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Resolution - 2001-R0163 - Contract For Parks Department Storage Facility Roof - Hamilton Roofing Company - 06/14/2001
Resolution No. 2001-RO163 April 26, 2001 Item No. 40 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 per Bid #077 - OURS for a City of Lubbock Parks Department storage facility roof, by and between the City of Lubbock and Hamilton Roofing Company of Lubbock, Texas, and related Lubbock, Texas, and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 26th day of ALEX 'TY" COOKE, MAYOR PRO TEM ATTEST: Rebecca Garza, City Secretary APPROVED AS TO CONTENT: yu� � Victor Kilman1vurchasing Manager APPROVED AS TO FORM: William de Haas Contract Manager/Attorney gs/cdocs/Contract-Hamilton Roofing Co.res April 11, 2001 CITY OF LUBBOCK SPECIFICATIONS FOR CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS BID #077-01/RS SONO CHECK :ST RATING .-- I NSE IN TEXAS. iT� I3Y "" A City Of Planned Progress" CITY OF LUBBOCK Lubbock, Texas CITY OF LUBBOCK INVITATION TO BID FOR TITLE: CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS ADDRESS: 702 EAST BROADWAY LUBBOCK, TEXAS BID NUMBER: 077-01/RS PROJECT NUMBER: 90111.8302 CONTRACT PREPARED BY: PURCHASING DEPARTMENT s: Iwo 1. 2. 3. 4. r 5. 4 6. 7. 8. 9. 10 r-+ 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 NOTICE TO BIDDERS Fli NOTICE TO BIDDERS Oft BID #077-01/RS 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 29th day of March, 2001, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project with a budget amount of $50,000.00: "CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF 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. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, before the expiration of the date above first written. Bids are due at 2:00 o'clock p.m. on the 29th day of March, 2001, and the City of Lubbock City Council will consider the bids on the 12th day of April, 2001, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior. 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 fifteen (15) 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 non -mandatory pre-bid conference on 21st day of March, 2001 at 10:00 o'clock a.m., in the Purchasing Conference Room L04, Lubbock, Texas. Bidders may view the plans and specifications without charge at Lubbock City Hall, 1625 13`h Street, Lubbock, Texas, Purchasing Department, Room L-04. Plans and specifications may be obtained by the bidder fora $15.00 non-refundable charge per set. Plans and specifications may be obtained through Stiles, Wallace & Associates, 3307 Avenue X, Lubbock, Texas 79411, (806) 795-6431. Plans and specifications will be shipped at the bidder's expense. If bidder requires overnight or second day expedited method parcel shipment, the bidder will incur shipping charges and must furnish the name of the service to be used and the bidder's account number. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included ` in the contract documents on file in the office of the 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, 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 v. 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 OTF' LUBBOCK VICTOR KILMAN PURCHASING MANAGER GENERAL INSTRUCTIONS TO BIDDERS 9 GENERAL INSTRUCTIONS TO BIDDERS 00* 1 BID DELIVERY, TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 p.m. CST, the 29th day of March, 2001 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB #077-01/RS, CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: Victor Kilman, Purchasing Manager City of Lubbock 1625 13th Street, Room L-04 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing Department. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. ` 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE-BID MEETING 2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre-bid meeting will be held at 10:00 a.m., March 21st, 2001 in Purchasing Conference Room L04, Lubbock, Texas. All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre-bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre-bid meeting to bidders who do not attend the pre-bid meeting. 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by written bid addenda. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the event the Purchasing Department deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing Department. Such addendum issued by the Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will become part of the bid package having the same binding effect as provisions of the original bid. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing Department no later than five (5) days before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information k supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. ti 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to _ comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing Manager and a clarification obtained before the bids are received, and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 5 BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment, 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. 8 CONFLICT OF INTEREST 8.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 8.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. 2 9 CONTRACT DOCUMENTS 9.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 9.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 10 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 charge or forfeiture of deposit. The contract documents, maybe examined without charge as noted in the Notice to Bidders. 11 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 11.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Purchasing Manager if any language requirements etc or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. 11.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: RON SHUFFIELD, SENIOR BUYER City of Lubbock 162513 1h Street Lubbock, Texas 79401 Fax: (806) 775-2164 Email: RShuffield@mail.ci.lubbock.tx.us r* 12 TIME AND ORDER FOR COMPLETION 12.1 The construction covered by the contract documents shall be fully completed within ONE HUNDRED FIFTY (150) CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 12.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work �^^+ contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 13 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the +^ contract documents. 14 AFFIDAVITS OF BILLS PAID A„ 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 -.3 contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 15 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 3 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. 16 GUARANTEES 16.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship, Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 16.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 16.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 16.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 17 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. 18 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. 19 TEXAS STATE SALES TAX 19.1 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. 19.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 20 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 21 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. 22 EXPLOSIVES 22.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 22.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 22.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 23 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and +* telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 24 INSURANCE 24.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the p�*+ City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the ,�. operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 24.2 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 contractor's responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. 25 LABOR AND WORKING HOURS 25.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of 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: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 25.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 25.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 26 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, 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. 27 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or - decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 28 PREPARATION FOR BID 28.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. 28.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If tJ 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. 28.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 28.3.1 Bidder's name 28.3.2 Bid for (description of the project). 28.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 28.5 Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. 29 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. (j) 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. 30 QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The 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: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. 31 BID AWARD 31.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. The City of Lubbock reserves the right to accept the Base Bid and Bid Options in any order or I combination that serves its best interest. The low bid shall be determined on the price combination of the Total Base Bid and any accepted Bid Options. 31.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 31.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 31.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 31.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 31.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. 9 BID SUBMITTAL BID SUBMITTAL CLUMP SUM BID CONTRACT BATE: March 29, 2001 ow PROJECT NUMBER: #077-011RS -CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS Bid of H Construction Systems Inc dba Hamilton Roofing Co (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of a CITY OF LUBBOCK PARKS DEPARTMENT .J" LSTORAGE FACILITY ROOF RENOVATIONS 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 eA, 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. i MATERIALS: Thirty Thousand Dollars ($ 30}000.00 ) SERVICES: Thirty Four Thousand Dollars ($ 34,000.00) .. TOTAL BASE BID: Sixty Four Thousand Dollars ($ 64, 000.00 ) OPTION #1: Eliminate all exterior painting including painting as indicated in Section 01030-3.1A of the specifications. MATERIALS: Three Thousand Dollars ($ 3,000.00 ) SERVICES: Three Thousand Three Hundred Dollars ($ 3,300.00 ) Hundred H d Three reu .�, TOTAL BID OPTION #1: (DEDUCT) Six oll($ h, 300.00Dars ) OPTION #2: Eliminate the removal of exterior doors and fill with CMU as indicated in Section 011030-3.113 of the specifications. MATERIALS: One Thousand Four Hundred Dollars ($ 1,400.00 ) SERVICES: One Thousand Five Hundred Dollars ($ 10500.00 ) TOTAL BID OPTION #2: (DEDUCT) Two Thousand Nine Hundred ($ 2,900.00 ) Dollars �^ (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 150 (ONE HUNDRED FIFTY) consecutive - calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $0 (ZERO) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. 7 60 = Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. bidding. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. R -+x Enclosed with this bid is a Cashier's Check or Certified Check for n/a Dollars ($ n/a ) or a Bid Bond in the sum of Five Percent Dollars ($ 5% ), 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, insurance certificates, and the required bond (if any) with the Owner within fifteen (15) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. (Seal if Bidder is a Corporation) ATTE 00-K .0Z<4 ecretary Monte S Chi twood Bidder acknowledges receipt of the following addenda: Addenda No. Addenda No. ^^ Addenda No. Addenda No. F MMBE Firm: Date Date Date Date 2 Date: March 29, 2001 Authorized Signature Louis W Howell, II (Printed or Typed Name) H Construction Systems Inc dba Hamilton Roofing Company Conv PO Sox 2703 Address Lubbock Lubbock City, County Texas 79408-2703 State Zip Code Telephone: 806 - 763-9375 Fax: 806 744-0640 r� 2. 3. 4. 5. res 7. 7 8. 9. ,0. LIST OF SUBCONTRACTORS Minority Owned Yes No J.L. Elliott Construction Inc ❑ )Ck ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 I CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder And Attached to Bid Submittal I, the undersigned Bidder, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able to, within fifteen (15) days after being notified of such award by the City of Lubbock, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. .� r _ Louis W Howell, II I� Contractor (Signature5 Contractor (Print) .� H Construction Systems Inc CONTRACTOR'S FIRM NAME: dba Hamilton Roofing Company (Print or Type ) CONTRACTOR'S FIRM ADDRESS: PO Box 2703 ( 710 10th STreet ) Lubbock TX 79408-2703 (79401) !� Name of Agent/Broker: Max Ince Address of Agent/Broker: Ince Insurance Agency PO Box 64850 t ..� City/State/Zip: Lubbock TX 79464-4850 Agent/Broker Telehone Number: (806 797-4131 ' Date: March 29, 2001 NOTE TO CONTRACTOR If the time requirement specified above 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 #077-01/RS - CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS 4 I i s American Economy Insurance Company INDIANAPOLIS, INDIANA Bid Bond Know all Men by these Presents That we, H. Coilstructiou Systems,Iiic DSA Hamilton Roofiiag Compaiiy P.O. Box 2703 of Lubbock, Texas 79408 (hereinafter called the Principal), as Principal, and AMERICAN ECONOMY INSURANCE COMPANY (hereinafter called the Surety), as Surety, are held and firmly bound unto City of Lubbock 1625 13th Street, Lubbock, Texas (hereinafter called the Obligee) in the penal sum of Five percent of the maximum amount of bid. Dollars ($ 5% } for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for City of Lubbock Parks Department Storage Facility Roof Renovation NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and Sealed this 29th day of March XXR2001 H. Coiistructioii Systems, Inc. DBA Hamilton Roofing Company Principal By: L# v- P Witness Title AMERICAN ECONOMY INSURANCE COMPANY By Witn s Max L.__T11ce Attorney in Fact 39-1027 (10-89) r nAMERICAN STATES GENERAL POWER OF ATTORNEY IINSURANCE Aw.,U COLN NATION& CMi35R_An0N American Economy Insurance Company INDIANAPOLIS, INDIANA KNOW ALL MEN BY THESE PRESENTS, that American Economy Insurance Company, a Corporation duty organized and existing under the laws of the State of Indiana, and having its principal office in City of Indianapolis, Indiana, hath made, constituted and appointed, and does by these presents make, constitute and appoint ----------------- ------ MAX L. INCE OR SHIRLEY COUCH=-----=----------=------- a H Z� Of Lubbock and State of Texas . H its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and C" Y Z Z W deliver any and all bonds, recognizances, contracts of indemnity and other conditional or obligatory undertakings, provided, however, 0') W that the penal sum of any one such instrument executed hereunder shall not exceed � - I W H FIVE MILLION AND N0/100 ($5,000,000.00) DOLLARS---- � Cc Z and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the Pre sident, sealed with the common seal of the Corporation CO in and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s}in-Fact may do lie premises. This Power of Attorney is executed and may be by Article VI, 4:h. revoked pursuant to and by authority granted Section 7 of the By-Laws ofth American Economy Insurance Company, which reads � Z as follows: Q W "The Chairman, the President or any Vice -President (including any Executive Vice -President Senior Vice -President, Second Vice -President W W or Assistant Vice -President) shall have power, by and with the concurrence with any other ,of 66ir 6fthe Corporation, to appoint Attorneys-in4act W W as the business of the Corporation may require and to authorize any such personfToci e, on behalf of the Corporation, any bonds, Q0- recognizances, stipulations and undertakings, whether by way of surety or otherwise" IN WITNESS WHEREOF, American Economy Insurance Company has caused these pr`esenttsfo be signed by its Second Vice -President, attested by its 0 0 Assistant Vice -President and its corporate seal to be hereto affixed this 20th day of June m. A.D. 19 95 . AMERICAN ECONOMY INSURANCE-COMPANY W 1--U P_ W ZZ rr ATTEST: istant Vice -President Second Vice- esident �P`p, ECO� M _ t 2 (� H STATE OF INDIANA soy SS Q Z COUNTY OF MARION I`E `�� Cl)> " On this 20th day of Juni„ A A.D., 19 95 , before me personally came zO I— ZO _. Joseph 'F_1_,Heiuito me known, who u- U being by me duly sworn, acknowledged the execution al'the above mstrurli tt and did depose and say; that he is a Second Vice -President of >_ W American Economy Insurance Company; that he knows t' e 057--of sal�Corpot`ation;`that the seal affixed to the said instrument is such corporate W Z seal; that it was so affixed by authority of the Board of Dirgctors`pf said Corporation; and that he signed his name thereto under like authority. And said Z Q cc U Joseph F. Heim further said that he is acquaMeeid w th John J. Ro s i ch and knows him to be the +— Assistant Vice -President of said Corporation; and that he executed the above instrument. 0 H W IRITA BROWN, Notary P70,btic 40 Q Q My Commission Expi Pv pv LL " O f IVNota Public Resident o. arloh Comfy ry R _ mat STATE OF INDIANA 11•� W Z SS 3 COUNTY OF MARION 1DIANP Oa 1 1, John J. RosiCh the Assistant Vice -President of AMERICAN ECONOMYINSUT ANCE COMPaNY,�do hereby certify that 0 J the above and foregoing is a true and correct copy of a Power of Attorney, executed by said AMERICAN ECONOMY INSURANCE COMPANY, J Q which is still in force and effect Z This Certificate may be signed arid-sealed by facsimile under and by the authority of Article VI, Section 7 of the By-Laws of AMERICAN ECONOMY INSURANCE COMPANY which reds as follows: .. Q (Oj "All policies and other instruments of insurance issued by the Corporation shall be signed on behalf of the Corporation by the Chairman, N Q the president or any vice-president (including any Executive Vice -President, Senior Vice -President, Vice -President, Second Vice -President, O p or Assistant Vice -President) and the secretary, assistant secretary, or other officer, whose signatures, if the instrument is duly countersigned Z by an authorized representative of the Corporation, may be facsimilies. Such signatures and facsimiles thereof shall be authorized and �+.W binding upon the Corporation notwithstanding the fact that any such officer shall have ceased to be such officer at the time such policy — Ir or other instrument of insurance shall have been actually issued by the Corporation." = W In witness whereof, I have hereunto set my hand and affixed the seal of said Corporation, this 29th day of March 1- 1— A.D., NX2Q01 P ."N ECO c ,.. ..