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HomeMy WebLinkAboutResolution - 5881 - Contract- Lydick-Hooks Roofing Company-Reroofing & Waterproofing 4 Fire Stations - 06_11_1998Resolution No.5881 Item No. 23 June 11, 1998 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract with Lydick - Hooks Roofing Company of Lubbock, TX, to install and furnish all materials and services as bid for the reroofing and waterproofing of four Fire Stations, and all 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 Council. Passed by the City Council this ATTEST: l APPROVED AS TO CONTENT: 11 th day of June , 1998. &� i�� Victor Kilman, 1Purchasing Manager APPROVED AS TO FORM: MAYOR PRO TEM William de Haas, Municipal Contracts Attorney W&WLydick-Hooks.Fire Stations.Res.doc ccdocs/June 2, 1998 i CITY OF LUBBOCK SPECIFICATIONS FOR r REROOFING & WATERPROOFING FOUR FIRE STATIONS BID #98106 r r r r r CITY OF LUBBOCK r � Lubbock, Texas rIt P.O. Box 2000 Lubbock. Texas 79457 (806) 775-2167 9 Fax (806) 775-2164 rrB #98106, Addendum #2 ADDENDUM #2 ITB #98106 REROOFING & WATERPROOFING FOUR FIRE STATIONS Office of Purchasing FAXED TO VENDOR: May 20, 1998 , CLOSE DATE: May 21, 1998 @ 2:00 PM The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents Is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Please see attached item descriptions. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806) 775-2164 or Email to: RShuffield@mail.ci.lubbock.tx.us TH K YOU, Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 98106ad2.doc Addendum No. 2 Reroofing & Waterproofing Four Fire Stations Bid #98106 City of Lubbock Item 1: U.S. Intec Spec. No: BF250 FR-4UP-RI & GAF Spec. No: I-2-1-MGPFR will be allowed to be bid as equals. Final review upon award. Item 2: Existing vegetation which will be disturbed with the work at Fire Station #03 shall be either replaced with identical vegetation from no less than 5 gallon containers or the existing vegetation may be professionally salvaged and reinstalled once work is completed. Item 3: Gravel leaching pit shown on Sheet A3 shall consist of smooth, water worn, opaque No. 2 gravel within a 2' x 2' x full length trench. Gravel shall be covered on all sides with a nonwoven polypropylene or polyester geotextile filtering fabric. Item 4: The total percentage of existing masonry joints to be cut out and repointed at Fire Station #12 should be increased to 70%. Pigment shall be added to the repointing mortar so as to match existing surface color. i I P.O. Box 2000 Lubbock, Texas 79457 (806) 775-2167 • Fax (806) 775-2164 ITB #98106, Addendum #1 Office of Purchasing ADDENDUM 0 ITB #98106 Reroofing and Waterproofing Four Fire Stations MAILED TO VENDOR: May 14,1998 , CLOSE DATE: May 21, 1998 @ 2:00 PM The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Please see attached item descriptions. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806) 775-2164 or Email to: RShuffield@mail.ci.Iubbock.tx.us T K YOU Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 98106ad1.doc Addendum No. 1 Reroofing & Waterproofing Four Fire Stations Bid #98106 City of Lubbock Item 1: For bidding purposes, the bidders shall assume that the existing base flashings contain non -hazardous, non -friable asbestos and that the field of the roof contains no asbestos. All asbestos shall be handled in accordance with all required ordinances. Item 2: SECTION 07540 - MODIFIED BITUMEN ROOFING Part 1 - General 1.08 Qualifications B. Applicator. "The bold print should read as": The manufacturer approval shall have been in effect no later than May 1, 1995. Item 3: Perlite roof insulation may be substituted in lieu of the specified fiberglass insulation. Perlite R-value shall meet or exceed that of 1-1/16" fiberglass (4.17). Item 4: Insulation thickness and number of layers shall be as per respective roofing manufacturer instructions to acquire 20 NDL warranty. Item 5: Mechanically fasten approved base sheet to existing decks prior to installation r of successive insulation and felt layers. All components less mechanically fastened base sheet shall be set in hot asphalt. Item 6: On Fire Station #01, all prefinished metal coping and roofing panels shall be { removed and replaced with new. Sloped area shall be replaced with panels to match existing. Item 7: Tamko Specification #108FR is a 4-ply modified bitumen system. Other manufacturers may be able to furnish a 20 year NDL warranty with less than 4 plies. The owner is aware of this fact and will accept alternate modified bitumen systems pursuant to manufacturer and roofer meeting all other 20 year NDL warranty requirements. Item 8: Prime Contractors will be acceptable in lieu of General Contractors. Prime Contractors must meet all insurance, bonding and job coordination requirements as specified. Item 9: At the time of this Addendum no alternate roofing system has been pre - approved or denied by the Owner. Notification of such will be made prior to bid date. CITY OF LUBBOCK INVITATION TO BID FOR TITLE: REROOFING & WATERPROOFING FOUR FIRE STATIONS ADDRESS: LUBBOCK, TEXAS BID NUMBER: 98106 PROJECT NUMBER: 9507.9211.30000 CONTRACT PREPARED BY: PURCHASING DEPARTMENT 1 r. 1 2. 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 No Text NOTICE TO BIDDERS BID #98106 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 21st day of May, 19981 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: "REROOFING & WATERPROOFING FOUR FIRE STATIONS" 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 insure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 1It 1 day of June, 1998, 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 Bul Bitingof 5 or superior, as the rating of the bond company is a factor that will be considered in determination of the lowest res op nsible bidder. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified t`^ check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without i recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a pre -bid conference on >th r day of May, at 10:00 o'clock a.m., in the L04 - Purchasing Conference Room, Lubbock, Texas r r 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. r• The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 767- 2281 at least 48 hours in advance of the meeting. CITY OF LUBBOCK VICTOR KILMAN PURCHASING MANAGER Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street, Room L-04, Lubbock, Texas 79401; Telephone (806) 775-21671Fax (806) 775-2164. r No Text C� t GENERAL INSTRUCTIONS TO BIDDERS 1. SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents for the REROOFING & WATERPROOFING FOUR FIRE STATIONS. R1111IFTSMUM9910160111_� All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 3. PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by l the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 4. BIDDER INQUIRIES No bidder shall request any information verbally. All written requests for additional information or clarification concerning this bid must be addressed to: RON SHUFFIELD SENIOR BUYER CITY OF LUBBOCK P.O. BOX 2000 LUBBOCK, TX 79457 FAX (806) 775-2164 t 5. TIME AND ORDER FOR COMPLETION ►• The construction covered by the contract documents shall be fully completed within 120 (ONE HUNDRED TWENTY) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by ell the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to insure completion of the project within the time specified. 6. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the T contract documents. i . 7. AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project. 9. GUARANTEES All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general -- guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 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 the year 2000 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. 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. 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. 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. 2 f" P 11. PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 12. TEXAS STATE SALES TAX C 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. i 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. r 13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or 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 r� 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. l 14. BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, fad 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. 1 15. EXPLOSIVES The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. T Explosive materials shall not be stored or kept at the construction site by the Contractor. i F 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. �- 16. CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to 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. 17. INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverage's shall be submitted prior to contract execution. The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents Including workers compensation coverage for each subcontractor. :•� WJk •- • Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate which must be paid on this project shall not be less than specified in _ the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of •— general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's _ Representative. 4 �- r i 19. 20. 21 22. 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. 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. 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. The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. if the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: (a) Bidder's name (b) Bid for (description of the project). Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: I (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bond (if required). (e) Contract Agreement. (f) General Conditions. -- (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. _ Q) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 23. QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock in regard to the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: 1. The ability, capacity, skill, and financial resources to perform the work or provide the service required. 2. The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. 3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. _ 4. The quality of performance of previous contracts or services. 6 No Text r C BID SUBMITTAL LUMP SUM BID CONTRACT PLACE: Lubbock, Texas r E DATE: May 21, 1998 r.PROJECT NUMBER: #98106 - REROOFING & WATERPROOFING FOUR FIRE STATIONS f ` Bid of Lydick -Hooks Roofing Co. of Lubbock, Inc. (hereinafter called Bidder) F,T the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: 7The Bidder, in compliance with your invitation for bids for the construction of a Reroofing and Waterproofing Four Fire Stations l having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract jocuments and the site of the intended work, and being familiar with all of the conditions surrounding the construction of he intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time Jet forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required nder the contract documents. 7MATERIALS: Seventy7fglydol�arand one hundred forty-three and— no ($ 74,143.00 SERVICES: One hundred ttaenty thousand an no/ 100 dollars ($ 120 , 000.00 One hundred ninety-four thousand one hundred �OTAL BID: forty-three and no/100 dollars ($ 194,143.00 (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 120 (ONE HUNDRED TWENTY) consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to F-i )ay to Owner as liquidated damages the sum of $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. rBidder understands and agrees that this bid submittal shall be completed and submitted in accordance with `instruction number 21 of the General Instructions to Bidders. Fm j Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the 4.,idding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on r which he has bid; as provided in the contract documents. 1. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within r (ten) 10 days after notice of award of the contract to him. l Enclosed with this bid is a Cashier's Check or eirtiited Che k for Dollars ($ 1 or a Did Bond in the sum of Dollars ($ 13 , 750.00 ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the yytice to Biodep. / . re or Typed Name) Lvdick-Hooks Roofing Co. of Lubbock, Inc. Company P. 0. Box 2605 Address Lubbock Lubbock City, County Texas 79423 State Zip Code Telephone: 806 - 765-5577 Fax: 806 - 765-5581 (Seal if Bidder is a Corporation) ATTE : yAe Secr tary rBidder acknowledges receipt of the following addenda: t . Addenda No. 1 Date 5-14-98 Addenda No. 2 Date 5-20-98 Addenda No. Date Addenda No. Date I 7 •0Aviv., UNIVERSAL SURETY OF AMERICA Bond No. TX 6361432 00 KNOW ALL MEN BY THESE PRESENT'S, that we LYDICK—HOOKS ROOFING COMPANY OF LUBBOCK, INC., LUBBOCK, TEXAS as Principal, hereinafter called the Principal, and UNIVERSAL SURETY OF AMERICA, 950 Echo Lane, Suite 250, liouston, Texas 77024, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF LUBBOCK, TEXAS, as Obligee, Name, Address, City, Statc, Zip, Phone Number hereinafter called the Obligee, in the sum of_ 5 % of the amount of this bid not to exceed THIRTEEN THOUSAND SEVEN HUNDRED FIFTY AND NO/ 100--------------Dollars (S 13, 750.00-------- ) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the principal has submitted a bidfor REROOFING AND WATERPROOFING FOUR FIRE STATIONS FOR THE CITY OF LUBBOCK,, =H PLANS AND SPECIFICATIONS BY J ._ NOW, THEREFORE, If the contract be timely awarded to the Principal and the Principal shall within such time as specified in the bid, enter into a contract in writing or, in the event of the failure of th4 Principal to enter into such Contract; 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 j 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. PROVIDED, HOWEVER, neither Principal nor Surety shall be bound hereunder unless Obligee prior to execution of the final contract shall furnish evidence of financing in a manner and form acceptable to Principal and Surety that financing has been firmly committed to cover the entire cost of the project. SIGNED, seated and dated this 21 ST day of By: MAY LYDICK—HOOKS ROOFING (Principal) ,eX"_ /// SURETY OF AMERICA (Attorney• in- fact) ""'-`.0 W . , 19 98 ANY OF 'LUBBOCK , JL%. UNIVERSAL SURETY OF AMERICA P.0.13OX 1068 -Houston, Texas 77251-1068 GENERAL POWER OF ATTORNEY - CERTIFIED COPY Agmeylabonim GPAX 8001483 TX 6361432 00 J.E. Murfee & Son Know All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under the laws of the State of Texas, and having its pricipal office in Houston, Texas, does by these presents make, constitute and appoint Joan Carnes Lance Murfee Wm. E. Murfee, Sr. Wm. E. Murfee, Jr. of Lubbock and State of Texas its true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver Bonds not to exceed S250,000.00 unless such is accompanied by letter of authority signed by the President. Secretary or Executive Vice President of Universal Surety of America. and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do within the stated limitations, and such authority is to continue in force until 3/31/2000 . Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of Universal Surety of America at a meeting held on the 1 Ith day of July, 1994. "Be It Resolved, that the President, and any Vice President, Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company." "RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by facsimilie to any power of attorney of the corporation, and that such printed facsimilie signature and seal shall be valid and binding upon the corporation." In Witness Whereof, Universal Surety of America has caused these presents to be signed by its President, Jack McReynolds and Its corporate seal to be hereto affixed this 2nd day of January, A.D.,1998. 44 "i, UNIVERSAL SURETY OF AMEBIC State of Texas ss: ti Jack McReynolds President County of Harris On this 2nd day of January, in the year 1998, before me, Estela Lelja, a notary public, personally appeared Jack McReynolds, personally known to me to be the person who executed the within Instrument as President , on behalf of the corporation herein named and acknowledged to me that the corporation executed it. Notary Public I, the undersigned Secretary of Universal Surety of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in effect. GIVEN under my hand and the seal of said company, at Houston, Texas, this 21 S t day of May , 19 9 f(. —� Assfstant secretary Any instrument issued in excess of the penalty stated above is totally void sad without any validity. For verification of the authority of this power you may telephone (713) 7224600. 1426-1475/050 P.O. Box 2000 Lubbock. Texas 79457 (806) 775-2167 • Fax (806) 775-2164 ITB #98106, Addendum #1 Office of Purchasing ADDENDUM #1 ITB #98106 Reroofing and Waterproofing Four Fire Stations MAILED TO VENDOR: May 14,1998 CLOSE DATE: May 21, 1998 @ 2:00 PM The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Please see attached item descriptions. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806) 775-2164 or Email to: RShuffield@mail.ci.lubbock.tx.us 4Sh K YOU�.iiuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 98106adt.doc r+ 1. t5-20-98 08:53 CITY OF LUBBOCK PUR r eI i. P.O. Box 2000 Lubbock. TeXaS 79457 (806) 775-2167 - Fax (806) 775-2164 I ID-8067752164 P.01 ff6 #98106, Addendum #2 Office of Purchasing ADDENDUM #2 ITB #981 O5 REROOFING & WATERPROOFING FOUR FIRE STATIONS FAKED TO VENDOR: May 20,1998 CLOSE DATE: May 21, 1998 @ 2:00 PM The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Please see attached item descriptions. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuf field, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806) 775-2164 or Email to: RShuffield@mail.ci.lubbock.tx.us T K YOU, Ron 8h ff Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID No Text *__TNIVERSAL SURETY.OF AMERICA P.O. BOX 1068 -Houston, Texas 772514068 GENERAL POWER OF ATTORNEY - CERTIFIED COPY A jaacy format oo OPA# 8001483 TX 6361439 00 J.E. Murfee& Son Know All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under the laws e the State of Texas, and having its pricipal office in Houston, Texas, does by these presents make, constitute and appoint Joan Carnes Lance Murfee Wm. E. Murfee, Jr, Wm. E. Murfee, Sr. of Lubbock and State of, Texas its true and lawful Attomey(s)-in-Fact, with full power and authority hereb conferred in its name, place and stead, to execute, acknowledge and deliver Bonds not to exceed $250,000.00 unless such is accompanied by letter of ; authority signed by the President, Secretary or Executive Vice President of Universal Stuety of America, and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of 0 Company and duly attested by its Secretary, hereby ratiffing and confirming all that the said Attomey(s)-in-Fact may do within the state( limitations, and such authority is to continue in force until 3/31/2000 Said appointment is made under and by authority of 0 following resolution adopted by the Board of Directors of Universal Suety of America at a meeting held on the 1 lth day of July, 1984, ,A "Be It Resolved, that the President, and any Vice President, Secretary or any Assistant Secretary shall be and is hereby vested with full pot+' and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company." "RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by facsimilie to at power of attorney of the corporation, and that such printed facsimilie signature and seal shall be valid and binding upon the corporation." In Witness Whereof, Universal Surety of America has caused these presents to be signed by Its President, Jack McReynolds and corporate seal to be hereto affixed this 2nd day of January, A.D.,1998. +�uiiCrr" coy UNIVERSAL SURETY OF AMEBIC State of Texas q County of Harris ss.'', � -. Jack McReynolds President On this 2nd day of January, in the year 1998, before me, Estela Lelja, a notary public, personally appeared Jack McReynol personally known to me to be the person who executed the within instrument as President, on behalf of the corporation herein nan: and acknowledged to me that the corporation executed It. I, the undersigned Secretary of Universal Surety of America, hereby certify that the above and foregoing is a full, true 'ond coitect'copy of the !Original Power of Attorney issued by said Company, and do hereby Nrther'certily that the'said Power of Attorney is still in effect. GIVEN under my hand and the seal of said company, at Houston, Texar+, this _L2ndday of June l9_28. ;� .. As slant Secretary Any instrument issued in excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may telephone (713) 7224600. 142&14' 0 0 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) r Lydick -Hooks Roofing Company of Lubbock, Inc. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and 7 Universal Surety of America � (hereinafter called the Suret&�a$§W&tykM ea"My. bTfii61ygtRAW Cilly 4Lubbock (hereinafter called the t.► Obligee), in the amount of ree 1 14 3 .) lawful money of the l United States for the payment whereof, the said Princi al and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. eft WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11 th day of t. June 19 98to Reroof and Waterproof four fire stations r r F Bid 198106 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Princi al (s) and Surety (s) have signed and sealed this instrument this 22nde day of 19 8 UNIVERSAL SURETY OF AMERICA Surety *By; va_� &4_� e) orney- n- ac LYDICK-HOOKS ROOFING COMPANY OF Principal BBUCK, INC. By: r (Titl) a p s, a r President By: (Title) 1 By: --- (Title) t The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby r designatesWm. E . Murf ee , SZn agent resident in Lubbock County to whom any requisite notices maybe delivered l and on whom service of process may be had in matters arising out of such suretyship. UNIVERSAL SURETY OF AMERICA rSurety By:9".-" 6"-, t el-- Attorney -In -Fact Approved as to form: City of Lubbo k r By: City Attorney " Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 2 No Text i r r l STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTS, that Lydick-H�oks too �n $ompar� of Lubbock, Inc. ( ereina er ca e e nnCipa s), as Pnncipal(s), and Universal Surety of America (hereinafter called the Sur), tAa,e City of Lubbock (hereinafter called the Obligee), in the amount of q iaro ($ 194,143. ) lawful money of the United States for the paymen whereo , he said rin ipa an urety in emselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11 tbay of June ,199$to Reroof and Waterproof four fire stations Bid #98106 t ` and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. r' PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 22nd day of June , 19 98, UNIVERSAL SURETY OF AMERICA. Surety �/,')___Attorney- In --Fact LYDICK-HOOKS ROOFING COMPANY OF Pri ipa LU$B CZ-, N (Title).'RalphN. Ho Jr. President 4 By: (Title) By: (Title) f i t F The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby r designatesWm. E. MurfeAh,acjZM resident in Lubbock County to whom any requisite notices maybe delivered and on lwhom service of process may be had in matters arising out of such suretyship. UNIVERSAL SURETY OF AMERICA Surety 'By: G' t ttorney- n-Fact Approved as to Form City of Lubbock City Attorney r • Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing l that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. "i. LL LL 07/07/1998 09:33 9727701699 MHBT PAGE 02 PRODUCER 11cQu8�ij1 H9tIly BOW188 TT�ayy, LL.P. 1ZyW Park Central: w 1700 Dallas TX 75231 ALTER THE COVERAGE A GIDUPANIES CCGe PXY A TravolomlAelm D COw"y Ly&k Hoof Roolfrtg Co Of LUU)O(* br— B C' P.Q. Box 2605 COMPAKY LUbbodc TX 7M C KEMPER COWANY D REVISED CERT. WAS A MATTER OF UPON THE CE iKgr AMEND BY THE PQfr INDICATED, NOTWITHSTANDM ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR QTMER DOCLIMM MTIH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSWD OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, D(OLI>S 0M AND CONDlf = OF SUCH POLICIES. UMtTS $H0M MAY HAVE BEEN REDUCED EY PAID CLAMS. 07/07M co L FM TYPE OF 11SUBA POLICY NIAIBEA POLICY DATE AIfDCT� (� POUCY E11PRATION DATE pamO rM LAM 10 GENEMAL LIAM" X COMMERCIAL 11ENERAL LMIAY CLAM WOE aCCU OR OWNERS t QONTRACTOR'S PROT x BLKT ADD'L IAISl1RED 131.10754741Il5 07101/98 01101 /99 GENERAL AOGREQATE 5 2, 000,000 PRODUCTS - COMP)OP AGO 6 2,000,000 PERSONAL i AOV WARY S 1,000,000 EACH OCWRRENCE S 1,000.000 /lRE DAME VUV wa Ara) s 50,000 X BLKT WAIVER OF SUBROG. MFD EV M ono vomn) s 5,000 A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS SC IEDI A En AUTOS HIRED AUTOS X NOW)WIEO AM= DO CAP 950K957 -9 -98 Ot 101 / 9$ of i o t I99 0OM0n SINOLE LIT s 1,000.000 IY oLriRy pv ww) S E=) s PROPERTY aWGE f amlAOE LIABIM ANY AUTO AUTO] ONLY . EA ACCIOEW s OTHER THAN AUTO ONLY: offivOw - $ EACH ACCrDW AGGREGATE S G EXCESS UABNTY X ULIBRELLA FOM ornER THAN UMBRELLA FORM 3SX058069 07/01198 01/01/99 EACH OCCURRENCE = 5,000,OOD AMREGATE 5,000,000 j B WORK AS COMPENSATION ANDJToWR0r5LTWATll- EMPLOYERS* LIABILITY THE PROPRI FOW INCL TNE PARRSIMCUTIVE oFF[CERS ARE! EXC. WC107WB597 07/01/98 Ot/01199 ELEACN A=ENT s 1,000,000 EL DISEASE - POUCY LIMIT . t 1,000,000 EL Dt4PA4>: - EA EUKDYEE 1 , 000 , OaD A OTHER AUTO PHYSICAL❑M111flE DO CAP 850K957 9-98 01/O1l98 011011 SPECIFIER) PERILS DED 25 CCfl.LiSICN DED 250 rlu �� auo i>rcioy PROJECT: FEROTIN3 8 WATERPROOFING FOUR FIRE STATIONS THE CITY OF LL13BDC C IS SPECIFICALLY WARNED ADDITICNAL INSURED WITH A WAIVER OF SUBROGATICN ATIMA REGARDING THE PROJECT SHORN ABOVE. CITY OF UJBB= FM 8HUFRIELD.SEHIOR BUYER P.O. ISM 2OW WBB= TX SM UIo ANY OF THE ASM OESCf M POLIM eE CAt"LL D BEF1AE THE BMT)ON OATS TIMOF, THE WIBiG GONPANY VOLL 80FAVOR TO MAIL DAYS WW M NOTICE TO THE CUMFICATE HOIM XUkO TO THE UWr, 7W7 BUT FAl1HIE TO MAIL SUCH NOTICE SHALL IMPOSE NO 00=TUN OR UABIL" Or ANY KIND UPON THE OWW AGE 8 OR PPRESMATMES A11TIIDPZ= NEPREBEgTA • MOCUEARY HE 67-07-98 10:32 RECEIVED FROM:9727701699 P.02 07/06/98 MON 15:03 FAX 9727701699 MT DALLAS ]a 002 'Maim PRODUCER V(ryP��IMuVONY) . �7 ILA THIS CEMCATE IS fSSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE McQueary Henry Bowles LLP. a Poo Central Dr S10 1700 HOLDHR. THiS CERTIFICATE DOES NOT AMEND, MUM OR ALTER THE OOVER" AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVI:WE ww TX 75MI COMPANY A TmvslerVAsw wSURED COMPANY Lyto& Hooks Rodng Go of Lftod 1nG. B CM - REVISED 71110 P.O. Flax 20M COMPANY uAbodc TX 79408 c KBJK l - REVISED 711/aS COMPANY D Ift iS"IM T f E iidCfC $ STUD , n ~ .A' Cf TN I' N FOR THE f I INDICATED, NOTWTTHSTANDiNC ANY FIEQUIRSMEN T, TEPid OR CONDiTICN OF ANY CONTRACT OR OTHER DOCUMENT WiTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR WAY PERTAIN, THE INSURANGE AFFORDED BY THE POLICIES DESCRIBED HEREIN i5 SUBJECT TO ALL YHE TERMS, EXCLUSIONS AND GONMXWS OF SUCH POLICIES, UMTTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co LTR TYPE OF ft%VMCE POLICY NULIM POLICYERECTIVE DATE (M� POLICY EMWTIDN DATE OA=DfM LMrTB B GENERALU4BIUITY OL107547.4165 07/01198 01/01/99 C#NERALAGGREGATE 4 2,000,040 X COMMERCIAL GENMU LIABILITY PRODUCTS - COMPKIP AGG 5 2,000.000 W34 MADE IX ocan PE=NAL a ACV fNJURY $ 1 ,000, DUO OWFIERS a CONTRACTORS PROT EACH OCCURRENCE $ 1 , 000 , 000 X BLKT ADD' L I WED FIRE DAMAGE (Any am ire) S 50,000 X BLKT WAIVER OF SLIBROG, NED EXP (Any onB pmm,) S 5,000 A AUTOMCULELus»urY X ANY AUTO DO CAP 95OK957-9-98 01/01/98 01101/99 COMBINEDSINGLE LOAfr S 1.004,000 ALL OWNID AUTOS SCHEDULED AUTOS BODILY INJURY N1 pe—) S X HIRED AUTOS NON-0 AUTO BODILY NJURY (pv e:) $ PX)PEFM DANAOE S GARAGE LL40JUTY AUTO OMB-Y - EA ACCBtNr s ANY AUrO OTHER THAN AUTO ONLY: WA00*010 EACH ACCIDENT S AWREGATE $ C EXCEss LU181LTTY 3SX058069 07101 /98 01101/99 EACH OCCURRENCE s 5.000 , 000 X WSRELIA FOR11 AGGREGATE s 51000,000 $ OTHER THAN UMBRELLA FORM B WORKERS COkPEN.9ATION AND t"YEns LIABILITY THE PROPRIETOR! iNCL PARTNFASIEXEcunVE OFFICERS ARE EXCL WC1075488597 07101198 01101 /99 TD LUA4fT3 E ri. EL TACIT ACCIDENT $ 1,000,000 EL DLC 46E • POLICY LIMrT !' 1 , 000 , 000 EL DISEASE - EA EMPLOYEE Il 1,000,000 A OTHER AUfD PHYSICAL DMAGE DD CAP 950K957-9-98 01101/98 01/01129 SPECIFIED PERILS DED 25 COLLISION D® 250 FAXR#1m�8-� 4 TIONSNEHiCLEtitSPECIAI ITEdi PROJECT: REROOFING 8 WATERPRJOFII44 FCLR FIRE STATIONS THE CITY OF LLM380CK IS SPECIFICALLY NAMED ADDITIONAL IMED WITH A SPECIFIC WAIVER OF SUSP,OGATION UNDER THE GENEML LIABILITY POLICY REGARDiiG THE PROJECT SHE/N ABCNE. _._.... ..._.. fwLLN.ti��Nlnrtt r��f.-.'��. �= -�4�r!I�f•a .. �({}y�Yy�.y, ,�.. '7y'�,i �iql Y2rl BHOULD ANY OF THE ABOVE DE4^.ROED POLICIES BE CANCEIIED BEFORE THE CITY OF LUBBOCI( R)N SHUFFEM-SENIOR BUYER EXPIRATION DATE THEREOF, THE EMINM COIAPANY WILL ENDEAVOR TO NAIL SO DAYS AMTE1 NOTICE TO THE CERTTOTE HOLDER NAMED TO THE LEFT, P.O. BOX 2000 LUBBOCK TX 79M BUT FAILURE TO NAIL SI NUME 9-L4U_ IIMPOSG NO ON"TTCN OR LIABILITY OF AM XND UPON THE COMPANY. ITS mlog OR REPRESENT Twz AIROM 7ED rIEPTi1 EWAMa M=MVO HRWttMM .. ax y7•m .-,r yy+P�� `_.A�r� �r.r ;L'f!Ii ��.li� f}�A�e�'P" I isdSf25� $.'�� �.. 