are acceptable to Architect; otherwise, remove and replace damaged items as directed. r 898-98 STEEL DOORS AND FRAMES 08110 - 1 Drawings are based on: Republic DM 416. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Ceco Door Products. Fenestra Corp. Republic Builders Products. Steelcraft. Cold -Rolled Steel Sheets: Carbon steel complying with ASTM A 366 (ASTM A 366M), commercial quality, or ASTM A 620 (ASTM A 620M), drawing quality, special killed. - Galvanized Steel Sheets: Zinc -coated carbon steel complying with ASTM A 526 (ASTM A 526M), commercial quality, or ASTM A 642 (ASTM A 642M), drawing quality, hot -dip galvanized according to ASTM A 525, with A 60 or G 60 (ASTM A 525M, with Z 180 or ZF 180) coating designation, mill -- phosphatized. Supports and Anchors: Fabricated from not less than 0.0478-inch- (1.2 mm) thick steel sheet; 0.0516-inch- (1.3 mm) thick galvanized steel where used with galvanized steel frames. Inserts, "Bolts, and Fasteners: Manufacturer's standard units. -Where items are to be built into exterior walls, hot -dip galvanize complying with ASTM A 153, Class C or D as applicable. Shop Applied Paint: Apply after fabrication. Primer: Rust -inhibitive enamel or paint, either air -drying or baking, suitable as a base for specified finish paints complying with ANSI A224.1, "Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames." Steel Doors: Provide 1-3/4-inch- (44 mm) thick 16 gage doors of materials and ANSI/SDI 100 grades and models specified below, or. as indicated on Drawings or schedules: Provide metal doors of SDI grades and models specified beloworas indicated on drawings or schedules Exterior Doors: ANSI/SDI-100, Grade III, extra heavy-duty, Model 4, minimum 1,6-gage galvanized steel faces. 898-98 STEEL DOORS AND FRAMES 08110 - 2 r" ST .ET, DOORS AND FRAMES, CONT s FRAMES t Fill and Grind smooth plates at removed hinges. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defect's, warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assemble at Project site. Comply with ANSI/SDI 100 requirements.. Tnternal Construction: The following manufacturer's standard core materials according to SDI standards: Resin -impregnated paper honeycomb at flush doors. Clearances: Not more than 1/8 inch (3.2 mm) at jambs and heads, except not more than 1/4 inch (6.4 mm) between non -fire -rated pairs of doors. Not more than 3/4 inch 19 mm) at bottom. Fire Doors: Provide clearances according to NFPA 80. Fabricate doors to be mortised and reinforced with full height with minimum 11-gage steel lock edge channel welded at a maximum of 5" o.c. r' Provide continuous top and bottom 16-gage steel channels welded at a maximum of 2-1/2" o.c. Lock edge shall have a continuous welded and planished seam at panel joint. Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and Frames." Fabricate frames concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot -rolled steel sheet. Galvanized Steel Doors, Panels, and Frames: For the following locations, fabricate doors, panels, and frames from galvanized steel sheet according to SDI 112. Close top and bottom edges of doors f lush as an integral part of door construction or by addition of minimum 0.0635 inch (1.6 mm) thick galvanized steel channels, with channel webs placed even with top and bottom edges. Seal joints in top edges of doors against water penetration. At exterior locations. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. Hardware Preparation Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements of SDI 107 and ANSI A115 Series specifications for door and frame preparation for hardware. i Door Hinge reinforcement shall have a minimum of 3/16" total thickness. 898-98 STEEL DOORS AND FRAMES 08110 - 3 Reinforcement for closers shall be a minimum of 12-gage steel. FINISHES, GENERAL Comply with NAAMM's "Metal Finishes Manual" for recommendations relative to applying and designating finishes. Comply with SSPC-PA 1, "Paint Application Specification No. 1," for steel sheet.finishes. Apply primers to doors and frames after fabrication. Shop Painting: Clean, treat, and paint exposed surfaces of steel door and frame units, including galvanized surfaces. Clean steal surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. Apply shop coat. of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. Surface Preparation: Clean surfaces with nonpetroleum solvent so that surfaces are free of oil or other contaminants. After cleaning, apply a ~� conversion coating of the type suited to the organic coating applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A 780. Factory priming for Field -Painted Finish: Where field painting after. installation is indicated, apply air-dried primer specified below immediately