- JG �QNCE CO Assistant Vice -President THIS POWER OF ATTORNEY MUST CONTAIN A VALIDATING STATEMENT PRINTE0'IN TH`E1NA'RGIN HEREOF IN ._, RED INK, WITH A RED DIAGONAL IMPRINT'- AMERICAt�(ECONOMY'1NSURANCE - PRE'St=N IN QTS EN`fIFEI'Y'. "` 739-1459 IF YOU HAVE ANY OUESTIONS REGARDING THE VALIDITY OF THIS' POWER O'F ATTO it `EY" CALL 317-26 =6262 ' `" ` `' ;2-92) OR WRITE US AT P.O. BOX 1636, INDIANAPOLIS, IN'46206 1636"- P" IINO IHICK__L� BEST RATING LICENSE !N TEXAS DATE �" By �*� PAYMENT BOND 'NlVR@CA OTAT"' . American Economy Insurance Company E"A7pN�AL00gP0R4T10t'' INDIANAPOLIS, INDIANA BOND # 5973398 STATUTORY PAYMENT BOND Pursuant to Texas Government Code, Title 10, Chapter 2253, as amended by the Acts of State Legislature, 1993 H Systems, KNOW ALL MEN 8Y THESE PRESENTS, that �Construction Inc_ DBA Hamilton Roofing Company (hereinafter called the Principal), as principal. and AMERICAN ECONOMY INSURANCE COMPANY, a Corporation organized and existing under the laws of the State of Indiana licensed to do business in the State of Texas and admitted to write bonds, as surety, (hereinafter called the Surety), are held and firmly bound unto City of Lubbock 1625 13th Street, Lubbock, Texas Sixty Four Thousand and No/100ths************** (hereinafter called the Obligee) in the amount of e:e4c>c�c c**�F�:k**k*csc*sc**sc4sc�*sc�c�cx 9<'e�*'e�4icic e cY e9c c:4 c°e ***'e*:e*°ex�F:c*xx:c Dollars ($64,000.00) WHEREAS. the Principal has entered into a certain contract with the Obligee, dated the 26th day of April X 2001 for City of Lubbock Parks Department Storage Facility Roof Renovation which contract ,s 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 it the said Principal shall pay all claimants .•• supplying Iabor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be null and void: otherwise to remain in full force and effect. PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Texas Government Code, Title 10, Chapter 2253 and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations .� of said code to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this .., 26th day of aril NA 2001 H. Construction Systems, Inc. DBA PRINCIPAL: amiOn Ro fin Company — By — A D! , SEAL: SURETY: AMERICAtd C 'OMY INSURANCE COMPANY By: , �_ Max L. Ince A[tOrn4yin•FaCt 39-1806 PM (a-95) ® AMERICAN ES - ISTATNSURANCE American Economy Insurance Company A W ol LINCOLN NATIONAL CORPORATION INDIANAPOLIS, INDIANA BOND# 5973398 STATUTORY PERFORMANCE BOND Pursuant to Texas Government Code, Title 10, Chapter 2253, as amended by the Acts of State Legislature, 1993 KNOW ALL MEN BY THESE PRESENTS, that Hamilton Roofing Company H. Construction Systems, Inc. DBA (hereinafter called the Principal), as principal, and AMERICAN ECONOMY INSURANCE COMPANY, a Corporation organized and existing under the laws of the State of Indiana licensed to do business in the State of Texas and admitted to write bonds, as surety, (hereinafter called the Surety), are held and firmly bound unto City of Lubbock 1625 13th Street, Lubbock, Texas (hereinafter called the Obligee) in the amount of —Sixty Four Thousand and No/100ths****************** 64 000.00 Dollars ($ ) WHEREAS, the Principal has entered into a certain contract with the Obligee, dated the 26th day of April , 2001 ,for City of Lubbock Parks Department Storage Facility Roof Renovation which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Texas Government Code, Title 10, Chapter 2253 and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said code to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 26th day of April XYZ 2001 H. Construction Systems, Inc. DBA PRINCIPA Ham' ton Roofing Company By. SEAL: SURETY: AMERICA CONOMY INSURANCE COMPANY By: Max L. Ince Attorney -In -Fact PM 39-1807 (4-95) ... �nAMEi RICAN STATES GENERAL POWER OF ATTORNEY !INSURANCE .0UNCOWNATIO44WR06FTION - American Economy Insurance Company INDIANAPOLIS, INDIANA .. U OW Z tr Q H Y *"^ Z W 0 Cn WOC _~ Z crZ Q W W in a- W °- Cr a I— F- 00 ZZ .- C/) (Q 01 0W r-» W Q W =) Z<Z C/) C/) =i0 LL0 U W W Z M U 0 Fr H W < Q W �-- O 1 W Z Oa � J J Q j CERTIFICATE OF INSURANCE DATE (MM/DD/YY) -ACORDT, CERTIFICATE OF LIABILITY INSURANCE 05/29/2001 DDUCER (806) 797-4131 FAX (806) 793-1629 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Ince Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 0. Box 64850 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .ubbock, TX 79464 INSURERS AFFORDING COVERAGE MURED H. Construction Systems, Inc. INSURERA: Bituminous Insurance Companies Hamilton Roofing Co & Hamilton Acoustical Co INSURER B: TX Workers Comp Fund P.O. BOX 2703 INSURER C: Lubbock, TX 79408-2703 INSURER D: INSURER E: I V erwuaa THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ,�ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TR TYPE OF INSURANCE POLICY NUMBER DAIS MMND VE POLICY MM EXPIRATION LIMITS .�.. GENERAL LIABILITY CLP3101012 12/01/2000 12/01/2001 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one fire) $ 50,000 X COMMERCIAL GENERAL LIABILITY CLAIMS MADE M OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 2,000,000 A •w.e GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 P0LICYE-J SER LOC AUTOMOBILE LIABILITY X ANY AUTO CAP3101013 12/01/2000 12/01/2001 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY CUP2527174 12/01/2000 12/01/2001 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ X OCCUR F1 CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND TSFOOlOS88202 12/01/2000 12/01/2001 TORY LIMITS ER E.L. EACH ACCIDENT $ 500,000 EMPLOYERS' LIABILITY g E.L. DISEASE - EA EMPLOYEE $ SOO , 000 E.L. DISEASE - POLICY LIMIT $ 500,00 REO Physical Damage P307444S 12/01/2000 12/01/2001 Comprehensive 100DED Colllision - 500 DED DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Rob: City of Lubbock Parks Department Storage Facility Roof Renovation ity of Lubbock is additional insured for this job on general liability and auto. aiver of subrogation applies on general liability, auto and Workers compensation. L CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Lubbock 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Purchasing Dept. Tina BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY PO BOX 2000 OF ANY KIND UPON THE COMPANY, ITS AGENTOR REPRESENTATIVES. Lubbock, TX 79457 AUTHORIIiDREPRES ATIYE /6iW Max Ince , f1CORD 25S (7197) FAX: 775-2164 ©ACORD CORPORATION 1988 No Text ACOR ,. CERTIFICATE OF LIABILITY INSUIRANCE 05/29/2001 PRODUOM (806) 797-4131 FAX (806) 793-1629 Ince Insurance Agency, Inc. P. 0. Box 64850 Lubbock, TX 79464 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFER S NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CER"IFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVER,IGEAFFORDED BY THE POLICIES BELOW. INS JRERS AFFORDING COVERAGE ff=Rm H. Construction Systems, Inc. Hamilton Roofing Co & Hamilton Acoustical Co P.O. Box 2703 Lubbock, TX 79408-2703 INSURERA: Bituminous Insurance Companies INSURERS: TX Workers Comp Fund INSURER C. INSURER D. INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TH = POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO "HICK THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUM-OTTO ALL THE-'ERMS EXCLUSIONS AND CONDITIONS OF SUCH V POLICIES. AGGREGATE umrrs SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ILTR TYPE OF INSURANCE POLICY NUMBER DAA Moro NYE YI -712/01,'2001 nRATIO POLICY CATE Mh MINMN LIMITS GENERAL LIMILTTY LP3101012 12/01/2000 EACH occuRRENcE S 1, 000. 000 COMMERCIAL GENERAL LIABIUTY CLAIMS MADE a OCCUR FIRE DAMAGE (Any one firc) S 501000 MED EXP (Any one person) S 51000 A PERSONAL s ADV INJURY S 2,000,000 GENERALAGGREGATE s 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER; PRODUCTS . COMP/OP AGG s Z 000, 000 POLICY , E9 LOC AUTOMOBILE LIABILITY ANY AUTO P3101013 12/01/2000 12/01,7001 COMBINED SINGLE LIMIT $ (F' occfdentl 11000,000 BODILY INJURY $ (Per person) A ALL OWNED AUTOS SCHEDULEDAUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Persaddcnt) GARAGE LIABILITY AUTO ONLY- EA ACCIDENT S OTHERTHAN EA ACC S AUTO ONLY: AGG S ANYAUTO ECM LIABILITY X OCCUR a CLAIMS MADE CUP2527174 12/01/2000 12/01,'2001 EACH occuRRENCIr $ 110w,000 AGGREGATE S A $ S DEDUCTIBLE S L REYENTION s B WOPMRSCOMPENSATION AND FMPLOYER10 LIABILITY TSFOOIOSOSZ02 12/01/2000 12/01,'2001 ORYLIM ER E.L. EACH ACCIDENT S 51110,000 EL DISEASE - EA EMPLOYEEI S 500.000 E.L. DISEASE -POLICY LIMIT 1 $ 500,00 TKEPhysical Damage AutoI P3074445 12/01/2000 12/01,'2001 Comprehensive 100DED Colllision - 500 DED DESCRIPTION OF OPERATIONOCATIONSNEHICLESEKCLUSIONS ADDED BY ENDORSEMENTMPECIAL PROVISIONS ob.- City of Lubaock Parks Department Storage Facility Roof Renovatioll City of Lubbock is additional insured for this job on general liabilit-I and auto. 4aiver of subrogation applies on general liability. Fax #775-2164 7 CER'nFICATE HOLDER City of Lubbock Purchasing Dept. Tina I PO Box 2000 Lubbock, TX 79457 ACORD 25-S (7197) ADDITIONAL INSURED; INSURER LETTER: L41%W6CLLAIIVN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATETHERF OF.THE ISSUING COMPANY WILL ENDEAVORTO MAIL 10 DAYS WRITTEN ! ovenTo THE CERTIFICATE HOLDER NAMED To THE LEFT. BUT FAILURE TO MAIL SA CH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY IGND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHOInc REP��� 9'� Max Ince SACORD CORPORATION I r 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. r "' 3 CONTRACT r CONTRACT e STATE OF TEXAS r COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 26th day of April, 2001 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Hamilton Roofing Company of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. t 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 #077-01/RS - CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY ROOF RENOVATIONS - r- $64,000.00 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 contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. r„ ATTEST: CrN Secretary APPR VED S TO C NTENT: w R resentative APPROVED AS TO FORM: City Attorney �. ATTEST: Corp fate Secretary r� 1 CITY OF, OCK, EXAS { ER MAYOR CONTRACTOR: t C�n�sr2tc.c;�ov J /Ade, By: PRINTED NAME: LOU f,s IAt TITLE: Vrcfs- /R//Dfnt COMPLETE ADDRESS: Hamilton Roofing Company P.O. Box 2703 Lubbock, Texas 79408 GENERAL CONDITIONS OF THE AGREEMENT GENERAL CONDITIONS OF THE AGREEMENT 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. 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 HAMILTON ROOFING COMPANY 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 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 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 The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. 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 1 otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such — recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may -require minor miscellaneous work and adjustment; 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative 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. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be. necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and. shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's :Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall �- keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. 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 WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of r. w work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 3 r 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 that 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 Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, x` alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) Method (B) Method (C) By agreed unit prices; or By agreed lump sum; or 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 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." �.""° 5 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 oras to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C)(1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. — 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the — specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the ^ Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner, whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an -- Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, e�+ 28 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. 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 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 of Lubbock 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 Underground Damage Hazard Products & Completed Operations_ Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's and Contractor's Protective Liability Insurance. For bodily injuries, including accidental death and or property damage, $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, $500.000.00 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. The City is to be named as an additional insured on this policy for this specific job 7 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% 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 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. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as 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. 3. 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. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and r'.;. 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 =r Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for 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 9 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 r 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. (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; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; 10 ea+ r o - (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' 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 11 (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown _ on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that _ materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i) -(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, 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. 12 r 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 $0 (ZERO) 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. 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 13 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 extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, 14 9 against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising r 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 time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the 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. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT 15 The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. — 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (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. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the 16 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 r 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: r (a) (b) 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 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 would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the "' 17 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 machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR 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 18 i 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. r` 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 I 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. F: 19 t loft F" CURRENT WAGE DETERMINATIONS RE: RESOLUTION NO. 6262, ITEM NO. 39, APRIL 8, 1999 EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter Carpenter -Helper Cement Finisher Drywall Hanger Electrician Electrician -Helper Equipment Operator -Heavy Equipment Operator -Light Floor Installer Glazier Insulator-Piping/Boiler Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified 1 Hourly Rate 11.50 12.50 6.25 9.00 12.50 12.50 7.00 11.00 7.00 8.00 11.00 13.75 7.00 9.50 8.50 9.50 10.50 11.50 7.00 11.00 6.00 6.00 9.50 12.50 7.00 9.00 7.00 10.00 7.00 11.00 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 9.00 Asphalt Shoveler 6.00 Concrete Finisher 8.00 Concrete Finisher -Helper 7.00 Electrician 12.00 Flagger 6.00 Form Setter 7.00 Form Setter -Helper 6.25 Laborer -General 6.00 Laborer -Utility 6.75 Mechanic 8.00 Mechanic -Helper 7.00 Power Equipment Operators Asphalt Paving Machine 7.75 Bulldozer 8.00 Concrete Paving Machine 7.75 Front End Loader 7.25 Heavy Equipment Operator 8.00 Light Equipment Operator 7.25 Motor Grader Operator 9.50 Roller 6.75 Scraper 7.25 Tractor 7.25 Truck Driver -Light 6.50 Truck Driver -Heavy 7.00 2 EXHIBIT Prevailing Wage Rates �- Ovmrtime-` The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act EXHIBIT - Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required bythe fair Labor Standards Act. ' 3 No Text SPECIFICATIONS ROOF REPLACEMENT AND RENOVATIONS FOR THE CITY OF LUBBOCK PARKS DEPARTMENT STORAGE FACILITY 702 EAST BROADWAY FEBRUARY 2001 TECHNICAL SPECIFICATIONS INDEX ROOF REPLACEMENT AND RENOVATIONS FOR LUBBOCK PARKS & RECREATION STORAGE FACILITY 702 EAST BROADWAY, LUBBOCK, TEXAS INDEX Section Number Section Title Technical Specifications Index DIVISION 1 GENERAL REQUIREMENTS Section 01010 Special Conditions 01011 Statement of Certification 01030 Alternates 01050 Final Cleaning DIVISION 2 SITEWORK Section 02070 Roofing Demolition 02071 Selective Demolition DIVISION 3 CONCRETE - Omitted DIVISION 4 MASONRY Section 04200 Unit Masonry Repairs DIVISION 5 METALS Section 05500 Metal Fabrications DIVISION 6 WOOD AND PLASTICS Section 06100 Rough Carpentry DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07212 Roof Insulation 07520 Modified Bitumen Roofing 07600 Flashing And Sheet Metal 07900 Caulking And Sealants DIVISION 8 DOORS AND WINDOWS Section 08114 Steel Doors And Frames 08710 Finish Hardware DIVISION 9 FINISHES Section 09900 Painting DIVISION 10 SPECIALTIES - Omitted DIVISION 11 EQUIPMENT - Omitted Pages 1 5 1 2 2 4 4 4 4 3 4 6 3 2 4 4 7 gay t DIVISION 12 FURNISHINGS - Omitted R J, DIVISION 13 SPECIAL CONSTRUCTION - Omitted Arley `' r r z r� DIVISION 14 CONVEYING SYSTEMS - Omitted ' (� r: DIVISION 15 MECHANICAL - Omitted l DIVISION 16 ELECTRICAL - Omitted End of Index ` C. The Contractor shall supply all labor, materials, transportation, apparatus, o- light, energy, gy, scaffolding and tools necessary for the entire proper and substantial completion of the work and shall install, maintain and remove all equipment of construction and other utensils or things and be responsible for the safe, proper and lawful construction maintenance and use of same, and shall construct in the best and most workmanlike manner these improvements and everything properly incidental thereto, as shown on Drawings, stated in Specifications or reasonably implied therefrom or in accordance with the Contract Documents. D. The Work will be constructed under a single prime contract. 