07-06-98 15:58 RECEIVED FROM:9727701599 P.02 CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Appropriate Insurance Agent/Broker Prior to Award of Contract r I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. r i �.. Agent (Signature) Agent (Print) { Name of Agent/Broker: Address of Agent/Broker: i I City/State/Zip: Agent/Broker Telephone Number: ( Date: CONTRACTOR'S NAME: (Print or Type ) CONTRACTOR'S ADDRESS: NOTE TO AGENT/BROKER If this time requirement Is not met, the City has the right to reject this bid/proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806) 775-2165. BID 098106 - REROOFING 8, WATERPROOFING FOUR FIRE STATIONS F CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) , provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: I rr REQUIRED WORKERS' COMPENSATION COVERAGE "The Flo 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 employers 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. F No Text F F STATE OF TEXAS COUNTY OF LUBBOCK CONTRACT THIS AGREEMENT, made and entered into this 111' day of June. 1998 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through Windy Sitton, Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and Lydick -Hooks Roofing Company of Lubbock. Inc. of the City of Lubbock. County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and ` performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID #98106 - REROOFING & WATERPROOFING FOUR FIRE STATIONS - $194,143.00 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. r IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, �.. Texas in the year and day first above written. t A ST: / (h Ax", S ret AP ROVED AS TO CONTENT: r- is R presetltative APPROVED AS TO FORM: City Attorney ATTEST: Corpor Secretary wl 11111111111110 :• •• V / % CONTRACTOR: - COMPLETE ADDRESS:= Lydick -Hooks Roofing Company of Lubboct; Inc. PO Box 2605 Lubbock,Texas 79423 No Text i F 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. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit LYDICK-HOOKS ROOFING COMPANY OF LUBBOCK, INC. who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative GARY SMITH, FACILITIES MANAGER so designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or 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. 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 otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. -- 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all -- work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 2 Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. The Owners 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 Owners Representative shall be conclusive in the absence of written objection to same delivered to Owners 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. It is agreed by the Contractor that the Owners 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 Owners 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. 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 Owners Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractors agents or employees, or any other persons performing any of the work. c 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 t Representative and Contractor. 1 Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in 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. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and _ completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor _ shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for M 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. 4 Fm- Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owners 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. r„ 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owners 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 Owners 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 Contractors 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 r` 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 Owners Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractors bid, except as provided under Changes and Alterations herein. rIt is agreed that the Contractor shall perform all extra work under the direction of the Owners Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of t, the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age �, 5 Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owners Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as -- provided under Method (C)(1). If Contractor does not notify Owner's Representative prior to the commencement any extra work, any claim for payment due to alleged extra work shall be deemed waived. - It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans,: specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative prior to bidding of any discrepancies or omissions, then it shall _ be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. i • •of• I•1 9241 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. 6 Flo r I 28 131:119111; BIT., The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 7 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the t 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 r+ 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 r" payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in 1 - 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 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 r- of coverage insurance documents including workers compensation coverage for each subcontractor. A. General Liability Insurance P The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000.00 Combined Single Limit in the aggregate and per occurrence to include: it Premises and Operations i• Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. For bodily injuries, including accidental death and or property damage, $1,000,000.00 Combined Single Limit. This policy shall be submitted prior to contract execution. _ C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; '" Bodily Injury/Property Damage, $300,000.00 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance/Installation Floater Insurance The Contractor shall obtain a Builder's Risk policy in the amount of 0.0% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of $0.0 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. 1. Definitions: Certificate of coverage ("certificate") A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor' in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has 8 i 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 l „ 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. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; ii 9 l (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance -- Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. 10 r (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; (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) (v) 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; obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 12 r (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 havingmore than fifteen 15 employees a ree to comply with the Americans with Disabilities Act of ( )9 PY 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 'u._N 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. 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. Iw 13 E 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 $500 (FIVE HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for -- substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial — completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 14 r It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. r' 36. 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 r„ delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors F 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. E 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 I 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 f somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 15 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without -- limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. M�OIMUO1�YLV]V II 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. :4ItV--69-1vtU�W 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. 16 r r 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 r , 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 F Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, c Owner shall pay to the Contractor on or before the 31st 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 I'^ 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 Owners 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 E such condemned work within a reasonable time after a written notice by the Owner or the Owners Representative, Owner may remove and replace it at Contractors expense. 7 46. 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 Owners Representative. The Owner or Owners 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. ri 17 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. -- Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by _ Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no — further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any ` machinery, equipment, tools, materials or supplies then on the job; but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice — hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract _ documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the -" sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are, provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which 18 r would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said 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 which remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 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 L 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 r $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, C Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. ir• 1. F 19 1 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and '— vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owners Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 20 0- No Text t Resolution No. 5121 March 14, 1996 Item #19 fi RESOLUTION WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public works contracts for the City of Lubbock in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and WHEREAS, such wage rates were established by Resolution No. 719 enacted February is 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by Resolution No. 2502 enacted January 8, 1987; and WHEREAS, such rates need to be updated at the present time in order to reflect the '! current prevailing rate of per diem wages; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: ? THAT the general prevailing rate of per diem wages for public works contracts shall be " as set forth in the following named exhibits, which exhibits shall be attached hereto and made i a part hereof for all intents and purposes: Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Exhibit C. Overtime Rate Exhibit D: Weekend and Holiday Rate ' Such wage rates are hereby found and declared to be the general prevailing rate of per diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. i Passed by the City Council this 14th ATTEST: Betty M. Anson, City Secretary APPROVED AS TO CONTENT: avlv� Mary AndrYws, Managing Director of Human Resources APPROVED AS TO FORM: a old Willard. Assistant City Attorney HW:da/ccdocs/pubworks.res February 14, 1996 I K 7 is N:I1: City of Lubbock Building Construction Trades Prevailing Rates Craft Hourly Rate Acoustical Ceiling Installer 10.00 Air Conditioner Installer 11.00 Air Conditioner Installer -Helper 5.50 Asbestos Worker 8_00 Asbestos Supervisor 11.00 Bricklayer 11.00 Bricklayer -Helper 6.00 Carpenter 11.00 Carpenter -Helper 6.00 Cement Finisher 7.50 Drywall Hanger 10.00 Electrician 13.00 Electrician -Helper 6.00 Equipment Operator -Heavy 8.50 Equipment Operator -Light 7.50 Floor Installer 8.50 Glazier 8.00 Insulator-Piping/Boiler 9.00 Insulator -Helper 5.50 Iron Worker 8.00 Laborer -General 5.50 Mortar Mixer 5.50 Painter 9.50 Plumber 10.50 Plumber -Helper 6.00 Roofer 8.00 Roofer -Helper 5.50 Sheet Metal Worker 8.75 Sheet Metal Worker -Helper 5.50 Welder -Certified 10.00 Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 6.00 Asphalt Shoveler 5.50 Concrete Finisher 7.35 Concrete Finisher -Helper 5.75 Electrician 10.50 Flagger 5.50 Form Setter 6.50 Form Setter -Helper 5.50 Laborer -General 5.50 Laborer -Utility 6.25 Mechanic 7.25 Mechanic -Helper 5.50. Power Equipment Operators Asphalt Paving Machine 7.00 Bulldozer 7.00 Concrete Paving Machine 7.00 Front End Loader 6.50 Heavy Equipment Operator 7.00 Light Equipment Operator 6.50 Motor Grader Operator 8.50 Roller 6.00 Scraper 6.50 Tractor 6.50 Truck Driver -Light 6.00 Truck Driver -Heavy 6.50 r., 15:451:1VIN Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. EXHIBIT D Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is 1 1/2 times base rate. No Text REROOFING & WATERPROOFING FOUR FIRE STATIONS CITY OF LUBBOCK LUBBOCK, TEXAS DIVISION 1 - GENERAL CONDITIQNS 01010 Special Conditions 1-2 01090 Reference Standards 1-3 01340 Shop Drawings, Product Data and Samples 1-2 01500 Construction Facilities and Temporary Controls 1-2 01600 Materials 1-3 01700 Contract Close-out 1-3 DIVISION_- SITE WORK 02200 Earthwork 1-5 D I V I S ION A__.._ MASONRY 04500 Masonry Restoration and Sealing 1-6 DIVISION 6 - WOODS & PLASTICS 06100 Rough Carpentry 1-3 D=-LM-7----THERMAL /I Q=URK_BR4TE_CTION 07110 Sheet Membrane Waterproofing 1-3 07540 Modified Bieumen Roofing 1-8 07600 Sheet Metal Flashing 1-3 07900 Caulking and Sealants 1-2 DjjuSION 9-__�FTNTSHES 109900 Painting and Finishing 1-4 r 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. The work of this Contract consists of the furnishing of all labor, materials, services, equipment, and appliances required in conjunction with the reroofing and waterproofing of four Fire Stations for the City of Lubbock, Texas as indicated on the Drawings 4 and Specifications herein. B. The Drawings and Specifications do not necessarily indicate or describe all work required for completion of Project. Contractor shall provide and install all incidentals reasonably inferable from the Contract Documents that are required for a complete project. C. These documents describe the essential elements sufficiently to r determine the scope of the Project. D. Provide all items required for complete operating systems including items not necessarily shown in these documents, but that can be reasonably inferred as being required for the complete operating system. E. The Drawings and Specifications indicate the basic quality of materials and quality of construction required for the entire r project. ( F. Field measurements are required for all bidding purposes. G. Site Inspection. Contact: George Lisenbe, Building & Energy Administrator City of Lubbock Lubbock, Texas. Phone (806) 775-2200 Appointments must be scheduled in advance of the site inspection. 