after cleaning and pretreatment. -` Shop Primer: Zinc -dust, zinc -oxide primer paint complying with performance requirements of FS TT-P-614, Type II. Surface Preparation: Solvent -clean surfaces to comply with SSPC-SP 1 to remove dirt, oil, grease, and other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel to comply with SSPC-SP 5 (White Metal Blast Cleaning) or SSPC-SP 8 (Pickling). Pretreatment: Immediately after surface preparation, apply a conversion coating of type suited to organic coating applied over it. Factory Priming for Field -Painted Finish: Apply shop primer that complies with ANSI A224.1 acceptance criteria, iscompatiblewith finish paint systems indicated, and has capability to provide a sound foundation for field -applied topcoats. Apply primer immediately after surface preparation and pretreatment. — 898-98 STEEL DOORS AND FRAMES 08110 - 4 1�• iRIM ► 1 -13 OW ro, Installer must examine substrate and conditions under which steel doors and frames are to be installed and must notify Contractor in writing of any conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. INSTALLATION General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. Door Installation: Fit hollow -metal doors accurately in frames, within clearances specified in ANSI/SDI 100. ADJUSTING AND CLEANING Prime Coal Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air -drying primer. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. Final Adjustments: Check and readjust operating hardware items, leaving steel doors and frames undamaged and in complete and proper operating conditions. 898-98 STEEL DOORS AND FRAMES 08110 - 5 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. r This Section includes the following types of sectional overhead doors: p Doors with steel -framed steel panels. Tracks configured for the following lift types:. Standard. Remove existing doors and tracks and install new. Verify existing openings, sizes and conditions prior to bid. Operation Cycle: One complete cycle of a door begins with the door in closed position. The door is then moved to the open position and back to the closed position. PERFORMANCE REQUIREMENTS Structural Performance: Provide sectional overhead doors capable of withstanding the effects of gravity loads and the following loads and stresses without evidencing permanent deformation of door components: Wind Load: Uniform pressure (velocity pressure) of 20 lbf/sq. ft., acting inward and outward. Qperation-CycleRequirements: Design sectional overhead door components and operator to operate for not less than 10,000 cycles. ►� SUBMITTALS t Product Data: For each type and size of sectional overhead door and �,. accessory. Include details of construction relative to materials, dimensions of individual components, profiles, and finishes. Provide t rough -in diagrams, operating instructions, and maintenance information. Include the following: Setting drawings, templates, and installation instructions for built- in or embedded anchor devices. Shop Drawings: For special components and installations not dimensioned or detailed in manufacturer's data sheets. f 898-98 SECTIONAL OVERHEAD DOORS 08361 - 1 Installer Qualifications: Engage an experienced installer who is an authorized representative of the sectional overhead door manufacturer for both installation and maintenance of units required for this Project. PART 2 - PRODUCTS Drawings Are Based On: Overhead door #420 Manufacturer: Subject to compliance with requirements, provide products by one of the following: Clopay Building Products Co. Overhead Door Corporation. Raynor Garage Doors. Windsor Door; A United Dominion Company. Construct door sections from galvanized, structural -quality carbon -steel sheets complying with ASTM A 653 (ASTM A 653M), commercial quality, with a minimum yield strength of 33,000 psi (225 MPa) and a minimum G60 (Z180) zinc coating. -- Steel Sheet Thickness: 24 gage. Flat. Fabricate door panels from a single sheet to provide sections not more than 24 inches (600 mm) high and nominally 2 inches (50 mm) deep. Roll horizontal meeting edges to a continuous, interlocking, keyed, rabbeted, shiplap, or tongue -in -groove weathertight seal, with a reinforcing flange return. — Enclose open section with not less than 0.064 inch (1.6 mm) galvanized steel channel end stiles welded in place. Provide not less than 0.064 inch (1.6 mm) galvanized intermediate stiles, cut to door section profile, spaced at not more than 48 inches (1200 mm) o.c., and welded in place. Reinforce sections with continuous horizontal and diagonal reinforcement, as required to stiffen door and for wind loading. Provide galvanized steel bars, struts, trusses or strip steel, formed to depth and bolted or _ welded