1.3 WORK SEQUENCE AND TIME OF COMPLETION A. Adherence to the Work Sequence and Time of Completion shall be a strict condition of this Contract. B. Work on all areas of the project shall begin with a "Notice To Proceed" issued by The City of Lubbock. 1. The time of completion for the total project shall be 150 consecutive calendar days as set forth in the "Notice To Proceed". 2. A "Certificate of Substantial Completion" shall be issued at the completion of the project. 1.4 WORK BY THE OWNER AND WORK UNDER OTHER CONTRACTS A. Separate Contracts: The Owner may award separate contracts for performance of certain construction operations at the site. Those operations will be conducted simultaneously with work under this Contract. B. Cooperate fully with separate contractors so that work under those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. e^+ 01010 - 1 ' r. SECTION 01010 - SPECIAL CONDITIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS ' A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. The Project consists of Roof Replacement and Renovations of and existing single story storage facility. 1. Project Location: 702 East Broadway, Lubbock, Texas 2. Owner: The City of Lubbock 3. Architect's Project Number: 00-028 B. Contract Documents were prepared for the Project by: 1. Stiles, Wallace & Associates e. 3307 Avenue X, Lubbock, Texas 79411 Voice (806) 795 - 6431 Fax (806) 797 - 1013 ` C. The Contractor shall supply all labor, materials, transportation, apparatus, o- light, energy, gy, scaffolding and tools necessary for the entire proper and substantial completion of the work and shall install, maintain and remove all equipment of construction and other utensils or things and be responsible for the safe, proper and lawful construction maintenance and use of same, and shall construct in the best and most workmanlike manner these improvements and everything properly incidental thereto, as shown on Drawings, stated in Specifications or reasonably implied therefrom or in accordance with the Contract Documents. D. The Work will be constructed under a single prime contract. 1.3 WORK SEQUENCE AND TIME OF COMPLETION A. Adherence to the Work Sequence and Time of Completion shall be a strict condition of this Contract. B. Work on all areas of the project shall begin with a "Notice To Proceed" issued by The City of Lubbock. 1. The time of completion for the total project shall be 150 consecutive calendar days as set forth in the "Notice To Proceed". 2. A "Certificate of Substantial Completion" shall be issued at the completion of the project. 1.4 WORK BY THE OWNER AND WORK UNDER OTHER CONTRACTS A. Separate Contracts: The Owner may award separate contracts for performance of certain construction operations at the site. Those operations will be conducted simultaneously with work under this Contract. B. Cooperate fully with separate contractors so that work under those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. e^+ 01010 - 1 1.5 CONTRACTOR USE OF PREMISES A. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated. 1. Owner Occupancy: Allow for Owner occupancy of building and adjacent lawn areas facilities. 2. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Owner, the Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. B. Existing Facilities: Protect existing buildings, streets, trees, etc. from damage throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the existing facilities and its occupants during the construction period. 1.6 OCCUPANCY REQUIREMENTS A. Owner Occupancy Requirements: The Owner will use the storage facility and adjacent lawn areas during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts and facilitate owner usage. Perform the Work so as not to interfere with the Owner's operations. B. Storage Facility: The roof and exterior of the building will be made available to the Contractor at all times for construction operations. 1.7 EXAMINATION OF SITE A. Bidders are required to visit the site (including roof and building) and compare the drawings and specifications with existing conditions, and inform themselves of all conditions which will affect this work. Failure of the successful bidder to do so will in no way relieve the bidder from the necessity of furnishing any materials, labor, or equipment, or performing any work that may be required to complete work in accordance with drawings and specifications, without additional cost to the Owner. 1.8 FIELD SUPERINTENDENT A. Laying Out Work: A competent superintendent initially approved by the Architect, shall be kept by the Contractor at the construction. site at all times and in continuous superintendence during the progress of the work, to receive instructions and to act for the Contractor in the accurate laying out and direction of all work. 1.9 NOTIFICATIONS A. The Contractor shall give the Architect verbal notification at least 48 hours prior to commencing any of the following: 1. Roofing Operations 2. Masonry Work 3. Painting 4. Testing various Utility Lines 1.10 CONSTRUCTION FENCES A. The Contractor shall construct and maintain protective temporary fences around areas of the project only as the Contractor deems necessary. However, at no time shall the facility be open or accessible to the public. B. Temporary fences shall be constructed of standard gauge chain link mesh. 01010 - 2 Fences shall be 6'-0" high, with steel or aluminum posts spaced as necessary to maintain fences in good repair. C. Upon completion of the project, the storage and access areas shall be restored to pre -construction condition. Grassed areas shall be fine graded to remove any evidence of vehicular traffic. Damaged irrigation components shall be restored to pre -construction conditions. 1.11 PROTECTION AND ACCESS A. The Contractor shall adequately protect the property and adjacent property at all times, and shall make good at his own expense any damage to such property arising out of any operation connected with his contract. B. The Contractor shall at all times protect the excavations, trenches, and/or the building from damage from rain water, spring water, ground water, backing up of drains or sewers, and all other water. He shall provide pumps and equipment and enclosures to provide this protection. C. The Contractor shall at all times provide protection against weather - rain, wind, storms, frost, or heat so as to maintain all work, materials, apparatus and fixtures from injury or damage. At the end of the day's work all new or old work likely to be damaged shall be protected. 1.12 REPAIR OF DAMAGE A. The Contractor shall be responsible for any loss or damage caused by him, his workmen, or his subcontractors to the work or materials, to tools, and equipment of one another, to adjacent property and persons, and shall make good any loss, damage or injury without cost to the Owner. 1.13 EXISTING UNDERGROUND UTILITIES A. Existing underground lines may occur in the site where the work is to be done. Such lines will be staked by the Contractor prior to start of the work. 1.14 COORDINATION A. All contractors and subcontractors on the project shall coordinate their work with each other, advising on work schedules, equipment locations, etc. B. Mechanical and Electrical subcontractors shall coordinate routes of piping, ductwork, etc., with each other prior to start of installation. 1.15 PERMITS AND LAWS A. The Contractor shall comply with all Federal, State and Municipal Laws, r". Codes and Ordinances applicable to the work of this contract, and he shall also comply with all regulations of the National Board of Fire Underwriters having jurisdiction, and he shall obtain and pay for all permits required in connection with the execution of his work. The Architect shall be ®" furnished with certified copies of these permits if requested. B. If the above Laws, Codes or Ordinances conflict with the Contract Documents, then the laws, codes or ordinances shall govern instead of the documents, except in such cases where the documents exceed them in quality of materials, or labor; then the documents shall be followed. 1.16 PROJECT MEETINGS A. Preconstruction Conference: Prior to the Contractor beginning work at the site, the Architect will hold a preconstruction conference at a time and place to be established by the Architect. B. Project Briefings: Each month, the Contractor shall brief the Owner and Architect on project progress during the preceding period. Any slippage in 01010 - 3 schedule shall be discussed during the briefings. 1. Briefings shall be held at a time and place established by the Architect. 1.17 TEMPORARY UTILITIES AND FACILITIES A. The Contractor will be allowed to use existing power and water available at the site for construction purposes without charge. The Contractor shall verify the location of such services and make all necessary payments, arrangements and connections for temporary utilities. B. The Contractor shall provide adequate temporary lighting as needed in the building for all trades. C. Job Office: Contractor shall maintain a job office and storage facilities as may be necessary for the proper execution of the work. D. Telephone: Contractor shall be responsible for his own telephone. The Contractor shall provide and pay for a telephone at the building site in order to expedite his work. Local telephone service shall be made available to all persons connected with the work. Use of Owner's telephone is prohibited. E. Toilets: The Contractor shall provide and maintain in good order temporary toilets on the site. Toilet shall be an approved chemical type. Toilets shall be completely enclosed and of neat appearance. Toilet locations shall be approved by the Architect. Use of Owner's toilets is prohibited. F. Temporary Heat and Ventilation: Provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation of materials, and to protect materials and finishes from damage due to temperature or humidity. G. Cover trenches and holes when not in use. Erect barriers at changes in plane steeper than 45 degrees and more than 3 feet in height. H. Provide facilities to exclude unauthorized visitors from the construction site. Provide personal safety equipment for authorized visitors. Provide temporary doors with locks where required. I. Provide and maintain warning lights and signs as necessary to prevent damage or injury. Keep warning lights burning from dusk to dawn. 1.18 TEMPORARY CONTROL OF WEEDS AND OTHER MATERIALS A. Weed Control: The Contractor shall keep the streets and construction area free of weeds. Weeds shall be kept to a height of no more than 12 inches to comply with the City Ordinances. 1.19 DISPOSAL OF WASTE MATERIALS A. The Contractor shall remove all combustible and non-combustible waste materials completely from the Owner's property and legally dispose of same. B. Burning of any materials will not be permitted within the boundaries of the Owner's property. 1.20 DAILY SITE CLEANUP ^ A. The Contractor shall, on a daily basis, have all loose, discarded, material debris and packaging materials picked up and placed in a proper trash receptacle for removal from the site. B. The interior space shall have all construction debris picked up and held in designated area so as not to interfere with daily work progress. 01010 - 4 1.21 FIRE PROTECTION DURING CONSTRUCTION A. The Contractor, subcontractors, and their personnel are required to be in compliance with the fire protection and prevention requirements of the Occupational Safety and health Act for Construction. Fire extinguishers a_ shall be available at all times while work is being performed. The number and type are to be as specified in Subpart F of OSHA. The Contractor is required to furnish his own extinguishers. B. Waste combustible materials shall not be allowed to accumulate at the work site and shall be removed from the site and disposed on a regular basis. 1.22 PROJECT IDENTIFICATION REQUIREMENT A. Signs: No signs or advertisements will be permitted without approval of the Pik Architect. 1.23 MATERIAL AND EQUIPMENT A. Storage And Protection: The Contractor shall carefully consider material storage, so as to avoid interference with other phases of construction. B. He shall so store, pile and arrange his materials that they will not be injured by the elements, by the progress of erection, by contact with the ground or from any other cause. He shall provide and do all covering necessary for this purpose and shall remove from the premises any damaged materials when so directed by the Architect. C. The Owner will designate an area immediately adjacent to the Building site k, for storage of materials. Storage area shall be fenced to keep unauthorized persons from having access to area. P, PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION END OF SECTION 01010 01010 - 5 i SECTION 01011 - STATEMENT OF CERTIFICATION STATEMENT OF CERTIFICATION Please be informed that the Texas Board of Architectural Examiners certificates that: Marvin Edward Stiles is Registered to practice as an Architect and Interior Designer in the State of Texas Architect Registration Number 5829; Expiration Date 07/31/01 Interior Designer Registration Number 7725; Expiration Date 12/01/01 Wesley Craig Wallace is Registered to practice as an Architect in the State of Texas Architect Registration Number 17012; Expiration Date 02/28/01 The Texas Board of Architectural Examiners has jurisdiction over the professional practice of Marvin Edward Stiles and Wesley Craig Wallace and any person or persons having any questions or requiring any information concerning the professional practice of said individuals may contact the Texas Board of Architectural Examiners at: TEXAS BOARD OF ARCHITECTURAL EXAMINERS P.O. BOX 12337 AUSTIN, TEXAS 78711-2337 Voice (512) 305-9000 Fax (512) 305-8900 sew SECTION 01030 - ALTERNATES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements governing Alternates. 1.3 DEFINITIONS A. Definition: An alternate is an amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully integrate that Work into the Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate. B. Notification: Immediately following the award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other Work of this Contract. D. Schedule: A "Schedule of Alternates" is included at the end of this Section. Specification Sections referenced in the Schedule contain requirements for materials necessary to achieve the Work described under each alternate. E. The Alternates will be considered by the Owner and may, or may not, be accepted. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 01030 - 1 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: The Bidder shall state on the Proposal form the lump sum amount to be DEDUCTED from the Base Bid if ALL work for the following items is DELETED as part of this contract: 1. All exterior painting including the painting of all new and existing exterior masonry surfaces, existing metal canopy, overhead doors and steel frames as indicated on the Drawings. 2. For clarification, the repairs to existing masonry units, the filling of cracks and the repointing of masonry joints shall not be deleted under this alternate. 3. For clarification, the painting of the new hollow metal door and frame marked No.l shall not be deleted under this alternate. B. Alternate No. 2: The Bidder shall state on the Proposal form the lump sum amount to be DEDUCTED from the Base Bid if ALL work for the following items is DELETED as part of this contract: 1. Removal of existing hollow metal door and frame (west side), metal sectional overhead door and steel frame (south side), metal double doors and aluminum frame (north side) and the related masonry work to fill voids in masonry walls as indicated on the drawings. 2. For clarification, the requirement to furnish and install the new hollow metal door and frame marked No.l on the drawings shall not be deleted under this alternate. END OF SECTION 01030 01030 - 2 SECTION 01050 - FINAL CLEANING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification sections, apply to this Section. 1.2 DESCRIPTION OF WORK .,, A. The Contractor shall use experienced workmen or professional cleaners for final cleaning. B. Upon completion of all work, and just before request for final inspection, the Contractor shall have all construction areas or spaces cleaned and in such condition that the Owner will have no further cleaning requirements. C. Special cleaning for specific units of work is specified in sections of Division 2 through Division 16. Comply with manufacturer's instructions for cleaning operations. s*� _ D. The following are examples, but not limitations of cleaning levels required: 1. Remove labels which are not required as permanent labels. ?- 2. Clean all exterior exposed solid and masonry surfaces, to a dirt -free condition, free of dust, stains, films and similar noticeable distracting substances. Clean new interior exposed masonry surfaces. PM a. Cleaning of existing interior masonry surfaces outside of new construction operations shall not be required. 3. Remove debris from roof, plenums and similar spaces. 4. Remove paint, mortar droppings and clean concrete floors in areas of new construction operations broom clean. a. Cleaning of existing interior floor areas outside of new k_ construction areas shall not be required. 1.3 SITE (YARDS AND GROUNDS) CLEANING: A. Sweep and remove stains from exterior walks, porches and paved areas. Also remove temporary tape, wrappings, coatings, labels, grease, dust, dirt, stains, fingerprints, and other foreign materials from exterior items and surfaces caused by new construction operations. B. Clean project site (lawns and grounds), including landscape development areas, of all debris and foreign substances. Rake grounds which are neither planted nor paved, to a smooth, even -textured surface. Remove excess fill and fine grade around all new site utility construction. Repair all areas damaged by vehicle traffic or other construction operations. 