1.02 RELATED DOCUMENTS The requirements of this Section are in extension and are in addition to the requirements of the General Conditions of the Contract, Forms, Specification Sections found in Division 1 through Division 16 and all Drawings. I 1.03 CONTRACT A. The Contract will be executed as a lump -sum agreement on the forms provided by the Owner. B. Employ subcontractors for the disconnect, re -connect and installation of all mechanical, electrical and gas line work in conjunction with all work required, or implied, to be performed by licenses mechanics of these disciplines: 1.04 CONTRACTOR'S USE OF PREMISES A. Contractor shall be responsible for monitoring the! use of premises by Contractor's employees and Subcontractors. B. Access routes for delivery of materials and equipment shall be as indicated by Owner. Do not use access routes other than those indicated without permission of the Owner. C. Assume full responsibility for the protection and safekeeping of Products under this Contract, stored on the site. Store materials and products only in those areas indicated for staging. D. Protect existing lawns, sidewalks, pavements, curbs and utilities subject to damage by work under this Contract. Repair or replace any existing work damaged by the Contractor. E. Parking areas for Contractor's personnel shall be on the project site to the extent it does not interfere with ongoing contract work and in areas designated by the Owner. Fire Stations 01010-1 1.05 WORK ON PROPERTY A. Obtain and pay all fees required applicable governing authorities, prior to commencing work on the Project. B. Post all notices and warning signs required by applicable governing authorities. C. Perform work on this Project in accordance with local codes and ordinance and utility company requirements. PART 2 - PRODUCTS Not Used PART I - EXECUTION Not Used END OF SECTION Fire Stations 01010-2 r SE-CTIQN__91.Q9Q__- REFERENCE STANDARDS 1.01 REQUIREMENTS INCLUDED A. Applicability of Reference Standards B. Provision of Reference Standards at Site C. Acronyms used in Contract Documents for Reference Standards. 1.02 RELATED REQUIREMENTS Uniform General Conditions, Supplementary General Conditions, Forms, Specification Sections found in Division 1 through Division 16 and all Drawings apply to Work specified in this Section. 1.03 QUALITY ASSURANCE A. For products or workmanship specified by association, trade or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified and are required by applicable codes. B. The date of the standards is that in effect as of the Bid date, except when a specific data is specified. C. When referenced by individual Specification Section, obtain a copy of standard. Maintain copy at job site, and make accessible to the Architect at all times during submittals, planning and progress of the specific work, until Substantial Completion. 1.04 SCHEDULE OF REFERENCES AABC Associated Air Balance council 2146 W. Sunset Blvd., Los Angeles, CA 90026 ACI American Concrete Institute Box 19150, Redford Station, Detroit, MI 48129 AFBMA Antifriction Bearing Manufacturers Association AGC Associated General Contractors of America AIB American Institute of Baking AISC American Iron and Steel Institute 1000 16th St., N.W., Washington, DC 20036 AISC American Institute of Steel Construction, Inc. 400 N. Michigan, 8th Floor, Chicago, IL 60611 AMCA Air Moving & Conditioning Association 30 W. University, Arlington Hts., IL 60004 ANSI American National Standards Institute 1430 Broadway, New York, NY 10018 } APA American Plywood Association 7011 S. 19th St., Tacoma, WA 98466 ARI Air Conditioning and Refrigeration Institute 1501 Wilson, 6th Floor, Arlington, VA 22209 ASA Acoustical Society of America i� Fire Stations 01090-1 4 ASC Adhesive and Sealant Council ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American.Society for Testing & Materials AWPA American Wood Preservers' Association 7745 Old Georgetown, Bethesda, MD 20014 AWPB American Wood Preservers Bureau AWS American Welding Society, Inc. AWWA American Water Words Association, Inc. BHMA Builder's Hardware Manufacturer's Association CISCA Ceilings and Interior Systems Contraction Association CSI Construction Specifications Institute, Inc. CTI Cooling Tower Institute DHI Door and Hardware Institute EIA Electronics Industries Association FCC Federal Communications Commission FM Factory Mutual Corporation FS Federal Specifications and Federal Standards IEEE Institute of Electrical and Electronics Engineers, Inc. ISA Institute Society of America MICA Midwest Insulation Contractors Association NBS National Bureau of Standards (U.S. Department of Commerce) NEBB National Environmental Balancing Bureau NEC National Electric Code, NFPA 70-84 NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NIOSH National Institute of Occupational Safety and Health NRCA National Roofing Contractor's Association NSF National Sanitation Foundation NSPE National Society of Professional Engineers Fire Stations 01090-2 OSHA Occupational Safety and Health Act PDCA Painting and Decorating Contractors of America PS Product Standards of NBS SAE Society of Automotive Engineers rSBCCI Southern Building Code Congress SDI Steel Deck Institute ` l SDI Steel Door Institute SMACNA Sheet Metal and Air Conditioning Contractor's National Association SSPC Steel Structures Painting Council UL Underwriter's Laboratories, Inc. rPART 2 - PRODUCTS ` Not Used PART 3 - EXECUTION Not Used END OF SECTION. 1. r C` r Fire Stations 01090-3 r� SECTION 01340-.SHQP_DRAWINGS.,._PRODDICT...DATA AND -SAMPLES 1.01 GENERAL: A. Refer to General Conditions, Article 4.12. B. Submit to the Construction Manager shop drawings, product data and samples required by speficiation sections. C. Prepare and submit a list of required submittals of Shop Drawings, Product Data and Samples. List submittal items in numerical order of specification section numbers. Identify each submittal in list with t an item number, specification section number, name of product and type of submittal (Shop Drawings, Product Data, Samples). Include r� dates for submission and need dates for each item. 1.02 SHOP DRAWINGS: A. Original drawings, prepared by Contractor, subcontractor, supplier or distributor, which illustrate some portion of the work, showing fabrication, layout, setting or erection details, prepared by a qualified detailer. B. Reproductions for Submittals: Reproductible transparency with one opaque print. 1.03 PRODUCT DATA: A. Manufacturer's standard schematic drawings: 1. Modify drawings to delete information which is not applicable to Project. 2. Supplement standard information to provide additional information applicable to Project. B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data: r 1. Clearly mark each copy to identify pertinent materials, products l or models. 2. Show dimensions and clearances required. 3. 4. Show performance characteristics and capacities. Show wiring diagrams and controls. 1.04 SAMPLES: A. Physical examples to illustrate materials, equipment and workmanship, and to establish standards by which completed work is judged. B. Field samples and mock-ups: 1. Erect at Project site at location acceptable to Architect. 2. Construct each sample or mock-up complete including work of all trades required in finished work. 1.05 CONTRACTOR'S RESPONSIBILITIES: A. Review shop drawings, product data and samples prior to submission to Architect. Initial, sign, or stamp, certifying to review of r submittal. B. Verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. ( C. Coordinate each submittal with requirements of work and contract documents. r.. D. Contractor's responsibility for errors and omissions in submittals is not relieved by Architect's review of submittals. E. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not relieved by Architect's r f �^ Fire Stations 01340-1 review of submittals, unless Architect gives written acceptance of — specific deviations. F. Notify Architect, in writing at time of submission, of deviations in submittals from requirements of Contract Documents. G. Begin no work which requires submittals until return of submittals with Architect's stamp and initials or signature indicating review. H. After Architect's review, distribute copies. 1.06 SUBMISSION REQUIREMENTS: A. Schedule submissions at least 30 days . before date reviewed submittals will be needed, in .accordance with approved submittal schedule. B. Submit 1 reproducible transparency and one opaque print of shop — drawings for structural steel components. C. Submit number of copies of product data which Contractor requires for distribution, plus 3 copies which will be retained by Architect. D. Submit number of -samples specified in each of specification sections. E. Accompany each submittal with transmittal letter, in duplicate, containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. — 4. The number of each Shop Drawing, Product Data and Sample submitted. 5. Notification of deviations from Contract Documents. 6. Other pertinent data. F. Submittals shall include: 1. Date and revision dates. 2. Project title. 3. Names of Architect, Contractor, subcontractor, — supplier and manufacturer. 4. Identification of product or material. 5. Relation to adjacent structure or materials. 6. Field dimensions, clearly identified as such. 7. Applicable reference standards. B. Other pertinent data required by Specifications. 9. Identification of deviations from Contract Documents. 10. Construction Manager and Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract documents. 11,. Space large enough to accept Architect's approval stamp (3" x 1-1/2"). 1.07 RESUBMISSION REQUIREMENTS: A. Shop Drawings: — 1. Revise initial drawings as required and resubmit as specified for initial submittal. 2. Indicate on drawings any .changes which have been made, other than those requested by Architect. B. Product Data and Samples: Submit new data and samples as required for initial submittal. 1.08 DISTRIBUTION OF SUBMITTALS AFTER REVIEW: A. Distribute copies of shop drawings and product data which carry Architect's stamp as required for construction, including Contractor's file, job site file, record documents file, other prime — contractors, subcontractors, supplier and fabricator.. END OF SECTION Fire Stations 01340-2 f rSECTION 01500 - CONSTRUCTION_FACILIT.IES'MD TEMPORARY CONTROL.$ 6 PART 1 - GENERAL, 1.01 REQUIREMENTS INCLUDE A. Electricity, Lighting B. Heat, Ventilation C. Telephone Service D. Water E. Sanitary Facilities F. Barriers G. Enclosures H. Protection I. Water Control J. Cleaning During Construction K. Field Sheds L. Field Office 1.02 RELATED REQUIREMENTS Uniform General Conditions, Supplementary General Conditions, Forms, Specification Sections found in Division 1 through Division 16 and all Drawings apply to Work specified in this Section. 1.03 ELECTRICITY, LIGHTING iii A. Connect to existing service, provide branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords in accordance with NEC Art. 305. TB. Provide min. 30 foot candles of lighting for night time construction operations. C. Existing and permanent lighting may be used during construction. Maintain lighting and routine repairs. 1.04 HEAT, VENTILATION A. Coordinate use of existing facilities with Owner, extend and l supplement with temporary units as required to maintain specified l conditions for construction operations, to protect materials and finishes from damage due to temperature or humidity. B. Prior to operation of permanent facilities for temporary purposes, verify that installation is approved for operations, and that filters are in place. Provide and pay for operation, maintenance, and final cleaning and adjusting. C. Provide ventilation of enclosed areas to cure materials, to disperse humidity, and to prevent accumulations of dust, fumes, vapors and gases. 1.05 TELEPHONE SERVICES The Contractor will not be allowed usage of Owner's telephones. He may at his option provide a telephone at the project site or provide his Superintendent with a mobile telephone. All number(s) including a 24- hour number shall be provided to the Architect. 1.06 WATER Connect to existing facilities; extend branch piping with outlets located so water is available for use of hoses. Place a control devise on each hose in order that water will not run freely when left on. Patch all holes in lines, fittings, etc. and maintain in serviceable condition throughout the project. �^ Fire Stations 01500-1 k 1.07 SANITARY FACILITIES Portable toilets will be provided by the Contractor for his use. He will keep them locked at all times and maintain them in a sanitary condition at a location designated by the Architect. 1.08 BARRIERS A. Provide as required to prevent public entry to construction areas, to provide for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations. B. Provide barriers around trees and plants in affected areas. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running ,water. C. Provide six feet (6') high chain link fencing around all ground operations. Gates into the containment area will be provided with padlocks with a key provided to the Architect and other designated Owner's Representative(s). D. See individual Section 04500 for protective construction barriers for the respective trades. 1.09 PROTECTION OF INSTALLED WORK A. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage. B. Provide protective covering to walls, projections, jambs, sills, and soffits of openings. C. Prohibit traffic and storage on waterproofed and roofed surfaces, on lawn and landscaped areas not identified by Owner's Maintenance for those purposes. 1.10 WATER CONTROL Maintain site free of running water. 1.11 CLEANING DURING CONSTRUCTION Control accumulation of waste and debris and rubbish on a daily basis and dispose of off site. Clean interior areas prior to start of any finish work and maintain all areas free of contamination. It is imperative that construction debris will be kept to an absolute minimum @ Fire Station_414 concrete drive, so to avoid puncturing emergency vehicle tires. 