in place Provide reinforcement for hardware attachment. Fabricate sections so finished door assembly is rigid,and aligned, with tight hairline joints, and free of warp, twist, and deformation. Finish galvanized steel door sections_ as follows: General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 898-98 SECTIONAL OVERHEAD DOORS 08361 2 r s SECTTONAL OVERHEAD DOORS, CONT Surface Preparation: Clean galvanized surfaces with nonpetroleum solvent so surfaces are free of oil and surface contaminants. Apply manufacturer's standard primer and powder -coat -applied finish coats to interior and exterior door faces after forming, according to coating manufacturer's written instructions for application, thermosetting, and minimum dry film thickness. Color and Moss: : As indicated by manufacturer's color and gloss designations. Tracks: Provide manufacturer's standard, galvanized steel track system, sized for door size and weight, designed for lift type indicated and clearances shown, and complying with ASTM A 653 (ASTM A 653M), for r. minimum G60 (Z180) zinc coating. Provide complete track assembly ( including brackets, bracing, and reinforcement for rigid support of ball - bearing roller guides for required door type and size. Slot vertical sections of track at 2 inches (50 mm) o.c. for door -drop safety device. Slope tracks at proper angle from vertical or otherwise design to ensure tight closure at jambs when door unit is closed. Weld or bolt to track supports. Track Reinforcement and Supports: Provide galvanized steel track reinforcement and support members, complying with ASTM A 36 (ASTM A 36M) and ASTM A 123. Secure, reinforce, and support tracks as required for door size and weight to provide strength and rigidity without sag, sway, and vibration during opening and closing of doors. Support and attach tracks to opening jambs with continuous angle welded to tracks and attached to wall. Support horizontal (ceiling) tracks with continuous angle welded to track and supported by laterally braced attachments to overhead structural members at curve and end of tracks. Weatherseals: Provide replaceable, adjustable, continuous, compressible weather-stripping gaskets of flexible vinyl, rubber, or neoprene fitted to bottom and a top of overhead door. In addition, provide continuous flexible seals at door jambs for a weathertight installation. C,eneral: Provide heavy-duty, corrosion -resistant hardware, with hot -dip galvanized, stainless -steel, or other corrosion -resistant fasteners, to suit door type. in ges: Provide heavy-duty galvanized steel hinges, of not less than 0.0747 inch (1.9 mm) thick uncoated steel, at each end stile and at each intermediate stile, per manufacturer's written recommendations for door size. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. Use rivets or self -tapping fasteners where access to nuts is not possible. Provide double -end hinges, where required, for doors exceeding 16 feet (4.87 mm) in width, unless otherwise recommended by door manufacturer. 898-98 SECTIONAL OVERHEAD DOORS 08361 - 3 Rollers: Provide heavy-duty rollers, with steel ball bearings in case- hardened steel races, mounted with varying projections to suit slope of track. Extend roller shaft through both hinges where double hinges are diameter roller tires for 2-inch (50 mm) track, and as follows. Case-hardened steel tires. Push\Pull Handles: For push -up -operated or emergency -operated doors, provide galvanized steel lifting handles on each side of door.. Slide Bolt: Fabricate with side locking bolts to engage through slots in tracks for locking by padlock, located on single -jamb side, operable from inside only. Chain Lock Keeper: Suitable for padlock. Torsion prima: Operation by torsion -spring counterbalance mechanism consisting of adjustable -tension torsion springs, fabricated from oil - tempered -steel wire complying with ASTM A 229 (ASTM A 229M), Class II, mounted on a cross -header tube or steel shaft. Connect to door with galvanized aircraft -type lift cables with cable safety factor of at least 5 to 1. Provide springs calibrated for 10,000 cycles minimum. Cab Le Drums: Provide cast -aluminum or gray -iron casting cable drums grooved to receive cable. Mount counterbalance mechanism with manufacturer's standard ball -bearing brackets at each end of shaft. Provide 1 additional midpoint bracket for shafts up to 16 feet (4.87 m) long and 2 additional brackets at one-third points to support shafts more than 16 feet 4.87 m) long, unless closer spacing is recommended by door manufacturer. Provide a sp_r na bumper at each horizontal track to cushion door at end of opening operation. MANUAL DOOR OPERATOR Push-up Operation: Provide lift handles and pull rope for raising and