1.4 RUBBISH A. All debris, surplus material, and other items specified or indicated for removal and not claimed by the Owner as salvaged materials shall become property of the Contractor and shall be removed from the site and disposed of in a lawful manner. m 01050 - 1 PART 2 - PRODUCTS (Not Applicable) PART 3 —EXECUTION (Not Applicable) END OF SECTION 01050 01050 - 2 w-, SECTION 02070 - ROOFING DEMOLITION bw PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification sections, apply to this Section. 1.2 SUMMARY OF WORK A. This Section includes the following: 1. Removal of existing aggregate surfaced built-up roof and fiberboard insulation down to existing metal deck. a. Corings of existing roof by Owner's representatives indicate one (1) layer of built-up roof applied directly to 1/2 inch thick layer of fiberboard insulation on all areas of the roof. b. Approximate thickness of existing roofing materials (excluding aggregate) to be removed is 3/4 inch. C. Each bidder shall be permitted to make additional corings (and other tests) to verify the accuracy of the Drawings and existing conditions which will affect demolition operations. 2. Removal of all existing metal down spout leader heads, cant strips, vents, vent flashings, base flashings, fiber translucent roof panels and similar items which conflict with the application of new roofing system. 1.3 DEFINITIONS A. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property. B. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's property. Remove items indicated and protect against damage. Deliver salvaged items to Owner's designated storage area located on the site. C. Remove and Reinstall: Remove items where necessary to preform demolition operations. Store and protect against damage. Reinstall items in the same locations or in locations indicated. D. Existing to Remain: Existing construction items to be protected against damage and soiling during demolition operations. When indicated, items may require be raised and/or relocated during demolition operations and reinstalled in new or original locations. 1.4 MATERIALS OWNERSHIP r A. 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. B. Items indicated to remain the Owner's property. Carefully remove and salvage each item in a manner to prevent damage and deliver promptly to the Owner. 02070 - 1 1.5 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections, for information only, unless otherwise indicated. B. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by selective demolition operations. 1.6 QUALITY ASSURANCE A. Firm Qualifications: Engage an experienced firm that has successfully completed roofing demolition work similar to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before starting roofing demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 1.7 PROJECT CONDITIONS A. Owner will occupy all portions of the building. Conduct demolition operations so that Owner's operations will not be disrupted. Provide not less than 72 hours notice to Owner of activities that will affect Owner's operations. B. Owner assumes no responsibility for actual condition of roof areas to be removed. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Asbestos: The existing building has been inspected for materials containing asbestos. It is expected that asbestos will not be encountered during demolition operations on the existing roof. 1. If materials containing asbestos are discovered by the Contractor, the Contractor shall immediately notify the Architect. 2. It shall be the responsibility of the Owner to abate and remove any asbestos discovered on the premises. D. Storage of demolition materials on-site will not be permitted. 1.8 SCHEDULING A. Arrange roofing demolition operations so as not to interfere with Owner's on-site construction operations. PART 2 - PRODUCTS PART 3 - EXECUTION 3.1 EXAMINATION A. Survey existing conditions and correlate with requirements indicated to determine extent of demolition required. B. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged (if any). 02070 - 2 in- e..e 3.2 UTILITY SERVICES 4. A. Maintain and protect existing utilities against damage during roof removal operations. 1. Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by Owner and authorities having jurisdiction. 3.3 PREPARATION A. Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. B. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around selective demolition area. �^* 1. Provide temporary weather protection, during interval between demolition and removal of existing construction, on exterior surfaces to ensure that no water leakage or damage occurs to structure or interior areas. 2. Protect existing exterior walls and other existing finish work that is to remain during demolition operations. C. Where required, erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration into existing building. 1. Protect air -handling equipment. D. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before start of demolition. 3.4 ROOFING DEMOLITION A. Demolish and remove all existing layers of built-up roofing, insulation, m -w metal leader heads, flashings and other roofing components as indicated on the Drawings. Use methods required to complete Work within limitations of governing regulations and as recommended by roofing product manufacturers (if any). 1. Where required, 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. ++* 3.5 PATCHING AND REPAIRS A. Promptly patch and repair damaged surfaces caused to adjacent construction by roofing demolition operations. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished e■* materials to accumulate on-site. 02070 - 3 B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. END OF SECTION 02070 02070 - 4 SECTION 02071 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification sections, apply to this Section. 1.2 SUMMARY A. The extent of Selective Demolition is indicated on the Drawings. B. This Section includes demolition and removal of the following: 1. Selected hollow metal doors and frames, metal sectional overhead doors and steel frames and miscellaneous items as required to accommodate new construction. 2. Portions existing concrete ramps or steps which conflict with installation of new concrete masonry units in existing masonry openings. C. Related Sections: The following Sections contain requirements that relate to this Section: 1.4 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, O,„ 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. B. Items indicated to remain the Owner's property. Carefully remove and salvage each item in a manner to prevent damage and deliver promptly to the Owner. 1.5 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections, for information only, unless otherwise indicated. B. Photographs or videotape, sufficiently detailed, of existing conditions of PM 02071 - 1 1. Section 02070 - ROOFING DEMOLITION. 1.3 DEFINITIONS A. Remove: Remove and legally dispose of items except those indicated to be OWN reinstalled, salvaged, or to remain the Owner's property. B. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's property. Remove items indicated and protect against damage. Deliver salvaged items to Owner's designated storage area located on the site. C. 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. D. Existing to Remain: Protect construction indicated to remain against damage and during selective demolition. When permitted by the Architect, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations. 1.4 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, O,„ 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. B. Items indicated to remain the Owner's property. Carefully remove and salvage each item in a manner to prevent damage and deliver promptly to the Owner. 1.5 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections, for information only, unless otherwise indicated. B. Photographs or videotape, sufficiently detailed, of existing conditions of PM 02071 - 1 adjoining construction and site improvements that might be misconstrued as damage caused by selective demolition operations. 1.6 QUALITY ASSURANCE A. Demolition Firm Qualifications: Engage an experienced firm that has successfully completed selective demolition Work similar to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before starting selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 1.7 PROJECT CONDITIONS A. Owner will occupy portions of the building immediately adjacent to selective demolition area. Conduct selective demolition so that Owner's operations will not be disrupted. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Owner assumes no responsibility for actual condition of buildings to be selectively demolished. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Asbestos: It is not expected that asbestos will be encountered in the Work. If any materials suspected of containing asbestos are encountered, do not disturb the materials. Immediately notify the Architect and the Owner. 1. Asbestos will be removed by Owner before start of Work. D. Storage or sale of removed items or materials on-site will not be permitted. 1.8 SCHEDULING A. Arrange selective demolition schedule so as not to interfere with Owner's on-site operations. PART 2 - PRODUCTS 2.1 REPAIR MATERIALS A. Use repair materials identical to existing materials. 1. 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. 2. Use materials whose installed performance equals or surpasses that of existing materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. B. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. C. When unanticipated mechanical, electrical, or structural elements that conflict with the intended function or design are encountered, investigate and measure the nature and extent of the conflict. Promptly submit a written report to the Architect. 02071 - 2 F"Q 7 D. 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 or adjacent structures during selective demolition. 3.2 UTILITY SERVICES A. Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to governing authorities. a. Provide not less than 72 hours' notice to Owner if shutdown of service is required during changeover. B. Utility Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utility services. Do not start selective demolition work until utility disconnecting and sealing have been completed and verified in writing. 3.3 PREPARATION A. Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. B. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around selective demolition area. 1. Provide temporary weather protection, during interval between demolition and removal of existing construction, on exterior surfaces and new construction to ensure that no water leakage or damage occurs to structure or interior areas. 2. Protect walls, ceilings, floors, and other existing finish work that are to remain and are exposed during selective demolition operations. 3. Cover and protect furniture, furnishings, and equipment that have not been removed. 4. Protect air -handling equipment. C. Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent movement, settlement, or collapse of building to be selectively demolished. 1. Strengthen or add new supports when required during progress of selective demolition. D. 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. 3.4 SELECTIVE DEMOLITION A. 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: E_. 1. Neatly cut openings and holes plumb, square, and true to dimensions r•� 02071 - 3 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. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Dispose of demolished items and materials promptly. On-site storage or sale of removed items is prohibited. 4. Return elements of construction and surfaces to remain to condition existing before start of selective demolition operations. 3.5 PATCHING AND REPAIRS A. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. B. Patching is specified in Division 1 Section "Cutting and Patching." C. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. 1. Completely fill holes and depressions in existing masonry walls to remain with an approved masonry patching material, applied according to manufacturer's printed recommendations. D. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction to remain in a manner that eliminates evidence of patching and refinishing. E. Patch and repair floor and wall surfaces in the new space where demolished walls or partitions extend one finished area into another. Provide a flush and even surface of uniform color and appearance. 1. Closely match texture and finish of existing adjacent surface. 2. Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 3. Where patching smooth painted surfaces, extend final paint coat over entire unbroken surface containing the patch after the surface has received primer and second coat. 4. Inspect and test patched areas to demonstrate integrity of the installation, where feasible. F. Patch, repair, or rehang existing ceilings as necessary to provide an even - plane surface of uniform appearance. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. END OF SECTION 02071 02071 - 4 0" SECTION 04200 - UNIT MASONRY REPAIRS .,, PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Gray concrete unit masonry used in the repair of existing masonry walls where existing hollow metal doors and frames and sectional overhead doors and steel frames are indicated to be removed. 2. Repair or replacement of all loose or missing existing concrete masonry ,.� units in existing exterior masonry walls and parapets. 3. Filling or repair of all holes and cracks in existing exterior masonry walls as required to provide a watertight wall system, 4. Repointing of cracked, missing or spalding joints in existing masonry walls as required to provide a watertight wall system. .- B. Verification of extent of work: 1. It shall be the responsibility of the Contractor to examine each exterior masonry wall and determine the existing conditions and the extent of masonry repair work required to perform and complete the work items listed above. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 01030 Alternates. 2. Section 09900 Painting. 1.3 DELIVERY, STORAGE, AND HANDLING A. Store masonry units on elevated platforms, under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other causes. If units become wet, do not install until they are in an air-dried condition. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. PART 2 - PRODUCTS sem+ 2.1 CONCRETE MASONRY UNITS A. General: Provide shapes to match existing concrete masonry units. 1. Verify size with actual field measurements. B. Gray Concrete Masonry Units: ASTM C 90 and as follows: 1. Unit Compressive Strength: Provide units with minimum average net -area compressive strength indicated below: 04200 - 1 a. Not less than the unit compressive strengths required to produce concrete unit masonry construction of compressive strength indicated. 2. Weight Classification: Medium weight. 3. Aggregates: Do not use aggregates made from pumice, scoria, or tuff. 4. Provide Type I, moisture -controlled units. 5. Size: Manufactured to the actual dimensions indicated on Drawings within tolerances specified in the applicable referenced ASTM specification. 6. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. 2.2 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150, Type I. Provide natural color or white cement as required to produce mortar color indicated. B. Masonry Cement: ASTM C 91. 1. For pigmented mortars, use premixed, colored masonry cements of formulation required to produce color indicated, or if not indicated, as selected from manufacturer's standard formulations. Pigments shall not exceed 5 percent of masonry cement by weight for mineral oxides nor 1 percent for carbon black. 2. For colored -aggregate mortars, use masonry cement of natural color or white as required to produce mortar color indicated. C. Portland Cement -Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I and hydrated lime complying with ASTM C 207. 1. For pigmented mortars, use colored portland cement -lime mix of formulation required to produce color indicated, or if not indicated, as selected from manufacturer's standard formulations. Pigments shall not exceed 10 percent of portland cement by weight for mineral oxides nor 2 percent for carbon black. D. Aggregate for Mortar: ASTM C 144; except for joints less than 1/4 inch, use aggregate graded with 100 percent passing the No. 16 sieve. E. Aggregate for Grout: ASTM C 404. F. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortars. G. Ready -Mixed Mortar: Cementitious materials, water, and aggregate complying with requirements specified in this Article; combined with set -controlling admixtures to produce a ready -mixed mortar complying with ASTM C 1142. H. Water: Potable. 2.3 MASONRY CLEANERS A. Job -Mixed Detergent Solution: Solution of 1-�-cup dry measure tetrasodium polyphosphate and ;-i-cup dry measure laundry detergent dissolved in 1 gal. of water. 2.4 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air -entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. 2. Add cold -weather admixture (if used) at the same rate for all mortar, regardless of weather conditions, in order to ensure that mortar color 04200 - 2 F0 is consistent. B. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification, for types of mortar indicated below: 1. Limit cementitious materials in mortar for exterior use to portland cement and lime. �• 2. For masonry below grade and above grade, use type indicated below: a. Type: S. C. Grout for Unit Masonry: Comply with ASTM C 476. Use grout of consistency indicated or, if not otherwise indicated, of consistency (fine or coarse) at time of placement that will completely fill spaces intended to receive grout. e 1. Use fine grout in grout spaces less than 2 inches in horizontal dimension, unless otherwise indicated. 2. Use coarse grout in grout spaces 2 inches or more in least horizontal dimension, unless otherwise indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of unit masonry. Do not proceed with installation until unsatisfactory conditions have been corrected. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of unit masonry. B. Examine rough -in and built-in construction to verify actual locations of piping connections prior to installation. 3.2 INSTALLATION, GENERAL A. Thickness: Build cavity and composite walls and other masonry construction to the full thickness shown. Build single-wythe walls to the actual ° thickness of the masonry units, using units of thickness indicated. B. Cut masonry units with motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use full-size units without cutting, where possible. Allow units cut with water-cooled saws to dry before placing, unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. 