1.12 FIELD SHEDS Storage sheds for tools, materials and equipment shall be weather tight with heat and ventilation for products requiring same. 1.14 REMOVAL A. Remove temporary materials, equipment, services and construction prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary facilities. Restore existing construction to specified or original condition. C. All grounds will be restored to a like -original condition. If the grounds are Bermuda grass, seeding is permitted. If it is St. Augustine grass, it will be re -sodded. PART 2 - PRODUCTS NOT USED PART 3—EXECUTION NOT USED END OF SECTION Fire Stations 01500-2 A F 1.01 UNAVAILABILITY OR LATE DELIVERIES: Contractor shall order and schedule delivery of materials in ample time to avoid delays in construction. If an item is found to be unavailable, Contractor shall notify Architect/Engineer immediately to permit mutual selection of suitable substitute. If Contractor fails to order materials in ample time to avoid delays in construction, an approved material shall be substituted at no extra cost to the Owner. Or, at the Architect/Engineer's discretion, approval of a substitute will be given only upon agreement by the Contractor to remove substituted material at a later date agreeable to Owner, and replace it at Contractor's expense with material originally specified. Such approval shall be subject to the same terms as for "Substitutions". 1.02 MATERIAL TESTING: A. Laboratory tests and inspections specified or required of material and finish articles incorporated in the work shall be made by bureaus, laboratories or agencies approved by the Architect/Engineer. Reports will be submitted to the Architect/Engineer or distributed as established at the preconstruction conference. Cost of testing and inspections will be paid for by the Owner. B. Contractor shall furnish promptly, without additional charge, all reasonable facilities, labor, and materials necessary for safe and convenient inspection and tests required by the Architect/Engineer. Inspection and tests will be performed in manner not to delay work unnecessarily. Contractor will be charged with cost of extra inspection when material or work is not ready at time inspection is required. C. Test samples as Architect/Engineer may deem necessary shall be procured from material or equipment delivered for use in the work. If any test sample fails to meet specification requirements: 1. Previous approval may be withdrawn and such material or equipment may be subject to removal and replacement by Contractor at his expense with material or equipment meeting specification requirements. 2. Architect/Engineer may refuse consideration of further samples of same brand or make for testing. In any case, Owner will pay cost of only one additional test of material for same usage; should second sample of same or like material also fail test, Contractor shall bear cost of all further testing until Architect/Engineer's approval is granted. 3. At Owner's discretion, defective material and equipment may be permitted to remain in place subject to adjustment of Contract price. 1.03 MATCHING MATERIALS: Materials required to match existing work and not otherwise specified, shall be equal to the existing work in quality, color and finish. Workmanship and installation shall be comparable to adjacent existing work. The Owner shall be the sole authority in the determination of an acceptable match. �. 1.04 SPECIFIED ITEMS - SUBSTITUTIONS: In addition to the requirements of the following applies: l A. Whenever catalog numbers and l followed by the designation "or a designated material, product, specifications, they are used to General Conditions Article V, 5.13 specified brands or trade names, equal" are used in conjunction with thing or service mentioned in these establish the standards of quality Fire Stations 01600-1 and utility required. Substitutions which are equal in quality and utility to those specified will be approved, subject to the following provisions: All substitutions must be approved by the Architect/Engineer and Owner in writing. For this purpose the Contractor shall submit to the Architect/Engineer within 35 calendar -' days after recording of the Contract, a typewritten list containing a description of each proposed substitute item or material. Sufficient data, drawings, samples, literature or other detailed information as will demonstrate to the Architect/Engineer that the proposed substitute is equal in quality and utility to the material specified shall be appended to this list. The Architect/Engineer will approve after receiving written concurrence from the Owner, in -- writing, such proposed substitutions as are, in his opinion, equal in quality and utility to the times or materials specified. Such approval shall not relieve the Contractor from complying with the requirements of the Drawings and Specifications, and the Contractor shall be responsible at his own expense for any changes resulting from his proposed substitutions which affect other parts of the work. B. Failure of the Contractor to submit proposed substitutions for approval in the manner described and within the time prescribed shall be sufficient cause for disapproval by the Architect/Engineer or any substitutions otherwise proposed. C. Whenever catalog numbers and specific brands or trade names are not followed by the designation "or equal" or used in conjunction with a designated material, product, thing or service mentioned in these specifications, no substitutions will be approved. 1.05 SUBSTITUTIONS: Substitutions of any materials other than those specifically called for shall be submitted to the Architect/Engineer for approval. 1.06 ITEMS SPECIFIED BY TRADE NAME: Reference to items by specific trade name is made as a basis of quality and function. Equivalent items may be used in their stead; however, the right of determining such quality shall remain with the Owner's Representative. The terms "similar to", "approved", or "or equal" or similar phrases shall be interpreted similarly. 1.07 LABELS: Manufacturer's or trade names together with model or serial designations, grade markings, fire ratings, etc. will be permitted and are required on certain components of the work. These items shall be placed in concealed, but accessible locations, and absolutely no labels advertising any manufacturer or trade name will be permitted on exposed portions of components without written authorization from Architect/Engineer. 1.08 MATERIALS STORAGE: A. The Contractor will be allowed space on the grounds for the storage of his materials, but he shall provide all necessary enclosures, doors, and locks, and he shall be solely responsible for the safekeeping of all materials, tools, etc., stored therein. B. Such storage facilities shall be moved when so directed by the Architect/Engineer at the Contractor's expense. After completion of the work, they shall be completely removed and all materials taken from the premises. Fire Stations 01600-2 I! 1.09 MANUFACTURER'S DIRECTIONS: A. All manufactured articles, materials and equipment shall be applied, installed, connected, erected, secured, used, cleaned and put in operation as recommended, directed or specified by the manufacturer, for the type of installation called for. B. Where work is specified to be in accordance with product manufacturer's directions, Contractor shall procure such information in sufficient quantities to supply interested parties. 1.10 TEST REPORT COPIES: A. The testing laboratory agency shall supply copies of all tests, reports, and inspections to the following: Owner - 2 copies Architect - 1 copy General Contractor - 2 copies Consulting Structural Engineers - 1 copy. END OF SECTION Fire Stations 01600-3 7 RECTIM 01700 - CONTRACT CLOSEOUT PART I - GENERAL 1.01 REQUIREMENTS INCLUDE A. Closeout Procedures B. Final Cleaning C. Project Record Documents D. Operation and Maintenance Data E. Warranties and Bonds F. Spare Parts and Maintenance Materials 1.02 RELATED REQUIREMENTS Uniform General Conditions, Supplementary General Conditions, Forms, Specification Sections found in Division 1 through Division 16 and all Drawings apply to Work specified in this Section. 1.03 DESCRIPTION OF REQUIREMENTS Definitions: Closeout is hereby defined to include general requirements near end of Contract Time, in preparation for final acceptance, final payment, normal termination of contract, occupancy by owner and similar actions evidencing completion of the work. Specific requirements for individual units of work are specified in sections of Division 2 through 16. Time of closeout is directly related to "Substantial Completion", and therefore may be either a single time period for the entire work or a series of time periods for individual parts of the work which have been certified as substantially complete at different dates. That time variation (if any) shall be applicable to other provisions of this Section. 1.04 PREREQUISITES TO SUBSTANTIAL COMPLETION General: Prior to requesting Owner's inspection for Certification of Substantial Completion list known exceptions in the Work. Include supporting documentation for completion as indicated in these Contract Documents. Submit specific warranties, workmanship/maintenance documents, maintenance agreements, final certifications and similar documents. Submit record drawings, maintenance manuals, and similar documents. rDeliver tools, spare parts, extra stocks of materials, and similar t physical items to owner. r� Make final change -over of locks and transmit keys to Owner, and advise f �t. Owner's personnel of change -over in security provisions. Complete start-up testing of systems, and instructions of Owner's operating/maintenance personnel. Discontinue (or change over) and remove j from project site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements. Complete final cleaning requirements, including touch-up of marred I surfaces. Inspection Procedures: Upon receipt of Contractor's request, Owner will either proceed with inspection or advise Contractor of pre- requisites not fulfilled. Following initial inspection, Owner will either prepare Certificate of Substantial Completion, or advise Contractor of work which must be performed prior to issuance of p certificates; and repeat inspection when requested and assured that work r' Fire Stations 01700-1 has been substantially completed. Results of completed inspection will form initial "punch -list" for final acceptance. 1.05 PREREQUISITES TO FINAL ACCEPTANCE General: Prior to requesting Owner's final inspection for certification of final acceptance and final payment, as required by General Conditions, complete the following and list known exceptions (if any) in request: Submit final payment request with final releases and supporting documentation not previously submitted and accepted. Owner's required "Contractor's Affidavit of Bills Paid" will be a final item. Contractor will provide two (2) copies of all as -built drawings. All _ closeout documents must be submitted in triplicate. Submit copy of Owner's final punchlist of itemized work to be completed _ or corrected, stating that each item has been completed or otherwise resolved for acceptance. Submit Consent of Surety. Submit final liquidated damages settlement statement, if any, acceptable to Owner. Re -inspection Procedure: Upon receipt of Contractor's notice that work has been complete, including punchlist items resulting from earlier inspections, and excepting incomplete items because of acceptable circumstances, Owner will re -inspect work. Upon completion of re - inspection, Owner will either prepare certificate of final acceptance or advise Contractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated. 1.06 RECORD DOCUMENTS SUBMITTALS General: Specific requirements for record documents are indicated in -- sections of these specifications. Other requirements are indicated in General Conditions. General submittal requirements are indicated in "Submittals" section. Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire - resistive location; provide access to record documents for Owner's reference during normal working hours. Record Drawings: Maintain a white -print set (blue -line or black - line) of Contract Drawings and shop drawings in clean, undamaged condition, with mark-up of actual installations which vary substantially from the work as originally shown. Mark whichever drawing is most capable of showing "field" conditions fully and accurately; however, where shop drawings are used for mark-up, record a cross-reference at corresponding location on working drawings. Mark with red erasable pencil and, where feasible, use other colors to distinguish between _ variations in separate categories of work. Mark-up new information which is recognized to be of importance to Owner, but was for some reason not shown on either contract drawings or shop drawings. Give particular _ attention to concealed work, which would be difficult to measures and record at a later date. Note related change order numbers where applicable. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on cover of each set. Fire Stations 01700-2 F Record Specifications: Maintain one copy of specifications, 4 including addenda, change orders and similar modifications issued in printed form during construction, and mark-up variations (of substance) in actual work in comparison with text of specifications and modifications as issued. Give particular attention to substitutions, selection of options, and similar information on work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Note related record drawing information and product data, where applicable. Upon completion of mark-up, submit to Architect for Owner's records. 1.07 FINAL CLEANING General; Special cleaning for specific units of Work is specified in ` sections of Divisions 2 through 16. General cleaning during progress of Work is specified in General Conditions and as temporary services in "Temporary Facilities" section of this Division. Provide final cleaning t of the Work, at time indicated, consisting of cleaning each surface or unit of work to normal "clean" condition expected for a first-class building cleaning and maintenance program. Clean project site (yard and grounds), including landscape development areas, of litter and foreign substances. Sweep paved areas to a broom -clean condition; remove stains, petro-chemical spills and other foreign deposits. Rake grounds which are fy+ neither planted or paved, to a smooth, even -textures surface. Removal of Protection: Except as otherwise indicated or requested by Architect, remove temporary protection devices and facilities which were installed during course of the Work to protect previously completed work during remainder of construction period. Compliances: Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at site, or bury debris or excess materials on Owner's property, or discharge volatile or other harmful or dangerous materials into drainage systems; remove waste r• materials from site and dispose of in a lawful manner. i Where extra materials of value remain after completion of associated work have become Owner's property, dispose of these to Owner's best r' advantage as directed. 