lowering doors, operating with not more than 25-lbf (111-N) lift or pull. PART 3 - EXECUTTON Examine wall and overhead areas, including opening framing and blocking, with Installer present, for compliance with requirements for installation tolerances, clearances, and other conditions affecting performance of Work of this Section. Proceed with installation only after unsatisfactory conditions have been corrected. Install door, track, and operating equipment complete with 898-98 SECTIONAL OVERHEAD DOORS 08361 - 4 fill necessary hardware, jamb and head mold strips, anchors, inserts, hangers, i and equipment supports according to Shop Drawings, manufacturer's written instructions, and as specified. Fasten vertical track assembly to framing at not less than 24 inches (600 mm) o.c. Hang horizontal track from structural overhead framing with angle or channel hangers welded and bolt fastened in place. Provide sway bracing, diagonal bracing, and reinforcement as required for rigid installation of track and door -operating equipment. T,ubricate bearings and sluing parts; adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter. r-� Fft 898-98 SECTIONAL OVERHEAD DOORS 08361 - 5 ' 1 � 1 1• y ► Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to this Section. This Section includes surface preparation and field painting of the following: Exposed exterior items and surfaces. 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. Ito not paint prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. Libels: Do not paint over Underwriter's Laboratories, (UL) Factory Mutual (FM), or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. Product Data: For each paint system specified. Include block fillers and primers. Matprial List: Provide and inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. Manufacturer's Information: Provide manufacturer's technical r•, information, including label analysis and instructions for handling, storing, and applying each coating material proposed. for use. Certification by manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs). Q ual i f ir-ation Data: For firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience.. Include lists of completed projects and project names and addresses, names and addresses of architects and owners, and other information specified. I 898-98 PAINTING 09900 - 1 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. Source Limitations: Obtain block fillers, primers and undercoat materials for each coating system from the same manufacturer as the finish coats. DELIVERY, STORAGE, AND HANDLING Deliver materials als 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. VOC content. Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). -- Maintain containers used in storage in a clean condition, free of foreign materials and residue. Protect from freezing. Keep storage area neat and orderly. -Remove ..oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling , mixing, and application. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg C). Apply solvent -thinned faints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg C). -- Do not apply p_int in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces nor during sandstorms. Painting may continue during inclement weather if surfaces and 898-98 PAINTING 09900 - 2 PAINTING, CONT t areas to be painted are enclosed and heated within temperature limits t. 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. r� 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. e PART 2 - PRODUCTS Produc ts: Subject to compliance with requirements, provide one of the products 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: The Glidden Company (Glidden). Benjamin Moore and Co., (Moore). PPG Industries, Inc. (PPG). Pratt and Lambert (P & L). The Sherwin-Williams Company (S-W). Material Compatibility: Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. 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. Propri P _ary 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 r. of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. Colors: Match colors indicated by reference to manufacturer's color designations. F.xami_ne -,uhqtrqtes and rnnditinna. with the Applicator present, under which joint work -and painting will be performed for compliance with paint and finish application requirements. t Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. r 898-98 PAINTING 09900 - 3 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. Prior to application, notify the Architect of problems anticipated using the materials specified over substrates primed by others. 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. See Division 4 for masonry restoration and cleaning required prior to — painting. 