3.3 MORTAR BEDDING AND JOINTING _ A. Lay hollow concrete masonry units as follows: 1. With full mortar coverage on horizontal and vertical face shells. 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under cells. 4. Maintain joint widths indicated, except for minor variations required to maintain bond alignment. If not indicated, lay walls with 3/8 -inch joints. B. Lay solid brick -size masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not furrow bed joints or slush head joints. 04200 - 3 1. At cavity walls, slope beds toward cavity to minimize mortar protrusions into cavity. As work progresses, trowel mortar fins protruding into cavity flat against cavity face of brick. C. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated. D. Cut joints flush for masonry walls that are to receive plaster or other direct -applied finishes (other than paint), unless otherwise indicated. 3.4 REPAIRING, POINTING, AND CLEANING A. Remove and replace masonry units that are loose, broken or otherwise damaged. Install new units to match adjoining units; install in fresh mortar or grout, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point -up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for application of sealants. C. In -Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears prior to tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3. Protect adjacent nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 4. Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. 5. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2 applicable to type of stain present on exposed surfaces. E. Protection: Provide final protection and maintain conditions that ensure unit masonry is without damage and deterioration at time of Substantial Completion. END OF SECTION 04200 04200 - 4 F0 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. Definition: Metal fabrications include items made from iron and steel shapes, plates, bars, strips, tubes, pipes and castings which are not a part of structural steel or other metal systems specified elsewhere. B. Extent of metal fabrications is indicated on drawings and includes the following: 1. Rough hardware. 2. Downspout boots. 3. Galvanized steel chain link security screens. 4. Miscellaneous framing, anchors and supports. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 07600 - Flashing And Sheet Metal. 1.3 QUALITY ASSURANCE A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. 1.4 SUBMITTALS A. Product Data: Submit manufacturer's specifications, anchor details and installation instructions for products used in miscellaneous metal fabrications, including paint products and grout. B. Shop Drawings: Submit shop drawings for fabrication and erection of miscellaneous metal fabrications. Include plans, elevations and details of sections and connections. Show anchorage and accessory items. Provide templates for anchor and bolt installation by others. PART 2 - PRODUCTS 2.1 FERROUS METALS A. Metal Surfaces, General: For fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. B. Steel Plates, Shapes and Bars: ASTM A 36. C. Steel Tubing: Cold formed, ASTM A 500; or hot rolled, ASTM A 501. D. Structural Steel Sheet: Hot -rolled, ASTM A 570; or cold -rolled ASTM A 611, Class 1; of grade required for design loading. E. Galvanized Structural Steel Sheet: ASTM A 446, of grade required for design loading. Coating designation as indicated, or if not indicated, G90. rte*, 05500 - 1 2.2 DOWNSPOUT BOOTS A. Downspout boots to be equal to, standard iron, Type DS8 Rectangular Boots as manufactured by McKinley Iron Works, Inc. 1. Size: 4" x 6" x 6'-0" long. 2. Field paint to match downspout. 2.3 GALVANIZED STEEL CHAIN LINK SECURITY SCREENS A. Provide fabric fabricated in one-piece widths as required to fit skylight openings. 1. Mesh Size: 1 3/4 inch mesh. 2. Wire Size: 0.120 inch diameter. B. Provide anchor straps at all edges as required to connect security screen to existing structure. 1. Verify existing conditions with field measurements. 2.4 FASTENERS A. General: Provide zinc -coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade and class required. B. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A. C. Lag Bolts: Square head type, FS FF -B-561. D. Machine Screws: Cadmium plated steel, FS FF -S-92. E. Wood Screws: Flat head carbon steel, FS FF -S-111. F. Plain Washers: Round, carbon steel, FS FF -W-92. G. Masonry Anchorage Devices: Expansion shields, FS FF -S-325. H. Toggle Bolts: Tumble -wing type, FS FF -B-588, type, class and style as required. I. Lock Washers: Helical spring type carbon steel, FS FF -W-84. 2.5 PAINT A. Shop Primer for Ferrous Metal: Manufacturer's or Fabricator's standard, fast -curing, lead-free, "universal" primer; selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated and for compatibility to provide a sound foundation for field -applied topcoats despite prolonged exposure; complying with performance requirements of FS TT -P-645. B. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in galvanized steel, complying with the Military Specifications MIL -P-21035 (Ships) or SSPC-Paint-20. 2.6 FABRICATION, GENERAL A. Workmanship: Use materials of size and thickness indicated or, if not indicated, as required to produce strength and durability in finished product for use intended. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of work. B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise indicated. Form bent -metal corners to smallest 05500 - 2 radius possible without causing grain separation or otherwise impairing work. C. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfaces. D. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat- head (countersunk) screws or bolts. E. Provide for anchorage of type indicated, coordinated with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use. F. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. G. Galvanizing: Provide a zinc coating for those items indicated or specified to be galvanized, as follows: 1. ASTM A 153 for galvanizing iron and steel hardware. 2. ASTM A 123 for galvanizing rolled, pressed and forged steel shapes, plates, bars and strip 1/8" thick and heavier. 3. ASTM A 386 for galvanizing assembled steel products. H. Fabricate joints which will be exposed to weather in a manner to exclude water or provide weep holes where water may accumulate. 2.7 SHOP PAINTING A. Apply shop primer to surfaces of metal fabrications except those which are galvanized or as indicated to be embedded in concrete or masonry, unless otherwise indicated, and in compliance with requirements of SSPC-PA1 "paint Application Specification No. 1" for shop painting. B. Surface Preparation: Prepare ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Exteriors (SSPC Zone 1B): SSPC-SP6 "Commercial Blast Cleaning". 2. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning". sem* 2.8 ROUGH HARDWARE A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division -6 sections. B. Fabricate items to sizes, shapes and dimensions required. Furnish malleable iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers. 2.9 MISCELLANEOUS FRAMING AND SUPPORTS: A. Provide miscellaneous steel framing and supports which are not a part of structural steel framework, as required to complete work. B. Fabricate miscellaneous units to sizes, shapes and profiles indicated or, if not indicated, of required dimensions to receive adjacent other work to be retained by framing. Except as otherwise indicated, fabricate from structural steel shapes, plates and steel bars, of welded construction using mitered joints for field connection. Cut, drill and tap units to receive hardware and similar items. 05500 - 3 C. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed. 1. Except as otherwise indicated, space anchors 24" o.c. and provide minimum anchor units of 1-1/4" x 1/4" x 8" steel straps. D. Galvanize miscellaneous frames and supports where indicated. 2.10 MISCELLANEOUS STEEL TRIM A. Provide shapes and sizes for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings and anchorages as required for coordination of assembly and installation with other work. PART 3 - EXECUTION 3.1 PREPARATION A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible. Do not delay job progress; allow for trimming and fitting where taking field measurements before fabrication might delay work. B. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages. 3.2 INSTALLATION A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction; including threaded fasteners for concrete and masonry inserts, toggle bolts, through -bolts, lag bolts, wood screws and other connectors as required. B. Cutting, Fitting and Placement: Perform cutting, drilling and fitting required for installation of miscellaneous metal fabrications. Set work accurately in location, alignment and elevation, plumb, level, true and free of rack, measured from established lines and levels. Provide temporary bracing or anchors in formwork for items which are to be built into concrete masonry or similar construction. C. Fit exposed connections accurately together to form tight hairline joints. Weld connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind exposed joints smooth and touch-up shop paint coat. Do not weld, cut or abrade the surfaces of exterior units which have been hot -dip galvanized after fabrication, and are intended for bolted or screwed field connections. D. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding, appearance and quality of welds made, and methods used in correcting welding work. 3.3 ADJUST AND CLEAN A. Touch -Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. For galvanized surfaces: Clean field welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A 780. END OF SECTION 05500 05500 - 4 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Treated wood coping members, grounds, nailers and blocking. 2. Miscellaneous framing and items for temporary closures, guards, runways and ladders. +*+ 1.3 DEFINITIONS A. Rough carpentry includes carpentry work not specified as part of other Sections and generally not exposed, unless otherwise specified. e 1.4 PROJECT CONDITIONS A. Coordination: Fit carpentry work to other work; scribe and cope as required e+�+ for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow attachment of other work. PART 2 - PRODUCTS 2.1 LUMBER, GENERAL A. Lumber Standards: Furnish lumber manufactured to comply with PS 20 ..� "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. v-� 2.2 WOOD PRESERVATIVE TREATMENT A. General: Where lumber is indicated or scheduled as "Treated Wood" or specified herein to be treated, comply with the applicable requirements of the American Wood Preservers Association (AWPA). Comply with AWPA C2 for lumber and AWPA C9 for plywood. Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. B. Pressure treat the following items with water -borne preservatives for above ground use: �.. 1. Wood copings, cants, framing members, plywood sheathing, nailers, curbs, equipment support bases, blocking, stripping and similar members in connection with roofing work. 2. Kiln -dry wood to a maximum moisture content of 15% after treatment with water -borne preservatives. C. Inspect each piece of treated lumber or plywood after drying and discard damaged or defective pieces. 2.3 MISCELLANEOUS LUMBER e6 A. General: Provide lumber as required for temporary support or attachment of construction items, barriers, closures and similar members. B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and rye 06100 - 1 into shapes shown. C. Moisture content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. D. Grade: "Standard" grade light -framing -size lumber of any species or board - size lumber as required. "No. 3 Common" or "Standard" grade boards per WCLIB or WWPA rules or "No. 2 Boards" per SPIB rules. E. Plywood: Treated APA C -C Plugged Exterior grade. 1. Minimum thickness to be 3/4". 2.4 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, use with exterior treated wood, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153. B. Nails, Wire, Brads, and Staples: FS FF -N-105. C. Power Driven Fasteners: National Evaluation Report NER-272. D. Wood Screws: ANSI B18.6.1. E. Lag Bolts: ANSI B18.2.1. (ANSI B18.2.3.8M) F. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4.6) ; with ASTM A 563 (ASTM A 563M) hex nuts and where indicated, flat washers. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in fabricating rough carpentry with minimum joints or optimum joint arrangement. B. Set rough carpentry to required levels and lines, with members plumb and true to line and cut and fitted. C. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. E. Countersink nail heads on exposed carpentry work and fill holes. F. Use common wire nails, unless otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. 3.2 WOOD COPINGS, GROUNDS, NAILERS, BLOCKING AND SLEEPERS A. Install wood copings, grounds, nailers, blocking, and sleepers where shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 06100 - 2 B. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. C. Install permanent grounds of dressed, preservative treated, key -bevelled lumber not less than 1-1/2 inches (38 mm) wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. END OF SECTION 06100 06100 - 3 r SECTION 07212 - ROOF INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. The extent of roof insulation work is shown on the Drawings and specified herein. B. The work includes the following: 1. Rigid polyisocyanurate insulation mechanically attached to existing steel roof deck. 2. Perlite recovery board insulation mopped to rigid insulation. 3. Tapered insulation boards (for crickets) and miscellaneous roofing materials. C. Furnish all incidentals necessary for the satisfactory completion of the work. 1.3 QUALITY ASSURANCE A. The roof insulation work shall be done by a single firm so that there will be undivided responsibility for the specified performance of all component parts specified in Sections 02070, 07212, 07520, 07600 and 07900. B. All work shall be installed in strict accordance with the manufacturer's directions for the indicated conditions. C. All materials, work and systems shall be in accordance with the requirements of the roofing system manufacturer to permit the issuance of the ten (10) year guarantee specified in Section 07520 "Modified Bitumen Roofing". D. Roofing insulation attachment shall meet the requirements of Factory Mutual I-90 standards. 1.4 SUBMITTALS A. Submit manufacturer's product specifications, installation instructions and general recommendations for the roofing insulation products required. Include data substantiating that the materials comply with specified requirements, including evidence of required "R" values. Indicate that the Installer has received a copy of the manufacturers instructions. B. Submit a sample section of all required roof insulation materials. C. Submit manufacturer's product specifications for mechanical fasteners including installation instructions and data substantiating that the fastener meets the requirements of this section. Submit manufacturer's specifications for each type of fastener required for each type of structural deck substrate encountered. 1.5 STORAGE A. Store insulation materials on wood pallets above the ground in a manner ,., which will ensure that there is no possibility of significant moisture penetration into the materials. Store in a dry, well ventilated, weathertight place. .A, 07212 - 1 B. Do not store roofing materials on the roof deck in concentrated areas which will impose excessive stress on the deck or structural members. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Atlas Energy Products. 2. Celotex. 3. GAF. 4. Manville. 5. NGR Barriers. 6. Schuller. 2.2 MATERIALS A. Asphalt Primer shall conform to ASTM D-41. B. Bitumen shall be airblown asphalt manufactured especially for roofing purposes complying with the current edition or latest revision of ASTM specification D-312, Steep Grade, Type III. C. Polyisocyanurate-foam Board Insulation shall be rigid boards of minimum 2.0-pcf density polyisocyanurate-based foam core, bonded to roofing felt facer sheets and complying ASTM C1289. Provide in 3 inch minimum thickness (R-20 minimum "R" value)or as indicated on the Drawings. Provide in manufacturer's standard sizes. D. Perlite Recovery Board (Insulation Overlay Board shall be rigid, noncombustible, perlite-fiber boards of 3/4 inch thickness, integrally skinned surfaces, complying with ASTM C 728. Provide manufacturer's standard sizes. E. Tapered Perlite Insulation shall be equal to "Fesco Board" manufactured by Manville and complying with ASTM C 728. Panels shall be tapered with 1/4" rise in 12" run as indicated on Drawings. Minimum thickness shall be 3/4" inch. F. Fasteners shall be appropriate for purpose intended and approved by both Factory Mutual and insulation manufacturer in lengths required for thickness of material. Meet U.L. 90 Wind Uplift requirements. PART 3 - EXECUTION 3.1 INSTALLATION OF ROOF INSULATION A. All roof insulation work shall be done in strict accordance with the instructions, layout and recommendations of the manufacturer. If printed instructions are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. B. Do not overload the building structure with the storage of materials or use of equipment on the deck. C. Do not proceed with the installation of insulation unless the materials, equipment and tradesmen required for the installation of the roofing insulation and membrane over the insulation are on the project site and ready to follow with this work immediately (same day) behind the work. Do not install any more insulation each day than can be covered with waterproof membrane by the end of that working day. D. Prepare the substrate so that it is dry, clean, relatively smooth and otherwise satisfactorily prepared to receive the roof insulation board. 