1.08 WARRANTIES AND BONDS A. Provide triplicate, notarized copies. Execute Contractor's submittals and assemble documents by subcontractors, suppliers and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. B. Submit material prior to final application for payment. For equipment put into use with Owner's permission during construction, submit within ten days after first operation. For items of work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED F END OF SECTION r Fire Stations 01700-3 fPOW t SECTION 02200 _- EARTHWORK PART _1__- GENERAL 1.01 WORK INCLUDED (FOR FIRE STATION NO. 03 ONLY) A. The following are minimum requirements applicable to this project. In cases of conflict or disagreement with other sections of these specifications, the plans, or any applicable laws, ordinances, codes or regulations, the more stringent requirement shall govern. B. OSHA Excavation requirements per 29 CRF 1926, Subpart P, Excavations, shall be made a part of these Specifications by reference. 1.02 DISCRIPTION A. The term "earthwork" used herein shall mean excavation, filling, grading, and subgrade preparations, whether such operations are a separate major contract, subcontract, or are incidental as part of work by other trades. This work includes, but is not necessarily limited to, cutting and filling to obtain rough and finish site grading, subgrade construction, and excavation for purposes of waterproofing existing below grade basement walls 1.03 RELATED WORK A. Demolition, clearing, and grubbing B. Portland Cement Concrete Sidewalk Replacement. 1.04 DEFINITIONS A. Excavation shall mean the removal of soil materials to design depths and elevations necessary to expose existing basement walls for waterproofing. B. F JJ in_q shall mean the placement of soil lifts with approved materials to raise the grade to design elevations for finish elevations. C. Structural gill shall mean all materials approved for specific uses of raising the grade below slabs and walks and for backfilling excavations made below or adjacent to any structure. D. On -site Material shall mean any material found naturally on the site. E. Imported Material shall mean any material hauled to the site from off -site areas to be incorporated into the work, subject to approval for the intended use. F. Backfilling shall mean the filling of any excavation with materials approved for the specific use. G. Unsuitable Soil Excavation shall mean the removal of any soil materials determined to be deficient for use under slabs, walks or other structures or uses. H. Subgs'A" shall mean the completed soil foundation on which any base materials, pavements, walks, slabs or other structures will be constructed. I. AST is the American Society for Testing Materials; referenced ASTM specifications or test procedures shall mean the latest edition thereof. 1.05 QUALITY ASSURANCE A. The Contractor shall provide the services of any independent 7 commercial geotechnical and/or soil testing laboratory for the purposes of performing in -place moisture -density tests, materials tests, examinations, and recommendations as to suitability of soil g^' materials proposed by Contractor to be incorporated into the work, i !�` Fire Stations 02200-1 site inspections during progress of work under this section, and other purposes which the Owner or Architect may occasionally deem necessary to insure adherence to the project specifications. B. Contractor shall notify the testing laboratory when parts of the work will be ready for any required tests or inspections far enough in advance to avoid unnecessary delays. C. Contractor shall notify the testing laboratory of proposed off -site borrow areas, if any, at least 5 (five) days in advance of intent _ to use materials from such areas, so that the laboratory can verify acceptability of the materials for the intended use. If requested by the laboratory, Contractor shall supply suitable quantities of said material to the laboratory for testing, or shall make the — borrow area accessible to the lab's employees for sampling purposes. D. Copies of all test reports shall be sent to the Owner, Architect, and Contractor. 1.06 SITE CONDITIONS A. Any data presented in soil or subsurface investigations made available to Contractor either as an exhibit included with these specifications or separately are presented solely for the convenience of the Contractor. Such data is not intended as an indication of all conditions which may be encountered on -site during prosecution of work under this contract. Contractor is left to reach his own conclusions from any data presented. Contractor may, after prior written approval by Owner, make further test borings or other specific exploratory examinations of site conditions at his own expense. B. Contractor shall verify locations of all utilities within the limits of construction with respective .utility company or owner. _ Should unknown or incorrectly located underground facilities be l encountered during excavation work, the respective utility company or owner shall be contacted immediately. C. Contractor shall take adequate means to support or otherwise protect all structures, pavements, utilities, walks, and other improvements intended to remain intact, both on -site and on adjacent properties, from damages that may result from earthwork operations. D. Any planned interruptions to existing utility services necessitated by this work shall be preceded by Contractor issuing notice to the Architect, utility, and any governing authorities having jurisdiction, a minimum of 48 hours prior to the planned interruption. Additionally, Contractor shall obtain written authorization to proceed as necessary. E. Contractor shall notify the Architect of any substantive conditions ,encountered on -site that are inconsistent with the plans and specifications. 2.01 MATERIALS A. Structural fill material may be on -site or imported material, subject to the approval of the Architect, and in general shall be a material free of injurious amounts of clay, organics, or other problematic constituents, shall have no particles larger than 3" in any dimension, shall have a maximum liquid limit of 32, and shall have a maximum plasticity index of 15. B. Unsuitable soils for use as structural fill are defined under ASTM Designation D2487 (based on the Unified Soil Classification System) as ML, OL, CH, MS, OH, and PT. Fire Stations 02200-2 PART-3 - EXECUTION i' 4 3.01 PREPARATION A. Contractor shall locate and barricade as necessary for adequate protection all property corners, improvements, and benchmarks intended to remain intact. Contractor shall notify Architect of proposed start-up date. r B. Contractor shall notify Architect of any substantive deviations on - site from anticipated conditions that may affect the laying out, �• construction, or quality of the work. 3.02 TESTING AND INSPECTIONS A. Contractor shall coordinate with the commercial testing laboratory to assure that laboratory and field quality control tests and inspections are performed as required and in a manner to least impede the orderly progression of the work. The laboratory shall perform tests on all fill and natural subgrade materials proposed to be incorporated into the work to assure adherence to the specifications. These tests may include, but may not necessarily be limited to, sieve analyses, determination of moisture -density relationships, determination of relative density relationships (for cohesionless soils), and determination of Atterberg Limits where required by soil type. Field inspections may include, but may not necessarily be limited to, determination of field moisture -density relationships, determination of limits of unsuitable soils, miscellaneous sampling operations, and inspections of excavations. B. Contractor shall verify that finish subgrade elevations are within specified tolerances before proceeding with the work. 3.03 EXCAVATION A. In areas of cut, Contractor shall excavate the site materials down to design subgrade elevations. Excavated materials shall be used for the construction of embankments, structural fills, and subgrades provided the materials are found to be acceptable for the intended use by the testing laboratory and/or the Architect. B. Unsuitable soils found duringexcavation operations shall be removed and replaced with satisfactory materials. Limits of excavation of unsuitable soils shall be determine by the testing laboratory and/or the Architect. Unsuitable soils that cannot be utilized elsewhere on -site shall be removed off -site. C. If rock is encountered during excavation operations, Contractor shall notify the Architect in order that suitable measurements may be taken to determine the extent of the rock and work required to remove it. If unit prices have not been supplied for rock excavation, prices must be agreed upon and documented with Contractor, Owner, and Architect prior to performing rock excavation. D. Excavation, including over -excavation and remedial measures therefore, for building footings, foundations, and other building structural excavations, shall be as per requirements detailed with building construction specifications. E. Excavations, especially trenches and structural excavations, shall be kept dry and protected from stormwater runoff and erosion. Dewatering by use of portable pumps shall be utilized if required to keep the work dry and free of ponded water. F. Contractor shall notify the Architect and the appointed testing laboratory if any buried tanks, soil contamination, unusual odors, or other significant unexpected subsurface conditions are encountered during excavation work. r r' Fire Stations 02200-3 3.04 GRADING A. In general, areas adjacent to building lines shall be graded to drain away from the building and structures during the course of the work. Contractor shall construct and maintain temporary ditches or swales, berms, or other protection as may be required to prevent substantial amounts of ponding or inundation of work within areas of structures. 3.05 FILLING A. All surfaces or areas to receive fill shall be inspected and approved by a representative of the appointed testing laboratory and/or the Architect before placement of fill materials. B. Structural fill material shall be used for raising the grade back to existing elevation. If insufficient suitable material exists on - site to complete subgrade areas, Contractor shall secure approval from the Architect for a source of imported material. Subgrades shall be finished to planned elevations unless otherwise authorized in writing by the Architect. C. Fill materials shall be placed in layers of uniform thickness not to exceed 8" loose depth. Materials to be compacted by hand - operated equipment shall be placed in lifts of 4" loose depth maximum. D. Do not incorporate frozen material into the fill lifts. E. Stones, rocks,. or other particles larger than 3" diameter shall be removed from the final fill lift and shall not be present in the top 6" of completed embankment. 3.06 COMPACTION A. Theoretical maximum densities for soils used shall be as determined in accordance with ASTM D698 for cohesive soil materials, and relative densities as determined in accordance with ASTM D2049 for cohesionless soils (granular materials that will not produce a well-defined moisture -density relationship). B. Maximum compaction requirements shall be as follows: 1. Fill materials in all areas, no less than 92% ASTM D698 for cohesive material; no less than 100% ASTM D2049 for granular material. C. Fill materials shall be uniformly moistened or dried as necessary to obtain uniform moisture conditions within the specified limits. Cohesive soil material shall have a moisture content with +1% to -4% of the laboratory determined optimum, and with ±3% for granular materials. D. Contractor shall utilize only processing and compaction equipment designed specifically for the types of soil materials being used. 3.07 FIELD QUALITY CONTROL A. Contractor shall coordinate timing of required field quality control tests and inspections with the appointed testing laboratory. Testing laboratory employees shall be allowed complete access to the work in order to inspect, test, and approve fill lifts, excavations surfaces, and subgrades prior to performance of further construction thereon. B. Field density tests shall be performed in accordance with ASTM D2922 (nuclear density method), ASTM D2167 (rubber balloon density method), or ASTM D1556 (sand cone density method), except that the same method shall be employed for all field density tests unless otherwise approved by the Architect. The exact number and locations of these in -place density tests shall be at the option of the testing laboratory subject to review and approval by the Architect. The following shall serve as minimum requirements in this regard: Fire Stations 02200-4 rl` F r 1. In no case shall the number and locations of tests be less than i that needed to assure adherence to specified density t requirements. At least one test per 8" - 12" lift of foundation backfill. r" C. Contractor shall provide additional processing and compaction of areas determined to be defective by the inspections and testing results until satisfactory results are obtained. If in the opinion rof the Architect, based on test reports and inspections, repeated failure to achieve required density is the result of ineffective, inappropriate, or otherwise deficient work methods by the contractor, Contractor shall provide for retesting at his own expense and shall alter his equipment and/or work methods until } required results are achieved. 3.08 MAINTENANCE A. If completed earthwork areas suffer damage due to weather, construction activities, or other causes, the damaged areas shall be reworked as necessary to obtain required grades, compaction, and tolerances. B. Completed earthwork areas shall be kept free of trash and debris. C. Any materials not incorporated into the work, either due to being unsuitable or excess in quantity, shall be legally disposed of off - site by Contractor. D. During the project warranty period, Contractor shall be liable for the repair of paved areas that subsequently undergo observable or damaging settlement. Repair shall include neat removal of surface improvements, correction of settled materials by further backfill and compaction or by other suitable stabilization, and replacement of improvements to match original work. Restoration shall be accomplished in a manner to minimize evidence of same. 3.09 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Removal from Owner's Property 1. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. END OF SECTION " Fire Stations 02200-5 i 7 SECT.I9rL0450_Q_-...MASONRY_RESSORATION..AND SEALING R PART_-_._(ZNERAL 1.01 WORK INCLUDED i A. The work shall include but not be limited to the re -pointing, cleaning and waterproofing of all exterior fluted concrete masonry on Fire Station #12. B. Specific items of work include the following: 1. Cut out and re -point approximately 40% of all deteriorated, cracked and missing mortar joints. 2. Provide protective barriers in preparation for chemical cleaning and waterproofing of walls. 3. Chemically clean the exterior of all masonry on the entire exterior of the building. r` 4. Apply a protective water-repellent sealant to all masonry cleaned in Item 3 above. 1.02 RELATED DOCUMENTS The requirements of this Section are an extension and are in addition to the requirements of the Uniform General Conditions, Supplementary General Conditions, Forms, Specification Sections found in Division 1 through Division 16 and all Drawings. 1.03 SUBMITTALS A. Submit manufacturer's literature and letters attesting that the cleaning and waterproofing products used meet or exceed these Specifications. Comply with the provisions of Section 01300. B. Provide one 48" x 48" sample panel in place at an agreed upon location on the jobsite for tuckpointing, cleaning and sealing of masonry panel. As directed later in this Section, the Contractor may be required to provide this sample several times until a satisfactory solution of the cleaning materials is achieved. C. Submit complete and edited manufacturer's literature and letters attesting that the masonry materials are in full compliance with these Specifications. Comply with the provisions of Section 01300. D. Manufacturer's Safety Data Sheets on each product proposed for use must be submitted prior to work beginning. The Sheets must be kept on site and available to the Contractor and his personnel at all time, with additional copies to the Architect and the Owner's security and maintenance personnel. 1.04 QUALITY ASSURANCE A. Manufacturers, Suppliers and contractor shall be firms of long term r.� operation, technically proficient and experienced in this trade. j Contractor shall have been in business a minimum of five (5) years and be able to show proof of successful completion of at least three (3) projects of similar scope, cost and complexity to that being bid. B. It is anticipated that this work will be accomplished by a Sub - Contractor to the General Contractor although it is not the intent r of this Specification to direct the structure of the Contractor's d personnel approach of this Work. For purposes of this Section it is assumed that this trade will be provided by a Sub -Contractor. C. The Masonry Restoration Sub -Contractor shall have a competent �.•. Foreman (full-time, on -site) to maintain the standards required by these Specifications. The Foreman shall be technically proficient in this trade and be able to provide information to substantiate proficiency. i r+ Fire Stations 04500-1 D. Applicable Standards and Specifications: 1. Portland Cement shall conform to Type I, ASTM C-120. Color to match existing. 2. Hydrated Lime shall conform to ASTM C-207. 3. Sand, where required, shall be pure natural sand or ground stone, conforming to ASTM C-144. 4. Federal Specification QQ-B-101c. 5. ANSI A42.2 and A42.3. 6. ANSI/ASTM C926-81. 7. Uniform Building Code. 1.05 PRODUCT HANDLING, STORAGE AND DELIVERY A. Deliver packaged materials to site in Manufacturer's original, unopened labeled containers. Labels will remain on the cans with those labels properly identifying the material contained within. Materials will not be placed in containers other than those designated for that material by Manufacturer's label. The correct labels will remain on containers while and where the materials are being applied. B. Store on site, inside weatherproof structure, away from damage by water or weather conditions. All flammable and hazardous materials will be stored•in a designated hazardous materials storage area(s). C. All solvents and cleaners are to be stored in a designated hazardous materials storage area. No material is to be stored in any existing building under any condition. Lids will be fully secured on the cans and materials at all, times and will not be allowed to mix with one another. D. All mortar shall be mixed on the ground and transported to the work area. No mortar shall be mixed on scaffolding or on existing or new roof surfaces. 1.06 ENVIRONMENTAL CONDITIONS A. Cleaning and demolition procedures may be undertaken during light rainfall. Repair and waterproofing work may not be undertaken during rainfall nor when rain is expected within 24-hours of the installation of that Work. B. Tuckpointing, cleaning and waterproofing may not be undertaken when wind conditions are such that the Contractor cannot control the misting of those materials outside of his containment area. Any damage resulting to automobiles, building finishes such as glass and metal surfaces, Owner's personnel and building users shall be the sole responsibility of the Contractor to remedy. The contractor shall have sole determination as to when wind conditions create a hazard to his safe work practices. The Contractor may erect temporary enclosures to prevent escape of sprayed products. C. Outside temperatures for the masonry restoration work must be a minimum of forty degrees Fahrenheit and rising. 1.07 JOB CONDITIONS A. The Contractor is advised that the portions of the building is occupied during the Work. B. The Contractor will maintain in operating condition all exterior exits and doorways from buildings continuously throughout the work. He will construct temporary structures as required from plywood and framing lumber and maintain those structures in a safe manner until work is complete and structures may be removed. C. Water may be obtained at the building for the potable water source for this Work. The designated connection points will be identified by the Owner's personnel. Connections, hoses, devices, etc., for the delivery and use of water will be provided by the Contractor. Fire Stations 04500-2 I" D. Electrical power will be provided by the Owner for the Contractor's use. The Owner's personnel shall designate locations for tie-ins. It is the responsibility of the Contractor to make those tie-ins in accordance with safe electrical practices, with safe equipment, by a licensed electrician (where tie-ins are other than direct plugs) and i in accordance with all applicable codes. Ground fault interrupts shall be installed at all direct connections. No frayed, cut or otherwise deteriorated extension cords will be allowed. No open electrical boxes will be allowed. All connections, boxes, etc., shall be kept above the roof and masonry surfaces so as to not allow those to be exposed to standing water. E. All mixing of masonry tuckpointing material will remain in Contractor's staging area where designated. At no time shall these materials be stored outside the designated areas. Upon completion of the work all evidence of this operation will be cleaned -up and removed to the satisfaction of the Owner. F. Protective containments shall be established at all areas where work is proceeding for the cleaning and waterproofing. These containments shall meet the following minimum requirements: 1. The Contractor shall construct containment structures around the limits of the areas in which he is working and maintain those in effect through the course of Work in that area. 2. Containments shall be constructed of heavy duty transparent polyethylene over wood or steel frames. The frames must be constructed so as to rest on the ground or roof surface and not penetrate the roof surface. Where the frames rest on the roof surface protective plywood and insulation composite panels shall be provided to protect the new roof membrane. ANY DAMAGE IMPOSED ON THE NEW ROOF MEMBRANE BY THIS CONTRACTOR SHALL BE ITS RESPONSIBILITY TO REPAIR AT ITS COST TO THE SATISFACTION OF THE ARCHITECT AND OWNER. 3. Containments shall be open topped and extend an adequate height above the work area so as to prevent mist and overspray from escaping the area. 4. Doors into the containment shall be constructed reasonably windtight so as to prevent the escape of the chemical sprays. 5. No seal shall be made at the roof surface. The polyethylene shall be draped and weighted continuously on the roof surface so as to prevent spray from escaping. G. Protection of workers shall meet the requirements of the chemical manufacturer. The Contractor shall be responsible for the proper training, monitoring and equipping of workers who are applying the chemicals required under this Section. 2.01 MASONRY CLEANING AND WATER REPELLANT PRODUCTS The specified masonry cleaning and water repellent products are those t produced by ProSoCo, Inc. of Irving, Texas. Approved equals may be proposed by submitting manufacturer's cut sheets in accordance with Section 01600 and all required literature for approval by the Architect. Where a product name and designation is used hereafter it is meant to have an "or equal" designation meaning that it is not the only product which may be accepted for this work. 4r4 E, 7 Fire Stations 04500-3 A. Concrete Masonry Cleaning in General: Enviro Klean Multi -Purpose Cleaner. B. Water Resistant Sealer: Heavy Duty Block -Guard S. 2.02 MASONRY TUCKPOINTING MATERIALS _ A. Masonry for general use and except as otherwise 'specified herein, shall be mixed in the proportion of one (1) part Portland Cement, H6ydrated Lime of not less than one -quarter (1/4) and not more than one-half (1/2) parts, and Sand Aggregate of not less than two -and - one -quarter (2-1/4) and not more than three (3) times the sum of the volume of cement and lime used, to produce a Type N mortar, 1500 psi minimum compressive strength at 28 days. B. Pointing mortar shall be made of as dry a consistency as will produce plasticity to be worked into the joints. C. Only Type S mortar shall be used in installation of all missing masonry units. D. Pre -mixed masonry mortar mixes will not be allowed. E. All mortar shall be as specified in this Section and installed as set forth hereafter. F. Do not add admixtures including air -entraining agents, accelerators, retarders, water repellent agents, anti -freeze compounds or other mixtures unless otherwise indicated. Coloring pigments may be added in limited quantities to achieve a matching color to the existing -- mortar. .4 • k 3.01 INSPECTION The Contractor shall examine the Contract Documents and all conditions which affect the quality of its work. Deviations or unsatisfactory conditions will be reported to the Architect. No work will proceed until conditions are satisfactory to meet requirements of the Contract Documents. 3.02 PREPARATION A. Review the Contract Documents to determine and locate all work required by this Section and the work of any other trade which will affect the Work. B. Coordinate the installation of flashings, reglets, flashing receivers, anchors, etc., requiring embedment in masonry removal and repair work. C. Erect all required scaffolding and protective enclosures, securing same to the building in compliance with all OSHA standards. D. Immediately prior to the application of cleaners and sealers all plant life including trees, shrubs, flower beds and grass will be thoroughly wet until dripping. The Contractor will maintain this wet condition on the foliage throughout the application and rinse cycles of all work. ANY PLANT LIFE WHICH IS PERMANENTLY DAMAGED BY THE WORK WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. DETERMINATION OF WHAT IS PERMANENTLY DAMAGED SHALL BE THE DECISION OF THE ARCHITECT. 3.03 MASONRY CLEANING c'r.FANING _IN GENERAL A. Mask or protect all surfaces not to be cleaned including vegetation protection as listed earlier. Provide test panels for approval and to determine dilution requirements of cleaning product. Fire Stations 04500-4 B. Apply specified cleaning solution diluted as determined in the test panel in liberal amounts using low pressure spray (50 psi), roller or densely filled (tampico) masonry washing brush and in strict conformance with the Manufacturer's recommendations. P" C. Allow the cleaning solution to remain on the surface as per manufacturer's written instruction. Re -apply cleaning solution, if necessary. Light scrubbing of the surface may be necessary for complete cleaning. Do not leave cleaning solution unattended on "dry surface and do not allow it to in" to the masonry. D. Begin rinsing with low pressure flood rinse to remove initial acidic residue with minimum risk of wind drift then rinse the treated area thoroughly using high pressure spray. Rinse from the bottom of the treated area to the top, flushing each section of the surface with a concentrated stream of water. To avoid streaking on vertical walls, take care to keep the wall below wet and rinsed free of cleaner and residue. Pressure rinsing shall be accomplished at 600 to 1000 psi with a 15-30 degree fan tip. Care must be taken to insure that brittle masonry is not damaged under the pressure. 3.04 WATER RESISTANT SEALERS A. All masonry cleaning as described above and joint sealant work, as required in Section 07900 - Joint Sealers, is to be completed prior to the Work of this Section. B. Provide test panel for approval prior to beginning overall work. C. Apply sealer to all masonry surfaces on the building. Surfaces are to be completely dry and free of all dirt and residue. Insure that leaves, insects and other foreign debris are not captures by application of the sealer. D. Protect adjacent surfaces from overspray along with all vegetation as previously described. E. Do not dilute or alter the material. Apply with low pressure (20 psi) spray equipment or brush or roller. F. Apply to vertical surfaces with two successive "wet -on -wet" applications. Uniformly apply, working from the bottom up, sufficient material to produce a 6" to 8" rundown below the contact point. Allow the first application to penetrate (approximately 5 minutes) and reapply in the same saturating manner. Less material will be required on the second application. G. Coverage rates depend on the material's surface porosity. Follow manufacturer's recommended application rates for fluted concrete masonry units. L, 3.05 TUCKPOINTING INSTALLATION A. Cut out and remove all mortar joints that are cracked or deteriorated to a depth of 1" from the face of the masonry wall. A total of 40% of the total masonry surface is to be used for estimating purposes. Defective joints are described below: 1. Cracked Joints: There are defined as cracks either vertical or T" horizontal in the joint mortar itself or between mortar and 1 masonry unit. 2. Missing Mortar: Joints where the mortar is no longer present or what is able to be removed by the bare fingers. 