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. Provide barrier coats over incompatible primers or remove and reprime . Notify Architect in writing of problems anticipated with using the specified finish -coat material with substrates primed by others. Cem.nti ion Materials: Prepare concrete, concrete masonry block, _ cement plaster, and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, and rinse; allowto dry and vacuum before painting. Ferrous Metals: clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other 898-98 PAINTING 09900 - 4 r. foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. (SSPC). Tough p bare areas and shop-anpli.d prime coAtq 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. GalvanizAd S urfac s: 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. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 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. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas as required to maintain the system integrity and provide desired protection. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. I, 898-98 PAINTING 09900 - 5 Finish exterior doors on tops, bottoms, and side edges same as exterior faces. Finish interior of wall and base cabinets and similar field -finished casework to match exterior. Sand lightly between each succeeding enamel or varnish coat. Schg-du 7 i ng a ' nt ' ng.: Apply f irst cleaned, pretreated, or otherwise practicable after preparation deterioration. coat to surfaces that have been prepared for painting as soon as and before subsequent surface The number of coats and film thickness -required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the manufacturers directions. Omit primer on metal surfaces that have been shop -primed and touch up painted. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, weld, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. Application Procedures: Apply paints and coatings by brush, roller, spray, 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. Rollers: Use rollers of carpet,- velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. Spray Equipment: Use airless spray equipment with orifice size as ' recommended :by the manufacturer for the material and texture required. 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. Rl ockFiller: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. Prim. .oats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required 898-98 PAINTING 09900 - 6 ZEN a \ 0 is a \ e ► it �. 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 r- burn through or other defects due to insufficient sealing. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide an opaque, smooth surface of uniform finish, color, appearance, r and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of laps, runs; cloudiness, color irregularity, runs, brush marks, orange peel, nail holes, or other surface imperfections. r Provide satin finish for final coats. stipple Rnamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, bands, irregularity in texture, skid marks, or other surface imperfections. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. "• FTNTsmTNG bF DRYWALL �.. General: Apply joint treatment at gypsum board joints (both directions); flanges of corner bead, edge trim, and control joints penetrations; fastener h ads, surfaces defects and elsewhere as required to prepare work for decoration. C Pr .fi 1 1 opt_joints and rounded or beveled edges, if any, using setting -type joint compound. r- C Apply joint tape at joints between gypsum boards, except where trim accessories are indicated. r" Finish interior gypsum wallboard by applying the following joint compounds in 3 coats (not including g prefill of openings in base), and sand between coats and after last coat: f Embedding and First Coat: Ready -mix drying -type all-purpose or taping compound. r. Full (Second) Coat: Ready -mix drying -type all-purpose or topping compound. Finissh _(Third)Coat: Ready -mix drying -type all purpose or topping compound. Parti 1 in shin: Omit third coat and sanding on concealed drywall construction which is indicated for drywall finishing or which requires finishing to achieve fire -resistance rating, sound rating or to act as air or smoke barrier. r'" CLEANING Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 898-98 PAINTING 09900 - 7 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. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective.wrappings provided by others for protection of their work after completion of painting operations. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. PAINTSCHEDULE EXTEETOR PAINT SYSTEMS Provide following paint systems for various substrates as indicated. — Ferrous Metal: (Lintels, doors and frames) 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. -- 898-98 PAINTING 09900 - 8 r { r F F SECTION 13122 - RETROFTT ROOFING SYSTEM PART 1 - ,F.NFRAL RELATRD DO . iMF.NTS Drawings and general provisions of the Supplementary Conditions and Division-1 work specified in this section. nESCRTPTTON OF WORK Contract, including General and Specification sections apply to Extent of retrofit roofing and framing work is shown on drawings. 'R' panel roofing. Insulation associated with roof and sidewall construction. Wall panels. Type is a gable framing with existing structure parallel to new retrofit roof slope. Manufacturer's standard components may be used, providing components, accessories, and complete structure conform to Architectural design appearance shown to specified requirements. Structural Framinal: Design structural members and exterior covering materials for applicable loads and combinations of loads in accordance with the Metal Building Manufacturer's Association's (MBMA) "Design Practices Manual". Strun.ural Steel_: For the design of structural steel members, comply with the requirements of the American Institute of Steel Construction's (AISC) "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" for design requirements and allowable stresses. Light Gage Steel_: For the design of light gage steel members, comply with the requirements of the American Iron and Steel Institute's (AISI) "Specification for the Design of Light Gage Cold Formed Steel Structural Members" and "Design of Light Gage Steel Diaphragms" for design requirements and allowable stresses. For welded connections, comply with the American Welding Society's (AWS ) "Standard Code for Arc and Gas Welding in Building Construction" for welding procedures. Roof, System: Shall be certified for UL Class 90 wind uplift rating. Design. Loads: The design criteria to be followed in the design of the structural system shall conform to the Uniform Building Code (1997 edition as adopted by the City of Lubbock, Lubbock, Texas). Basic design loads include dead load, live load, wind load and seismic 898-98 RETROFIT ROOFING SYSTEMS 13122 1 load. Auxiliary loads include dynamic live loads such as those generated by cranes and materials handling equipment. Collateral loads, include additional dead loads over and above the weight of the metal building system such as sprinkler systems and mechanical systems. Design each member to withstand stress resulting from combinations of loads that produce maximum percentage of actual to allowable stress in that member, as prescribed in MBMA "Recommended Design Practices Manual". Load;na: (Note: Code allowed live load reductions will not be allowed on roof structures.) Roof/Live - 20 lbs/sq.ft. Roof/Dead - as required for deck and insulation. Manufacturer's Qualifications: Provide retrofit roofing system as produced by a manufacturer with not less than 5 years successful experience in the fabrication of pre-engineered retrofit roofing of the type and quality required. — Fabrication .ri ria: Provide retrofit roofing as produced by a manufacturer who is regularly engaged in fabrication and erection.of roof structures of type and quality indicated. Design sizes of prefabricated components and necessary field connections required for erection to permit easy assembly. Clearly and legibly mark each piece and part of assembly to correspond with previously prepared erection drawings, diagrams, and instruction manuals. FWUNWvii�lWW" . Prod.- Data: Submit manufacturers product information, specifications and. installation instructions for roofing structure, components and accessories. -- Shon Drawings: Submit complete erection drawings showing roof framing, connections, gable details, transverse cross sections, covering and trim details, and accessory installation details to clearly indicate proper assembly of components. Certification: Submit written Certification prepared and signed by a '- Professional Engineer, registered to practice in the State of Texas, verifying that roofing retrofit design meets indicated loading requirements and codes of authorities having jurisdiction. Samples: Submit samples of the following: Architect's review will be for color and texture only. Compliance with other requirements is the responsibility of contractor. 898-98 RETROFIT ROOFING SYSTEMS 13122 - 2 12" long by actual width of roofing and siding panels, with required finishes. Fasteners for application of roofing and siding panels. Sealants and closures. Deliver and store components, sheets, panels, and other manufactured j` items so they will not be damaged or deformed. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight ventilated covering. Store metal sheets or panels so that t- water accumulations will drain freely. Do not store sheets or panels in i contact with other materials which might cause staining. WARRANTY GeneralWarranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. Special Warranty on Panels: Written warranty, executed by manufacturer agreeing to repair or replace roof and wall panels that fail in materials or workmanship within specified warranty period. Warranty Period: Three years from date of Substantial Completion. f_--TK±�a�3��i�c��'vb��iiloi:[yr�il•i�i:�'� MBCI - `NUROOF' with `R' panel roofing and siding. Available Manufacturers: Subject to compliance with specified requirements, other manufacturers offering retrofit roofing systems may be incorporated in the work with prior approval of the Architect. MRmbers Fabricated by Cold Forming: ASTM A 607, Grade 50. Galvanized Steel Sheet: ASTM A 446 with G 90 coating; "Class" to suit building manufacturer's standard. Paints: Shop Primer for Ferrous Metal Provide manufacturer's standard, fast -curing, lead-free, "universal" primer, selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint 898-98 RETROFIT ROOFING SYSTEMS 13122 - 3 systems indicated, and for capability'to provide a sound foundation for field -applied topcoats despite prolonged exposure. Comply with the performance requirements of FS TT-P-645. Framing: Channel and cee columns and roof zees, purlins, eave struts, flange and sag bracing; minimum 16 ga. rolled formed sections. Shop painted. Structural ag en rS : TEK fastener of number and size as required by the roofing manufacturer for design loads and connection details. Shop painted, except provide zinc- or cadmium -plated units when in direct contact with panels. Bracing: 2" x 24 gage strap V bracing with minimum two #12 x 1" TEK 2 fasteners at each end. Fabrication: Shop fabricate to the indicated size and section, complete with splice plates, bearing plates, and other plates as required for erection. Shoop Painting: Clean surfaces to be primed of loose mill scale, rust, dirt, oil, grease, and other matter precluding paint bond. Follow — procedures of SSPC-SP3 for power tool cleaning, SSPC-SP7 for brush-off blast cleaning, and SSPC-SP1 for solvent cleaning. Prime structural, sheet primary and secondary framing members with manufacturer's standard rust -inhibitive primer having over 50% rust -inhibitive pigment, such as red -lead mixed pigment alkyd varnish (FS TT-P-86, type II) or zinc chromate iron -oxide alkyd .(TT-P-636). general: Provide roofing and siding configuration as indicated. Provide expansion joints, ridge covers, accessories, factory formed of same siding. See drawings for extent. sheet formed to general profile or. flashings, closers, fillers, metal fascias, and other sheet metal material and finish as roofing and Lap --Seam Roof Panels ('R' Panel): Fabricate from metallic -coated steel sheets prefinished with coil coating, factory formed to provide 36-inch coverage, with raised trapezoidal major ribs at 12 inches o.c., and intermediate stiffening ribs symmetrically spaced between major ribs for _ full length of panel. Design panels for mechanical attachment to structure using exposed fasteners, lapping major ribs at panel edges. Aluminum -zinc Alloy-Coa ..d S P 1 Sheet (Ga1va1uma1 : ASTM A 792/A 792M, Class A250 coating Grade 40 (Class A2150 coating Grade 275); structural quality. Sheet Panel Fast Manufacturer's standard system of self -tapping screws, bolts, and nuts, self-locking rivets, self-locking bolts, end -welded studs, and other suitable fasteners designed to withstand design loads. 898-98 RETROFIT ROOFING SYSTEMS 13122 - 4 f RF.TROFTT ROOFING SYSTEM, CONT rProvide metal -backed neoprene wasters under heads of fasteners bearing on weather side panels. Use cadmium plated or stainless steel fasteners for exterior application. r Locate and space fastenings for true vertical and horizontal alignment. Use proper type fastening. tools to obtain controlled ' uniform compression for positive seal without rupture of neoprene washer. Provide fasteners with heads matching color of roofing or siding sheets by means of plastic caps or factory applied coating. Flexible loser. Strips: Close -cell, expanded cellular rubber, self -extinguishing, cut or premolded to match corrugation configuration of roofing and siding sheets. Provide where indicated and necessary to ensure weathertight construction. Ridge and Rak. Flashing: Provide manufacturer's standard panel closures and rake and ridge flashing to provide watertight installation at parapets and building offsets. Sealing: Tape: 100% solids, pressure sensitive grey polyisobutylene compound tape with release paper backing. Not less than 1/2" wide and 1/8" thick, nonsag, nontoxic, nonstaining