07212 - 2 E. Where indicated on the Drawings or required by field conditions, mechanically fasten rigid insulation board to the metal deck in strict accordance with the manufacturer's instruction and recommendations. F. Install recovery board, fill insulation and tapered insulation in a full bed of hot asphalt in the areas and configurations shown on the Drawings to achieve the 1/4" inch per 12 inch slope. G. Apply insulation in a full bed of hot asphalt in the minimum rates to ensure solid bonding and in accordance with insulation manufacturer's instructions. Use no mechanical fasteners. H. At all multiple -layer applications, offset all joints of each layer a minimum of 6 inches from all joints of the preceding layer. I. Extend insulation full thickness over the entire surfaces to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. J. The long dimension of the insulation boards shall generally run perpendicular to the roof slope and the short joints shall be staggered. K. Mopping asphalt shall be heated to between 375 degrees and 425 degrees F. at the point of application (mop bucket, mechanical mopper or felt layer). Asphalt shall not be heated above 525 degrees F. nor held above 500 degrees F. for more than 4 hours. L. Each board of insulation shall be walked into place and shall be physically checked by workmen for proper adhesion. M. The insulation shall be butted together with no gaps greater than 1/4 inch. Gaps greater than 1/4 inch shall be filled with the same material. N. Form slight depressions at roof scuppers and roof drains with insulation approximately 1/2" less in thickness than for adjacent roof areas so that finished roofing will not be above adjoining areas. 0. The Contractor is cautioned that any insulation that becomes wet for any reason shall be rejected from the project site. The Contractor shall install temporary watercutoffs at the end of each day. Leakage at this point is the sole responsibility of the Contractor. Any material that becomes wet shall be removed and discarded, and shall be replaced. Water cutoffs shall be removed when work is resumed. 3.2 CRICKETS A. Install premanufactured crickets or tapered insulation crickets as shown on Drawings. B. Adhere crickets to substrate in a full mopping of hot steep asphalt. C. Cricket material shall have a 1/2 inch per 12 inch slope. 3.3 TEMPORARY WATER CUTOFFS A. The Contractor shall install temporary water cutoffs at the end of each day's work. B. The water cutoff shall consist of 1 ply of modified base ply installed in a mopping of hot asphalt extending onto the deck and insulation a minimum of 6 inches. C. When roofing work is resumed, the temporary water cutoff shall be removed r" cleanly from the insulation (top surface and vertical joint) and from the deck to ensure tight insulation joints and level insulation surfaces. D. Any in-place roof which becomes wet from the Contractor's failure to 07212 - 3 install a temporary water cutoff or a faulty temporary water cutoff installation shall be removed and replaced by the Contractor as directed by the Architect at no additional cost to the Owner. 3.4 CLEANING A. At completion of work under this Section, all rubbish accumulated by these operations shall be removed from the site. END OF SECTION 07212 07212 - 4 SECTION 07520 - MODIFIED BITUMEN ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 SUMMARY OF WORK A. The extent of modified bitumen roofing work is shown on the Drawings and specified herein. B. This Section includes the following: 1. Modified bitumen roofing system with mineral granule surfacing. 2. Roofing asphalt. 3. Associated flashing materials. 4. Miscellaneous items specified in this section. C. Related Sections: The following sections contain requirements that relate to this Section: 1. Section 02070 Roofing Demolition for removal of existing roof. 2. Section 06100 Rough Carpentry for treated wood members. 3. Section 07212 Roof Insulation for insulation system. 4. Section 07600 Flashing and Sheet Metal for metal copings, gutters, downspouts and counter flashings. 5. Section 07900 Caulking And Sealants. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: Obtain primary products, including each type of roofing sheet, bitumen, membrane flashings, and vapor retarder (if any), from a single manufacturer. Provide secondary products as recommended by manufacturer of primary products for use with roofing system specified. B. Installer Qualifications: Engage an experienced Installer (Roofer) who has a minimum of Five Years experience to perform the Work of this Section, who has specialized in installing roofing to that required for this Project and who is certified by the modified bituminous sheet roofing system manufacturer as qualified to install manufacturer's roofing materials. 1. Provide copy of certification to Architect before award of roofing work. 2. Installer's Field Supervision: Require Installer to maintain a full- time supervisor/ foreman on job site during times that modified bituminous sheet roofing work is in progress and who is experienced in installation of roofing systems similar to type and scope required for this Project. C. All work shall be installed in strict accordance with the manufacturer's directions for the indicated conditions. 1.4 REGULATORY REQUIREMENTS A. Provide Underwriters Laboratories, Inc. (UL) Class A Fire Hazard Classification. B. Provide Underwriters Laboratories, Inc. 90 Wind Uplift Rating. € 1.5 ROOFING SYSTEM PERFORMANCE REQUIREMENTS A. Roofing Systems shall be equal to TAMKO Asphalt Products modified bitumen 07520 - 1 system, with Versa -Base modified base sheet, Awaplan Premium FR membrane, equal to, Specification No.107FR. B. The following roofing systems are approved for the work of this section provided that all other conditions of this Section 07520, including the system warranty and membrane warranty specified in other portions of this Specification, are met and warranties issued: 1. GAF system with Ruberoid MB Plus FR membrane. 2. Manville system with DynaKap FR membrane. 3. Nord Bitumi system with Nord Flex FR membrane. 4. Performance Building Products system with Permax B -FR membrane. 5. Schuller system with GlasPly Premier membrane. 6. Siplast, Inc. system with Premium grade membrane. 7. The reinforcing mat in the modified bitumen membrane shall be partially or wholly constructed of polyester and shall weigh a minimum of 250 grams per square meter. 1.6 SUBMITTALS: A. Submit manufacturer's technical product data, installation instructions and recommendations for each type of roofing product required. Include data substantiating that materials comply with requirements. B. Submit manufacturer's certification indicating that bulk bituminous materials delivered to the project comply with the required standards. 1.7 WARRANTY A. Manufacturer's Warranty: At the completion of the project and prior to final payment, the Contractor shall furnish three (3) copies of the manufacturer's unlimited ten (10) year warrantee covering materials and workmanship for the roofing and base flashing systems, equal to that issued by TAMKO Asphalt Products. Warranty shall cover leaks which result from either material or workmanship defects, shall no be subject to a deductible, and shall not be prorated. Warranty coverage shall include repairs to the roofing system to a water tight condition. B. Product Warranty: Submit two (2) executed copies of 12 year product warranty for the modified membrane material from the roofing manufacturer. Warranty shall cover leaks which result from material defects, shall not be subject to a deductible, and shall contain no maximum penal sum. C. Installer Warranty: Submit two (2) executed copies of standard two-year workmanship warranty which will include all roofing membrane, membrane flashing, roof insulation, flashings and roofing accessories. 1.8 DELIVERY, STORAGE, AND HANDLING A. Store and handle roofing sheets in a dry, well -ventilated, weatherproof place to ensure no possibility of significant moisture pickup. Store rolls of felt and other sheet materials on end on pallets or other raised surface. B. Do not leave unused felts and other sheet materials on the roof overnight or when roofing work is not in progress unless protected from weather or other moisture sources. C. Handle and store materials or equipment in a manner to avoid significant or permanent deflection of deck. 1.9 PROJECT CONDITIONS A. Weather Condition Limitations: Proceed with roofing work only when existing and forecasted weather conditions will permit unit of Work to be installed - in accordance with manufacturers' recommendations and warranty requirements. 07520 - 2 i 1.10 SEQUENCING AND SCHEDULING A. Sequence installation of modified bituminous sheet roofing with related units of Work specified in other Sections to ensure that roof assemblies, including roof accessories, flashing, trim, and joint sealers, are protected against damage from effects of weather, corrosion, and adjacent construction activity. PART 2 - PRODUCTS 2.1 MATERIALS A. All materials shall be acceptable to the manufacturer of the roofing system installed. a. Equal to, TAMKO "Plastic Roofing Cement (No.881)", ASTM D-2822, FS SS -C-153, Type I. b. Equal to, TAMKO "Heavy Flashing Cement (No.885)11, ASTM D-2822, FS SS -C-153, Type I. C. Equal to, TAMKO "Wet or Dry Surface Plastic Roof Cement (No.889). 2. Asphalt Primer shall comply with ASTM D 41. 3. Fasteners, where required, shall be galvanized or non-ferrous type, size and design as required to suit application. 4. Preformed Cant shall be 4" x 4" with 45 degree angle molded asphalt impregnated organic fiber or fire resistant perlite. 5. Lead flashing, if any, shall be sheet lead weighting not less that 4 pounds per square foot. 6. Preformed penetration seals (curbs) shall be equal to ChemCurbs Penetration Seals by Chem Link, Inc. a. Provide standard curbs (color black)to fit job conditions or as indicated on the Drawings. b. Provide two part urethane pourable sealant as recommended by seals manufacturer. 7. Expansion joint covers, if any, shall be equal to Manville or Schuller, a 07520 - 3 B. Provide roofing materials which comply with the following general standards is or as recommended by the roofing system manufacturer. C. Roofing System Materials: 1. Bitumen shall be airblown asphalt manufactured especially for roofing purposes complying with the current edition or latest revision of ASTM Specification D 312, Steep Grade, Type III. 2. Modified Base Sheet shall be equal to TAMKO VERSA -BASE. 3. Modified Bitumen Membrane shall be equal to TAMKO AWAPLAN PREMIUM FR granule surfaced modified bitumen membrane, color shall be white. 4. Torch Applied Flashing Ply shall be equal to TAMKO AWAPLAN Heat Welding granule surfaced modified bitumen membrane, color shall be white. 5. Walkway Pads, if any, shall be equal to TAMKO AWAPLAN PREMIUM FR, white granule surface. D. Miscellaneous Materials: 1. Plastic Cement: a. Equal to, TAMKO "Plastic Roofing Cement (No.881)", ASTM D-2822, FS SS -C-153, Type I. b. Equal to, TAMKO "Heavy Flashing Cement (No.885)11, ASTM D-2822, FS SS -C-153, Type I. C. Equal to, TAMKO "Wet or Dry Surface Plastic Roof Cement (No.889). 2. Asphalt Primer shall comply with ASTM D 41. 3. Fasteners, where required, shall be galvanized or non-ferrous type, size and design as required to suit application. 4. Preformed Cant shall be 4" x 4" with 45 degree angle molded asphalt impregnated organic fiber or fire resistant perlite. 5. Lead flashing, if any, shall be sheet lead weighting not less that 4 pounds per square foot. 6. Preformed penetration seals (curbs) shall be equal to ChemCurbs Penetration Seals by Chem Link, Inc. a. Provide standard curbs (color black)to fit job conditions or as indicated on the Drawings. b. Provide two part urethane pourable sealant as recommended by seals manufacturer. 7. Expansion joint covers, if any, shall be equal to Manville or Schuller, a 07520 - 3 EPDM bellows, galvanized flanges, in sizes to meet the conditions required. 8. Termination Bars, if any, shall be 3/16" x 1 1/2" minimum aluminum bar, with predrilled holes for fasteners at 6" o.c. and 1" from ends. 9. Pipe and Conduit Supports, if any, shall be equal to Miro Pipe Stands Model 02 (6" minimum height) spaced 10'-0" o.c. maximum. 10. Provide all additional materials required by the roofing system manufacturer to allow the issuance of the Ten (10) Year NDL Roofing System Guarantee. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify roof deck is dry, sound, clean and smooth, free of depressions, waves, or projections, properly sloped to drains. B. Examine substrate surfaces to receive modified bitumen sheet roofing system and associated work and conditions under which roofing will be installed. Do not proceed with roofing until unsatisfactory conditions have been corrected in a manner acceptable to Installer. 3.2 GENERAL INSTALLATION REQUIREMENTS A. All modified bitumen roofing materials and construction shall be done in strict accordance with the manufacturer's instructions and recommendations. If printed instructions are not obtainable or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. 3.3 SUBSTRATE PREPARATION A. Before ply application is started, prepare surface by removing trash, debris, grease, oil, water moisture and contaminates affecting bond of asphalt to surface. B. Verify that surfaces are dry per respective manufacturer's or applicator's published instructions. C. Prepare other surfaces according to respective manufacturer's of applicator's published instructions. D. Use cleaning materials necessary to render an acceptable surface. E. Use compatible materials on voids and joints so finished deck surface will be even and smooth. F. Protect adjacent areas with tarpaulin or other durable materials. G. Prepare properly for flashing and secure in position any projection through the roof deck. Install new metal flashings, fascias, gravel guards and other items as required. Ensure roof drains, etc., are at proper height to permit water to drain properly without ponded water. H. Inspect all parapet walls, roof edges, etc. prior to application of roofing to make sure that proper provisions have been made to install metal roof edges, etc. I. Do not apply roofing if damp weather is imminent or if any other conditions exist that will not permit proper applications. Do not apply roofing when moisture is present in the deck. 07520 - 4 w 1. Starting at the low point of the roof, embed one ply of modified base +�* sheet, equal to TAMKO VERSA -BASE, with minimum of 2" side laps and a minimum of 4" end laps into a full mopping of hot, steep asphalt at a minimum rate of 23 pounds per 100 square feet. Broom to obtain embedment of the base sheet. 2. Starting at the low point of the roof, solidly adhere one ply of membrane, equal to TAMKO AWAPLAN PREMIUM FR, by mop applying with minimum 4" side laps and minimum 6" end laps. All laps shall be checked and sealed while the modified bitumen is still in a semi -fluid state from roll application. A minimum of 1/4" flow of asphalt must extend beyond all edges. Asphalt application rate shall be a minimum of 30 pounds per 100 square feet. Asphalt temperature shall be not •*� less than 400 degrees F at point of application. Do not mop more than 4 feet in front of roll. Remove factory splices of modified asphalt sheet materials prior to installation or cover factory splices in the field with a 12" width of modified asphalt sheet material set in hot asphalt. 3. Apply membrane without wrinkles or tears, free from air pockets. 4. Extend membrane up cant strips and a minimum of 2 inches onto vertical surfaces. 5. At the end of each day install water cut-off consisting of one ply of s� coated base sheet installed in mopping of asphalt extending onto the deck a minimum of 6 inches. Cover all exposed edges of insulation. Completely remove cut-off before resuming roofing. r" 6. Seal membrane around roof penetrations. M 3.6 FLASHINGS e�*+ A. All base and parapet flashings shall be mop applied material and system. B. Apply membrane base flashings to seal membrane to vertical elements. Extend a minimum of 6 inches onto field of roof surface and a minimum of 8 inches F" up vertical surface being flashed. Secure top edge at 8 inches on center. C. Apply modified bitumen parapet flashing in strict accordance with the manufacturer's written requirements and recommendations. 07520 - 5 3.4 WORKMANSHIP A. Protect any lifting point on the roof or deck where roofing materials are transferred from one container to another with two sheets of 4' x 8' x 5/8" plywood laid with long edges together covered with base sheet overlapping all sides four feet and up and over the parapet. B. Repair any damaged areas of base sheet by applying a patch with mopping of hot asphalt overlapping the damaged area 12" on each side. C. Furnish a thermometer for checking temperature of asphalt in the kettle and ++ at the point of application to the roof deck. D. Asphalt heating and application shall be in accordance with ASTM D312. Type III Steep Asphalt and Type IV Special Steep Asphalt shall not be heated above 525 degrees F. nor held above 500 degrees F. for more than 4 hours and shall be applied at temperatures between 375 degrees F. and 425 degrees F. unless specifically instructed otherwise by the roofing system manufacturer. r" E. Provide temporary water cut-offs at the end of each day's work. Remove t temporary water cut-offs cleanly when work is resumed. 3.5 MEMBRANE ROOF INSTALLATION A. Membrane Over Insulated Deck 1. Starting at the low point of the roof, embed one ply of modified base +�* sheet, equal to TAMKO VERSA -BASE, with minimum of 2" side laps and a minimum of 4" end laps into a full mopping of hot, steep asphalt at a minimum rate of 23 pounds per 100 square feet. Broom to obtain embedment of the base sheet. 2. Starting at the low point of the roof, solidly adhere one ply of membrane, equal to TAMKO AWAPLAN PREMIUM FR, by mop applying with minimum 4" side laps and minimum 6" end laps. All laps shall be checked and sealed while the modified bitumen is still in a semi -fluid state from roll application. A minimum of 1/4" flow of asphalt must extend beyond all edges. Asphalt application rate shall be a minimum of 30 pounds per 100 square feet. Asphalt temperature shall be not •*� less than 400 degrees F at point of application. Do not mop more than 4 feet in front of roll. Remove factory splices of modified asphalt sheet materials prior to installation or cover factory splices in the field with a 12" width of modified asphalt sheet material set in hot asphalt. 3. Apply membrane without wrinkles or tears, free from air pockets. 4. Extend membrane up cant strips and a minimum of 2 inches onto vertical surfaces. 5. At the end of each day install water cut-off consisting of one ply of s� coated base sheet installed in mopping of asphalt extending onto the deck a minimum of 6 inches. Cover all exposed edges of insulation. Completely remove cut-off before resuming roofing. r" 6. Seal membrane around roof penetrations. M 3.6 FLASHINGS e�*+ A. All base and parapet flashings shall be mop applied material and system. B. Apply membrane base flashings to seal membrane to vertical elements. Extend a minimum of 6 inches onto field of roof surface and a minimum of 8 inches F" up vertical surface being flashed. Secure top edge at 8 inches on center. C. Apply modified bitumen parapet flashing in strict accordance with the manufacturer's written requirements and recommendations. 07520 - 5 D. At roof drains, terminate courses of membrane and hot bitumen at edges of drain. Trim surface of insulation of deck where necessary so that roofing is flush with ring of drain. E. Set metal flanges and preformed penetration seals (curbs) as recommended by the roofing materials manufacturer. F. Extend lead flashing down into vent stacks. G. See Section 07600 for miscellaneous sheet metal accessory items to be installed in the work. 3.7 WALKWAY PADS A. Provide walkway pads at each service side of all roof top mechanical units, and at other locations required by the Roofing System Manufacturer. B. Adhere pads to the modified bitumen membrane in a full mopping of hot asphalt. 3.8 PIPE AND CONDUIT SUPPORTS A. Provide support stands for all gas piping and electric conduit. Install in accordance with instructions of the Roofing System Manufacturer. 3.9 CLEANING A. At completion of work under this section, all rubbish accumulated by these operations shall be removed from the site. B. Remove all stains of every nature from all surfaces stained by the roofing operations. If stains cannot be removed, the affected areas shall be replaced with new material matching the existing material. C. Remove all equipment, tools and excess materials from site. 3.10 PROTECTION A. Protect building surfaces against damage from roofing work. B. Where traffic must continue over finished roof membrane, protect surfaces from damage. END OF SECTION 07520 07520 - 6 SECTION 07600 - FLASHING AND SHEET METAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Metal copings. 2. Metal gutters, leader heads and downspouts. 3. Miscellaneous sheet metal accessories. B. Provide all nails and any other items necessary for the satisfactory completion of the work. Integrate this work with roofing work to provide a watertight installation. C. Roofing accessories which are installed integral with roofing membrane are in Section 07520. D. Downspout boots are specified in Section 05500. 1.3 QUALITY ASSURANCE A. The flashing and sheet metal work shall be done by a single firm specializing in the types of roofing required so that there will be undivided responsibility for the specified performance of all component parts specified in sections, 07212, 07520, 07600, and 07900. B. All work shall be installed in strict accordance with the manufacturer's directions for the indicated conditions. 1.4 SUBMITTALS A. Submit manufacturer's product specifications, installation instructions and general recommendations for each type of product required. Include data substantiating that materials comply with requirements. B. Submit shop drawings of each item specified showing layout, profiles, methods of joining and anchorage. C. Submit samples of sheet metal for approval. 1. 8 inch square samples for color selections. 2. 12 inch long, full size, samples of factory fabricated coping, gutter and downspout members. 3. Miscellaneous sheet metal accessories as requested by Architect. PART 2 - PRODUCTS_ 2.1 MATERIALS A. Metal copings, flashings, gutters, leader heads, downspouts and similar shapes shall be fabricated from 24 gauge galvanized sheet steel with a premium fluorocarbon coating produced with polyvinylidene fluoride resin, equal to Kynar 500. Provide 20 year limited paint warranty. 1. Provide matching factory produced outside and inside corners as required by roof conditions. .; 2. Provide coping and gutter members in 20'-0" minimum lengths. 3. Color as selected by Architect from full range of manufacturer's w�+ 07600 - 1 standard colors. B. Surface mounted reglets, if any, shall be standard 24 gauge galvanized metal units, equal to, Springlock Flashing System Type "P" Vinylok - Surface Mounted Flashing Retainer as manufactured by Fry Reglet Corporation. 1. Provide 26 gauge Type SM counterflashing where indicated. 2. Provide matching factory produced outside and inside corners as required by roof conditions. C. Nails and fastening devices shall match metal finish. D. Plastic cement shall be equal to Federal Specification SS -C-153, Type 1. E. Felt Underlayment: ASTM D 266, 15-1b type. F. Lead flashing shall be sheet lead weighting not less than 4 pounds per square foot. 2.2 FABRICATION A. Form sheet metal on a bending brake. Do all shaping, trimming and hand seaming on the bench with proper sheet metal working tools. B. Make angle bends and folds for interlocking the metal with full regard for expansion and contraction to avoid buckling or fullness in the metal after it is installed. C. Set metal already partly formed in place and fasten to structure by means of cleats. D. Fabricate supplementary parts necessary to complete each item. E. Form materials to shape indicated with straight lines, sharp angles and smooth curves. F. Set sheet metal items level, true to a line, plumb unless otherwise shown or indicated. G. Hem all edges of sheet metal work a minimum of 1/2" so no raw edges of metal will be exposed. PART 3 - EXECUTION 3.1 PREPARATION A. Examine all surfaces that are to receive flashing and sheet metal work before starting installation. Surfaces shall be smooth, firm, dry and free from dirt and foreign materials. Correct defects that would prevent proper installation of sheet metal. Drive all nails flush with surface. B. Keep work clean at all times and free of debris. C. Proceeding with work shall be construed as evidence that surfaces to receive flashing and sheet metal are satisfactory. D. Verify all dimensions and take all measurements necessary at the site before fabrication of new sheet metal items to ensure proper fit in the construction. 3.2 INSTALLATION A. Installation shall be in strict accordance with the instructions and recommendations of the Roofing System Manufacturer and SMACNA. B. All sheet metal shall be fabricated and installed to provide water and weathertight construction, set plumb, square and true in every respect. 07600 - 2 i 0 Sheet metal shall be set with lines and align sharp and true; plain surfaces shall be free of waves and buckles. Joints and seams in plain surfaces shall be avoided where possible. C. Sheet metal work in connection with membrane roofing shall be set in place after the membrane is in place and bedded as recommended by the roofing system manufacturer. D. Where sheet metal is in contact with other metal of different composition, the two metals shall be separated by a layer of felt set in a heavy coating of plastic cement. E. All other flashing shown or required for waterproof installation shall be provided and installed in accordance with good practice for permanence and appearance. E. Extend lead flashing down into vent stacks. 3.3 DOWNSPOUTS A. Install downspout leader into gutter as required by SMACNA Manual details. B. Provide matching metal anchor straps at 1/4 points of length of downspout. C. Coordinate termination of downspout with downspout boots specificed in Section 05500. Verify length of downspout with field measurements. 3.4 CLEAN-UP A. Remove excess plastic cement, sealant materials and smears from adjacent surfaces and working surfaces as work progresses. B. On completion of work, recheck for spillage or droppings of plastic cement or asphalt products. Remove with a cleaning agent approved by the Architect. C. Remove all debris resulting from these operations from the site. END OF SECTION 07600 07600 - 3 r SECTION 07900 - CAULKING AND SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General ,.., Instructions to Bidders, General Conditions of the Agreement and Division -1 Specifications Sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. Perform all work required to complete the joint packing or filler, priming, caulking and sealing indicated by the Drawings and specified herein, including sealant at door frames in exterior masonry walls. sA+ B. Furnish all supplementary items necessary to complete weatherproof the building in those areas associated with the roofing and flashing work. s. 1.3 RELATED WORK A. Section 07520 Modified Bitumen Roofing B. Section 07600 Flashing and Sheet Metal 1.4 QUALITY ASSURANCE �., A. Sealant material manufactured by any of the following manufacturers is acceptable provided it complies with the requirements of this section. 1. Pecora Chemical Corporation 2. Sonneborn Building Products, Inc. 3. Products Research and Chemical Corporation 4. Tremco Manufacturing company 5. W. R. Grace and Company 6. General Electric Company 7. Mameco International, Inc. 8. Gibson -Homans Company 1.5 DELIVERY AND STORAGE A. Deliver materials in unopened containers as packaged by the manufacturer. Store in a manner to protect materials from the weather. 1.6 SUBMITTALS A. Submit manufacturers published data for sealants. Show each color �., available. Color selection for each sealant shall be by the Architect. B. When requested by the Architect, submit samples of cured sealants and a 6" long sample of each type of joint backup if required. PART 2 - PRODUCTS 2.1 MATERIALS A. Sealant at applications other than in contact with modified bitumen roofing membrane shall be equal to Vulkem 116 polyurethane sealant as manufactured by Mameco International, Inc. of Cleveland, Ohio. B. Sealant at applications coming in contact with modified bitumen roofing shall be equal to Black Jack #1010 Neoprene Flashing Cement as manufactured by the Gibson -Homans Company of Twinsburg, Ohio, or as recommended by the roofing systems manufacturer. C. Caulking Compound: One part acrylic latex caulk for general purpose interior caulking capable of being painted with latex or oil base paints. 07900 - 1 D. General Purpose Sealant: Equal to Vulkem 116 polyurethane sealant as manufactured by Mameco International, Inc. of Cleveland, Ohio. E. Traffic Grade Sealant shall be equal to Vulkem 45 polyurethane joint sealant manufactured by Mameco. F. Backing Rods shall be closed cell polyethylene or open cell polyurethane as recommended by the sealant manufacturer for the application conditions encountered. G. Primer shall be as recommended by the manufacturer for each type of surface application. PART 3 EXECUTION 3.1 PREPARATION A. Examine all surfaces to receive sealant and report all conditions not acceptable. Installation shall be deemed as acceptance of the surface. B. Clean all surfaces and joints thoroughly, removing all foreign matter, dust, oil, grease, surface water, dirt, frost, old caulking material and previously applied paint or primer. C. Prime and prepare surfaces in strict accordance with sealant manufacturers written instructions and recommendations. D. Report unsatisfactory surfaces to the Architect. 3.2 APPLICATION OF SEALANTS A. Follow sealant manufacturers instructions regarding preparation, priming, application life and application procedure. B. Apply masking tape where required in continuous strips in alignment with joint edge. Remove tape immediately after joints have been sealed and tooled as directed. C. Apply sealant under pressure with gun having nozzle of proper size, or other appropriate means. Provide sufficient pressure to fill joints. D. Neatly point or tool sealant to provide proper contour. Use clean water -wet tool or tooling solution recommended by manufacturer when tooling white or light colored sealant. 3.3 APPLICATION OF CAULKING A. Caulk joints before final coat of paint is applied to adjacent surface. Apply caulking with a pressure gun having a nozzle of proper size to fit joint. Completely fill joint and firmly tool against backing to make a smooth, convex bed, and assure good adhesion. Caulking shall develop a firm skin before painting is allowed. 3.4 CLEANING A. Clean adjacent surfaces free of sealant excesses or smears. Use solvent or cleaning agent as recommended by sealant manufacturer. B. Leave all finished work in a neat, clean condition. Remove all debris resulting from these operations from the site. END OF SECTION 07900 07900 - 2 r SECTION 08114 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. Pft 1.2 SUMMARY A. This Section includes steel doors and door frames as indicated and scheduled on the drawings. B. Related Sections: The following Sections contain requirements that relate to this Section: 2. Section 08710 Finish Hardware. 4. Section 09900 Painting. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes. C. Shop Drawings showing fabrication and installation of 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. D. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings. 1. Indicate coordination of glazing frames and stops with glass and glazing requirements. 1.4 QUALITY ASSURANCE A. Provide doors and frames complying with ANSI/SDI 100 "Recommended Specifications for Standard Steel Doors and Frames" and as specified. B. Fire -Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire -test -response characteristics per ASTM E 152, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. a-, 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames 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. B. Inspect doors and frames on delivery for damage. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect; otherwise, remove and replace damaged items as directed. C. Store doors and frames at building site under cover. Place units on minimum 4 -inch high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4 -inch spaces between 08114 - 1 stacked doors to promote air circulation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, provide products equal to one of the following: 1. Steel Doors and Frames: a. Curries Co. b. Republic Builders Products. C. Steelcraft. 2.2 MATERIALS A. Hot -Rolled Steel Sheets and Strip: Commercial -quality carbon steel, pickled and oiled, complying with ASTM A 569 (ASTM A 569M), free of scale, pitting, or surface defects. B. Cold -Rolled Steel Sheets: Commercial -quality, level, carbon steel complying with ASTM A 366 (ASTM A 366M). C. Galvanized Steel Sheets: Zinc -coated carbon steel of commercial -quality, complying with ASTM A 526 (ASTM A 526M), or ASTM A 642 (ASTM A 642M), drawing quality, hot -dip galvanized according to ASTM A 525, with A60 coating designation. D. Supports and Anchors: Fabricated from not less than 0.0478 -inch thick steel sheet; 0.0516 -inch thick galvanized steel where used with galvanized steel frames. E. 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. 2.3 DOORS A. Steel Doors: Provide 1 -3/4 -inch thick doors of materials and ANSI/SDI 100 grades and models specified below, or as indicated on Drawings or schedules: 1. Exterior Doors: Grade III, extra heavy duty, Model 2, face sheets of 16 gauge, seamless design. Provide A60 coating. 2.4 FRAMES A. Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings, according to ANSI/SDI 100, and of types and styles as shown on Drawings and schedules. Conceal fastenings, unless otherwise indicated. 1. Exterior Frames: 14 gauge steel. Provide A60 coating. 2. Fabricate exterior frames with mitered or coped and continuously welded corners. B. Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single -door frames and 2 silencers on heads of double -door frames. C. Plaster Guards.: Provide minimum 0.0179 -inch thick steel plaster guards or mortar boxes at back of hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings. 2.5 FABRICATION A. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units 08114 - 2 r ..4 in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. Comply with ANSI/SDI 100 requirements. 1. Internal Construction: One of the following manufacturer's standard core materials according to SDI standards: a. Rigid mineral fiber with internal sound deadener on inside of face sheets. 2. Clearances: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch between non -fire -rated pairs of doors. Not more than 3/4 inch at bottom. a. Fire Doors: Provide clearances according to NFPA 80. B. Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from only cold -rolled steel sheet. C. Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and Frames". D. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot -rolled steel sheet. E. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. F. 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. G. Reinforce doors and frames to receive surface -applied hardware. Drilling and tapping for surface -applied hardware may be done at Project site. H. Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2.6 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual", for recommendations relative to applying and designating finishes. B. Comply with SSPC-PA 1, "Paint Application Specification No. 1," for steel sheet finishes. C. Apply primers and organic finishes to doors and frames after fabrication. 2.7 STEEL SHEET FINISHES A. 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). B. Pretreatment: Immediately after surface preparation, apply a conversion NOR coating of type suited to organic coating applied over it. C. Factory Priming for Field -Painted Finish: Apply shop primer that complies with ANSI A224.1 acceptance criteria, is compatible with finish paint systems indicated, and has capability to provide a sound foundation for field -applied topcoats. Apply primer immediately after surface preparation and pretreatment. 08114 - 3 PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T-shaped anchors. 3. At existing concrete or masonry construction, install at least 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Set frames and secure to adjacent construction with bolts and masonry anchorage devices. 4. Install fire -rated frames according to NFPA 80. C. Door Installation: Fit hollow -metal doors accurately in frames, within clearances specified in ANSI/SDI 100. 1. Fire -Rated Doors: Install with clearances specified in NFPA 80. 2. Smoke -Control Doors: Comply with NFPA 105. 3.2 ADJUSTING AND CLEANING A. Prime Coat Touchup: After erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air -drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. C. Final Adjustments: Check and readjust operating finish hardware items, leaving steel 'doors and frames undamaged and in complete and proper operating condition. END OF SECTION 08114 08114 - 4 SECTION 08710 - FINISH HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes items known commercially as finish or door hardware that are required for swing, sliding, and folding doors, except special types of unique hardware specified in the same sections as the doors and door frames on which they are installed. B. The extent of finish hardware is shown on the Drawings and as scheduled herein. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 08114 Steel Doors And Frames. #.., 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification sections. B. Product data including manufacturers' technical product data for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to show compliance with requirements. C. Final hardware schedule coordinated with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Final Hardware Schedule Content: Based on hardware indicated, organize schedule into "hardware sets" indicating complete designations of every item required for each door or opening. Include the following information: a. Type, style, function, size, and finish of each hardware item. b. Name and manufacturer of each item. C. Fastenings and other pertinent information. d. Location of each hardware set cross referenced to indications on Drawings both on floor plans and in door and frame schedule. e. Explanation of all abbreviations, symbols, and codes contained in schedule. f. Mounting locations for hardware. g. Door and frame sizes and materials. h. Keying information. D. Samples of each type of exposed hardware unit in finish indicated and tagged with full description for coordination with schedule. Submit samples prior to submission of final hardware schedule. 1. Samples will be returned to the supplier. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, be incorporated in the Work, within limitations of keying coordination requirements. E. Templates for doors, frames, and other work specified to be factory prepared for the installation of door hardware. Check shop drawings of other work t�+ 08710 - 1 to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. 1.4 QUALITY ASSURANCE A. Supplier Qualifications: A recognized architectural door hardware supplier, that has a record of successful in-service performance for supplying hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the course of the Work, for consultation. 1. Require supplier to meet with Owner to finalize keying requirements and to obtain final instructions in writing. B. Fire -Rated Openings: Provide door hardware for fire -rated openings that complies with NFPA Standard No. 80 and requirements of authorities having jurisdiction. Provide only items of door hardware that are listed and are identical to products tested by UL, Warnock Hersey, FM, or other testing and inspecting organization acceptable to authorities having jurisdiction for use on types and sizes of doors indicated in compliance with requirements of fire -rated door and door frame labels. 1.5 PRODUCT HANDLING A. Tag each item or package separately hardware schedule, and include basic item or package. PART 2 - PRODUCTS 2.1 SCHEDULED HARDWARE with identification related to final installation instructions with each A. Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of finish hardware are indicated in the "Hardware Schedule" at the end of this Section. 1. Manufacturer's Product Designations: The product designation and name of one manufacturer are listed for each hardware type required for the purpose of establishing minimum requirements. Provide either the product designated or, where more than one manufacturer is specified under the Article "Manufacturers" in Part 2 for each hardware type, the comparable product of one of the other manufacturers that complies with requirements. 2.2 MATERIALS AND FABRICATION A. Manufacturer's Name Plate: Do not use manufacturers' products that have manufacturer's name or trade name displayed in a visible location (omit removable nameplates) except in conjunction with required fire -rated labels and as otherwise acceptable to Architect. 1. Manufacturer's identification will be permitted on rim of lock cylinders only. B. Base Metals: Produce hardware units of basic metal and forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness, but in no case of lesser (commercially recognized) quality than specified for applicable hardware units by applicable ANSI/BHMA A156 series standards for each type of hardware item and with ANSI/BHMA A156.18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise specified. C. Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware that has been prepared for self -tapping sheet metal screws, except as specifically indicated. 08710 - 2 N D. Furnish screws for installation with each hardware item. Provide Phillips flat -head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finish or, if exposed in surfaces of other work, to match finish of this other work as closely as possible including "prepared for paint" surfaces to receive painted finish. E. Provide concealed fasteners for hardware units that are exposed when door is closed except to the extent no standard units of type specified are available with concealed fasteners. Do not use thru-bolts for installation where bolt head or nut on opposite face is exposed in other work unless their use is the only means of reinforcing the work adequately to fasten the hardware securely. Where thru-bolts are used as a means of reinforcing the work, provide sleeves for each thru-bolt or use sex screw fasteners. 2.3 HINGES, BUTTS, AND PIVOTS A. Templates: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template -produced units. B. Screws: Provide Phillips flat -head screws complying with the following requirements: 1. For metal doors and frames install machine screws into drilled and tapped holes. 2. For wood doors and frames install wood screws. 3. For fire -rated wood doors install 412 x 1 -1/4 -inch (32 -mm), threaded - to -the -head steel wood screws. 4. Finish screw heads to match surface of hinges or pivots. C. Hinge Pins: Except as otherwise indicated, provide hinge pins as follows: 1. Out -Swing Exterior Doors: Nonremovable pins. 2. Out -Swing Corridor Doors with Locks: Nonremovable pins. - 3. Interior Doors:--Nonrising pins. 4. Tips: Flat button and matching plug, finished to match leaves, except where hospital tip (HT) indicated. D. Number of Hinges: Provide number of hinges indicated but not less than 3 hinges per door leaf for doors 90 inches (2250 mm) or less in height and one additional hinge for each 30 inches (750 mm) of additional height. 1. Fire -Rated Doors: Not less than 3 hinges per door leaf for doors 86 inches (2150 mm) or less in height with same rule for additional hinges. 2.4 LOCK CYLINDERS AND KEYING A. General: Supplier will meet with Owner to finalize keying requirements and obtain final instructions in writing. 1. Except as otherwise indicated, masterkey to existing City of Lubbock Parks and Recreation masterkey system. B. Comply with Owner's instructions for keying and, except as otherwise indicated, provide individual change key for each lock which is not designated to be keyed alike with a group of related locks. 1. Permanently inscribe each key with a number that identifies each lock and cylinder manufacturer key symbol. C. Keys Material and Quantity: 1. Provide keys of nickle silver only. 2. Furnish 3 change keys for each lock and 5 masterkeys for each master system. 3. Deliver all keys to Owner's representative. 08710 - 3 PART 3 - EXECUTION 3.1 INSTALLATION A. Mount hardware units at heights indicated in following applicable publications, except as specifically indicated or required to comply with governing regulations and except as otherwise directed by Architect. 1. NWWDA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors." B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation or application of surface protection with finishing work specified in the Division 9 Sections. Do not install surface -mounted items until finishes have been completed on the substrates involved. C. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. E. Seals: Comply with manufacturer's instructions and recommendations to the extent installation requirements are not otherwise indicated. 3.2 ADJUSTING, CLEANING, AND DEMONSTRATING A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. B. Clean adjacent surfaces soiled by hardware installation. 3.3 HARDWARE SCHEDULE A. General: Provide hardware for each door to comply with requirements of Section "Door Hardware," hardware set numbers indicated in door schedule, and in the following schedule of hardware sets. 1. Hardware sets indicate quantity, item, manufacturer and product designation, size, and finish or color, as applicable. B. ADA/TAS Compliance: All hardware must comply with ADA/TAS requirements including, but not limited to, door opening forces, closer requirements and door hardware (see TAS 4.13). C. Hardware Set No. 1: Door Marked #1 each door to have: 1. 1.5 pr Hinges 1279 4.5 x 4.5 SH NRP x Us26D Hager 2. 1 Lockset CL3657 NZD x 626 - BST Corbin 3. 1 Deadlock DL4013 x 626 - BST Corbin 4. 1 Threshold 170A x DW Pemko 5. 1 Door bottom 315 CN x DW Pemko 6. 1 pr Padlock eyes 1245 Stanley 7. 1 Latch protector LP -2 Glynn -Johnson 8. 1 Set Weatherstrip 316 AV x Opg. Pemko End of Hardware Schedule END OF SECTION 08710 08710 - 4 SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General a.. Instructions to Bidders, General Conditions of the Agreement and Division -1 Specification sections, apply to this Section. s+� 1.2 SUMMARY A. This Section includes surface preparation, painting, and finishing of new and existing exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop -priming and surface treatment specified under other Sections. B. The extent of painting work shall be coordinated with the drawings and as herein specified. The work shall generally consist of the following: 1. Surface preparation and painting of new concrete masonry units, metal down spout boots and hollow metal door and frame. 2. Surface preparation and painting of existing exterior face brick, concrete masonry units, metal porch canopy, galvanized steel pipe columns, metal doors, steel door frames and all other previously painted exterior surfaces. 3. Sandblasting for masonry surface preparation shall not be required. 4. Unless noted otherwise, painting shall not be required for any interior surfaces or items. C. Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. 1. Painting includes field -painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment. D. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. 1. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. E. Related Sections: The following Sections contain requirements that relate to this Section: 1. Refer to Section 01030 for alternates. 2. Refer to Section 07900 for caulking and sealants. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. A„ B. Product data for each paint system specified, including block fillers and primers. Aw., 09900 - 1 1. Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of each material proposed for use. 2. List each material and cross-reference the specific coating, finish system, and application. Identify each material by the manufacturer's catalog number and general classification. 3. Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs). C. Samples for initial color selection in the form of manufacturer's color charts. 1. After color selection, the Architect will furnish color chips for surfaces to be coated. D. Samples for Verification Purposes: Provide samples of each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to those indicated for the Project that have resulted in a construction record of successful in-service performance. B. Single -Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. C. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full -coat finish samples on at least 100 sq. ft. of surface until required sheen, color, and texture are obtained; simulate finished lighting conditions for review of in-place work. 1. Final acceptance of colors will be from job -applied samples. 2. The Architect will select one room or surface to represent surfaces and conditions for each type of coating and substrate to be painted. Apply coatings in this room or surface according to the schedule or as specified. a. After finishes are accepted, this room or surface will be used to evaluate coating systems of a similar nature. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. B. Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 deg F. Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that 09900 - 2 v workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. 1.6 JOB CONDITIONS A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F and 90 deg F. B. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F and 95 deg F. C. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 F deg above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide products of one of the following: 1. Coronado Paint Company. (CP). 2. The Glidden Company (Glidden). 3. Benjamin Moore and Co. (Moore). 4. Kelly -Moore Paint Co. (K -M). 5. PPG Industries, Pittsburgh Paints (PPG). 6. Pratt and Lambert (P & L). 7. The Sherwin-Williams Company (S -W). 8. Technical Coatings, Inc. (TCI). 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and field experience. B. 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. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to'be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: Provide color selections made by the Architect from the manufacturer's full range of standard colors. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which painting will be performed for compliance with paint application requirements. Surfaces receiving paint must be thoroughly dry before paint is applied. 1. Do not begin to apply paint until unsatisfactory conditions have been corrected. 00* 09900 - 3 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to -ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted, or provide surface -applied protection prior to surface preparation and painting. Remove these items, if necessary, to completely paint 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. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturer's instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing about anticipated problems using the specified finish -coat material with substrates primed by others. 2. Cementitious 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. a. Use abrasive blast -cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. C. 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, rinse, allow to dry, and vacuum before painting. 3. Ferrous Metals: Clean ungalvanized ferrous metal surfaces that have not been shop -coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council (SSPC). a. Blast steel surfaces clean as recommended by the paint system manufacturer and according to requirements of SSPC specification SSPC-SP 10. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. 09900 - 4 i C. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-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. D. Materials Preparation: Carefully mix and prepare paint materials according to manufacturer's directions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. 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. 3. Use only thinners approved by the paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where 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. 3.3 APPLICATION A. General: Apply paint according to manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 09900 - 5 1. Paint colors, surface treatments, and finishes are indicated in the schedules. 2. Provide finish coats that are compatible with primers used. 3. The number of coats and the film thickness required are 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 a smooth even surface according to the manufacturer's directions. 4. Apply additional coats if 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, welds, and exposed fasteners, ., receive a dry film thickness equivalent to that of flat surfaces. 5. 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. @- 6. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 7. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, nonspecular black paint. 8. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 9. Finish interior of wall and base cabinets and similar field -finished casework to match exterior. 10. Finish exterior doors on tops, bottoms, and side edges same as exterior faces. 09900 - 5 11. Sand lightly between each succeeding enamel or varnish coat. 12. Omit primer on metal surfaces that have been shop -primed and touch-up painted. C. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. D. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to the manufacturer's directions. 1. Brushes: Use brushes best suited for the material applied. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. E. Minimum Coating Thickness: Apply materials no thinner than the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. F. Painting shall not be required for Mechanical or Electrical items. G. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. H. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or finished and that 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 ensure a finish coat with no burn -through or other defects due to insufficient sealing. I. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, irregularity in texture, skid marks, or other surface imperfections. J. Pigmented (Opaque) Finishes: Completely cover to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. K. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with specified requirements. 3.4 CLEANING A. Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 1. After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 3.5 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and m r END OF SECTION 09900 09900 - 7 repainting, as acceptable to Architect. B. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 EXTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates, as indicated. B. Concrete Masonry Units: 1. Flat Acrylic Finish: Two finish coats over block filler. a. Block Filler: PPG: 6-7 Speedhide Masonry Latex Block Filler. b. First and Second Coats: PPG: 72 Line Sun -Proof Exterior Flat Latex House Paint. C. Ferrous Metal: 1. Flat Alkyd -Enamel Finish: Two finish coats over rust -inhibitive primer. a. Primer: PPG: 6-208 Speedhide Rust Inhibitive Steel Primer. b. First and Second Coats: PPG: 50-52 Speedhide Exterior Lo -Luster House Paint - Oil. .., D. Zinc -Coated Metal: 1. Semigloss Alkyd -Enamel Finish: Two finish coats over a galvanized metal primer. a. Primer: PPG: 90-709 Pitt -Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel. b. First and Second Coats: PPG: 6-282 Speedhide Oil Enamel. END OF SECTION 09900 09900 - 7