and permanently elastic. Joint Sealant: One -part elastomeric; polyurethane, polysulfide, or silicon rubber as recommended by building manufacturer. SHEET METAL ACCESSORIES General: Unless otherwise indicated, provide coated steel accessories with coated steel roofing and siding; aluminum accessories with aluminum roofing and siding. TRANSLUCENT PANELS Class -Fiber Reinforced Roof Glazing Panels: Provide units complying with UL 90 requirements matching configuration of roofing system, not less than 8 oz. per sq. ft. with load carrying capacity equal to or exceeding roof panel. Type I, Standard Mastic: For sealing laps in plastic panels; non -staining saturated vinyl polymer as recommended by plastic glazing manufacturer. Color: White, unless otherwise indicated. si t-: 1'-0" x 10'-0" or accepted manufacturer's standard. Minimum Light Transmission: 51% 898-98 RETROFIT ROOFING_SYSTEMS 13122 - 5 Insulation: Not less than 0.5 lb. per cu. ft. density, 1-1/2" thick glass fiber blanket with U.L. flamespread classification of 25 or less. 2" wide continuous vapor -tight edge tabs. Vapor barrier, 4 mil white vinyl film. Location: On underside of roof sheets, extending across top flange of purlin members and at all walls extending across outside face of wall girts. Hold insulation taut and snug to panels by retainer strips. Retainer , rips: 26 ga. formed galvanized steel colored to match insulation facing. PART 3 - RXECUTTON ERECTION Framing: Install roof support zee members perpendicular to existing bar joists. Secure to bar joist top cord with two #14 fasteners. Weld roof support zee to top cord of bar joists at vertical ieg and joist intersection. Install retrofit columns from roof support zees to proper purlin height. Secure each joint with a minimum of two #12 x 1" TEK2 fasteners. Purlins Provide rake purlins and gable angles with tight fitting. closure channels and fascias. Secure purlins to structural framing and hold rigidly to a straight line by sag rods. Bracina: Provide diagonal strap bracing in both roof structure.and gable walls as required by the manufacturer. General: Arrange and nest sidelap joints so that prevailing winds blow over, not into, lapped joints. Lap ribbed fluted sheets one full rib corrugation. Apply panels and associated items for neat and weathertight enclosure. Avoid "panel creep" or application not true to line. Protect factory finishes from damage. Provide weather seal under ridge cap; flash and seal roof panel at eave and rake with rubber, neoprene, or other closures to exclude weather. Roof Sheets: Provide sealant tape at lapped joints of ribbed or fluted roof sheets, and between roof sheeting and protruding equipment, vents, and accessories. Apply sealant tape continuous to clean, dry surface of weather side of fastening on end laps and on sidelaps of corrugated or nesting type, ribbed or fluted panels and elsewhere to make weatherproof to driving. rains. Wall Sheets: Apply elastomeric sealant continuous between metal base channel (sill angle) and structure and elsewhere as necessary for waterproofing. Handle and apply sealant and back-up in accordance with sealant manufacturer's recommendations. 898-98 RETROFIT ROOFING SYSTEMS 13122 - 6 r' Align bottoms of wall panels and fasten panels with blind rivets, f. bolts, or self -tapping screws. Fasten flashings, trim round openings, etc., with self -tapping screws. r f Install screw fasteners with power tool having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw, or panels. Install screws in predrilled holes. Sheet Metal Accessories, Roof Curbs and Roof Jacks: Install gutters, downspouts, ventilators, louvers, and other accessories in accordance with manufacturer's recommendations for positive anchorage to building and weathertight mounting. Adjust operating mechanism for precise operation. Thermal Insulation: Install in accordance with manufacturer's published directions, performed concurrently with installation of roof panels. Install blankets straight and true in one-piece lengths and both sets of tabs sealed to provide a complete vapor barrier. Install retainer strips at each longitudinal joint straight and taut, nesting with roof or wall rib to hold insulation in place. Translucent Panels: Attach plastic panels to roofing system in accordance with manufacturer's instructions. Provide end laps of not less than 6" and side laps of not less than 1-1/2" corrugations for translucent roofing panels. Align horizontal laps with adjacent roofing and siding panels. Seal intermediate end laps and side laps of translucent panels with translucent mastic. Clean panels in accordance with manufacturer's instructions. 898-98 RETROFIT ROOFING SYSTEMS 13122 - 7 Imo■■ �� I■�. I��■■ ■��■� I I I ■