3. Deteriorated Mortar: Joints in which the mortar has washed away C from the face and is recessed below the average depth of the general existing jointing. �-. B. Do not install new mortar in freezing weather. No anti -freeze 1 ingredient shall be used. C. Tuckpointing will completely fill the joint to its fullest depth and span the joint completely between units. Fire Stations 04500-5 s D. All joints shall be tooled to match existing solid joints. Excess mortar shall be cleaned from the building daily. 3.06 CLEANING A. Clean all grounds free of patch material debris. Remove scaffolding and tie -backs to building. Patch holes in surfaces where tie -back anchors were located. B. Remove strippable film from cleaning and sealing operations. C. Remove temporary fence and restore grounds to prior work condition. Replace any permanently damaged vegetation as required. 3.07 WARRANTY A. Provide a two-year written warranty against defects in materials and workmanship. The Contractor shall be required to co-sign this warranty along with the Sub -Contractor. B. Provide waterproofing material manufacturer' s standard ten-year warranty for all sealant. END OF SECTION Fire Stations 04500-6 1.01 DESCRIPTION: & A. Covers lumberyard items including wood battens, plywood decking, and wood treatment. 1.02 RELATED DOCUMENTS Applicable requirements of the General Conditions, Supplementary General Conditions, and General Requirements apply to the work specified in this section. 1.03 RELATED WORK SPECIFIED ELSEWHERE: Modified Bitumen Membrane Roofing - Section 07540 Sheet Metal Flashings - Section 07600 1.04 QUALITY ASSURANCE: r.., A. Lumber Standard: For each use, provide lumber complying with Product Standard PS 20 "American Softwood Lumber Standard". Nominal sizes are indicated; provide actual sizes complying with minimum size requirements of PS 20 for moisture content specified for each use. B. Plywood Standard: For each use specified under this section, provide plywood complying with Product Standard PS 1 "Softwood Plywood/Construction and Industrial". C. Factory -mark each piece of lumber and plywood with type, grade, mill and grading agency identification; except omit marking from surfaces to receive transparent finish, and submit mill certificate that material has been inspected and graded in accordance with requirements if it cannot be marked on a concealed surface. D. Certificate of inspection and grading by a recognized grading agency, approved by American Lumber Standards Committee, may be submitted with each shipment, in lieu of factory -marking, at �- Contractor's option. 1.05 SUBMITTALS: Submit in accordance with Section 01340. A. Wood Treatment Data, Carpentry, General: For information only, f submit of chemical treatment manufacturer's instructions for proper use of each type of treated material. B. Pressure Treatment: For each type specified, include certification by treating plant stating chemicals and process used, net amount of ! salts retained and conformance with applicable standards. Treatment l required only where noted on the plans. C. For water -borne preservatives, include statement that moisture content of treated materials was reduced to a maximum of 15% prior to shipment to project site. D. Fire -Retardant Treatment: Include certification by treating plant that treatment material complies with governing regulations, and r' treatment will not bleed through finished surfaces. E. Wood Framing and Decking: Submit complete information on all materials. 7 1.06 PRODUCT HANDLING: i A. Keep carpentry materials dry during delivery, Store lumber and plywood in stacks with �- circulation within stacks. Protect bottom of with damp surfaces. Protect exposed materials i k storage and handling. provisions for air stacks against contact against weather. F" Fire Stations 06100-1 j 1.07 JOB CONDITIONS: A. Time delivery and installation of carpentry work to avoid delaying other trades whose work is dependent on or affected by carpentry work, and to comply with protection and storage requirements. B. Advise Contractor of heating or cooling requirements for installation areas, and for maintaining required ambient conditions during and after installation. C. Correlate location of furring, nailers, blocking, grounds and similar supports so that attached work will comply with design requirements. 2.01 DIMENSION LUMBER: A. General: Where wood framing from 2" through 4" in nominal thickness is indicated, provide lumber complying with lumber producer's inspection agency grading rules certified as conforming to the "National Grading Rule for Dimension Lumber" by the Board of Review of the American Lumber Standards Committee (ALSC). B. Dress dimension lumber S4S unless otherwise indicated. C. Provide kiln -dried dimension lumber with 15% maximum moisture content at time of dressing complying with DK size requirements of PS 20. Mark lumber "KD D. Framing: 1. All Framing Material: Southern Yellow Pine: No. 2 Grade, Kiln Dried, 1200 F. West Coast Douglas Fir: No. 2 Grade, Kiln Dried, 1200 F. E. Boards: Southern Pine: B & BTR Grade, S4S, Kiln Dried. West Coast Douglas Fir: C Select Grade, S4S, Kiln Dried. F. Grounds and Nailers: Yellow Pine, No. 1 Grade, Kiln Dried. 2.02 PLYWOOD: A. Exterior: 1. Not Exposed: APA, EXT, C-D, Group 1, of thickness noted on the drawings. B. Interior: 1. Not Exposed: APA, INT, B-D, Group 1. 2. One Side Exposed: APA, INT, A-D, Group 1. 3. Both Sides Exposed: APA, INT, A -A, Group 1. 2.03 ANCHORAGE AND FASTENING MATERIALS: A. Select proper type, size, material and finish for each application. Comply with the following: 1. Nails and Staples: FS FF-N-105. 2. Wood Screws: FS FF-S-111. 3. Bolts and Studs: FS FF-B-575. 4. Nuts: FS FF-N-836. 5. Washers: FS FF-W-92. 6. Lag Screws or Lag Bolts: FS FF-B-561. 7. Masonry Anchoring Devices: For expansion shields, nails and drive screws, comply with FS FF-S-325. 8. Toggle Bolts: FS FF-B-588. 9. Bar or Strap Anchors: ASTM A 575 carbon steel bars. 2.04 PRESERVATIVE TREATMENT: A. Vacuum Treatment: Treatment shall be in accordance with the Vacuum Wood Preservers Institute (VWPI) standards and shall conform to Federal Specification TT-W-572. The treatment shall be with a water repellent preservative containing 5% by weight of pentachlorophenol, Fire Stations 06100-2 "' �.., with a 2 lb. retention per cu.ft. using the Dri-Vac process of controlled vacuum. Use this treatment for all wood in connection with roofs and elsewhere wood treatment is called for on the Drawings. B. Retreat, regardless of type of preservative or method of treatment, �^ all surfaces exposed by sawing, planing, boring or cutting with a lj liberal brush application or by immersing in the preservative initially used. PART 3 - FABRTCA ION AND ERECM-ON 3.01 ANCHORS: A. Anchors shall be installed where specified or shown on the drawings to anchor carpentry to masonry or concrete. 3.02 MOISTURE SEAL: A. A moisture seal or barrier shall be placed under or around wood members which bear on or are embedded in concrete or masonry. Seal shall be asphalt mastic, or an approved type. 3.03 ROUGH HARDWARE: A. Provide and install all rough hardware and metal fastenings as shown on drawings, specified herein, or required for proper installation of carpentry. Nails, spikes, screws, bolts and similar items shall be of sizes and types to rigidly secure member in place. See the following headings specific sizes and types of rough hardware required. 3.04 WOOD GROUNDS: A. Provide wood grounds and blocking of size and shape required for plaster work, for securing toilet accessories, door stops, and trim for, etc. Install true to line, level, plumb, and well secured in place. Wood blocking or nailers on drywall metal framing systems shall be anchored in place with screws. 3.05 TRIM: A. Exterior and interior trim shall conform to design and details shown when practicable, work shall be fabricated and assembled at the mill. All trim shall be finished smooth and free of machine or tool marks with all exposed surfaces thoroughly sanded. All nail heads shall be set and filled with an approved type filler. B. All joints shall be tight and accurately formed. Field miters more than 4" from heel to point or more than 4" long shall be glued and locked. C. Provide blocking as required to secure work in place. Do not install any trim or other woodwork until all surfaces have been primed and backprimed. Where required, carefully scribe woodwork to plaster and/or adjacent work. D. Plywood with exposed edges shall be banded with white pine or matching wood glued to the plywood. 3.06 INSTALLATION OF PLYWOOD: A. Comply with recommendations of the American Plywood Association (APA), for the installation of plywood. END OF SECTION 7, Fire Stations 06100-3 d r r t i r F 1.01 SECTION INCLUDES: Installation of sheet membrane waterproofing on surfaces indicated on drawings, consisting of preparation of existing and repaired concrete surfaces, sealing of cracks and joints, and application of CCW-701 Sheet Membrane Waterproofing or equal. 1.02 RELATED SECTIONS A. Painting and Finishing - Section 09900 1.03 REFERENCES A. ASTM D 412 Tests for Rubber Properties in Tension. B. ASTM E 154 Puncture Resistance. C. ASTM E 96(b) Water Vapor Transmission of Materials. D. ASTM D 1970 Self -Adhering Polymer Modified Bituminous Sheet Materials. E. UL 790 Tests for Fire Resistance of Roof Covering Materials. 1.04 SYSTEM DESCRIPTION Product provided by this Section is a self-adhesive membrane of not less C than 60 mils thickness, consisting of a rubberized asphalt membrane laminated to a 4 mil cross -laminated polyethylene film. 1.05 SUBMITTALS A. General: Submit in accordance with Section 01300. B. Product Data: Submit manufacturer's product literature and installation instructions. C. Subcontractor's approval by Manufacturer: Submit document stating manufacturer's acceptance of subcontractor as an Approved Applicator for the specified materials. D. Warranty: Submit a sample warranty identifying the terms and conditions stated in Section 1.07. 1.06 QUALITY ASSURANCE A. Applicator Qualifications: Applicator shall be experienced in applying the same or similar materials and shall be specifically approved in writing by the membrane manufacturer. B. Regulatory Requirements: Comply with applicable codes, regulations, ordinances, and laws regarding use and application of products that contain volatile organic compounds (VOC). C. Pre -Application Conference: Prior to beginning work, convene a conference to review conditions, installation procedures, schedules and coordination with other work. 1.07 WARRANTY Upon completion and acceptance of the work required by this section, the manufacturer will issue a warranty agreeing to promptly replace defective materials for a period of 5 years. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original, factory -sealed, unopened containers bearing manufacturer's name and label intact and legible with following information. 1. Name of material. 2. Manufacturer's stock number and date of manufacture. 3. Material safety data sheet. ' B. Store materials in protected and well ventilated area. r Fire Stations 07110-1 t { 1.09 PROJECT CONDITIONS A. Do not apply membrane if temperature is less than 25 degrees F. or to a damp, frosty or contaminated surface. B. Coordinate waterproofing work with other trades. C. Warn personnel against breathing of vapors and contact of material with skin or eyes. Wear applicable protective clothing and respiratory protection gear. D. Keep flammable products away from spark or flame. Do not allow the use of spark producing equipment during application and until all vapors have dissipated. Post "NO SMOKING" signs. E. Maintain work area in a neat and orderly condition, removing empty containers, rags, and rubbish daily from the site. _ PART 2 - PRODUCTS 2.01 MANUFACTURERS Provide Sheet Membrane Waterproofing equal to CCW 701 as manufactured by Carlisle Coatings and Waterproofing Incorporated, Sapulpa, OK. 2.02 PRODUCTS A. Self -Adhesive Sheet Membrane Waterproofing: Shall be 56 mil rubberized asphalt membrane laminated to 4 mil cross laminated _ polyethylene film, and shall meet or exceed the following requirements: 1. Tensile Strength: 300 psi minimum, ASTM D-412 2. Ultimate Elongation: 300% minimum, ASTM D-412 3. Puncture Resistance: 40 lbs. minimum, ASTM E-154 4. Permeance: 0.05 Perm maximum, ASTM E-96 B 5. Low Temperature Flexibility: Unaffected at -45oF, ASTM D-1970 B. For application temperatures between 25 and 40°F, use CCW-701LT Low _ Temperature Sheet Membrane and CCW-702LT Low Temperature Primer. 2.03 ACCESSORY PRODUCTS A. Surface Primer: Shall be CCW-702 or CCW-702LT Solvent -based Primers or CCW-714 Water -Based Primer. B. Mastic: Shall be CCW-704 Mastic. C. Sealants: Shall be CCW-703 Vertical Grade Liquiseal Membrane, CCW- — 102C one component or CCW-201 two component Polyurethane Sealant. D. Backing Rod: Shall be closed -cell polyethylene foam rod. E. Protection Course: Shall be CCW Protection Board-V for vertical surfaces. F. Drainage Composite: Shall be CCW Sure-DrainTM as recommended by the manufacturer for each condition. G. Perimeter Drainage System: Where required shall be CCW TOTAL - DRAIN". H. Perforated Pipe - Schedule 40, 4" PVC. 3.01 INSPECTION A. Before any waterproofing work is started the waterproofing applicator shall thoroughly examine all surfaces for any deficiencies. Should any deficiencies exist, the Architect shall be notified in writing and corrections made. _ B. Condition of Concrete Surfaces: 1. The concrete surfaces shall be of sound structural grade and shall have a smooth finish, free of fins, ridges, voids or Fire Stations 07110-2 entrained air holes. Rough surfaces shall receive a well adhered parge coat. 2. Voids, rock pockets and excessively rough surfaces shall be repaired with approved non -shrink grout or ground to match the unrepaired areas. 3. Two -stage drains shall have a minimum 3 inch flange and be installed with the flange flush and level with the concrete surface. VOW 4. Surfaces at cold joints shall be on the same plane. 3.02 SURFACE PREPARATION A. The concrete surface must be thoroughly clean, dry and free from any surface contaminates or cleaning residue that may harmfully f affect the adhesion of the membrane. B. Install a 1" face, 45 degree cant of CCW-201 Polyurethane Sealant �., at all angle changes and inside corners. C. All cracks over 1/16" in width and all moving cracks under 1/16" in width shall be routed out to 1/4" minimum in width and depth and filled flush with CCW-102C or CCW-201 polyurethane sealant. r' D. Allow all sealant to cure at least overnight. 1 E. Stir Primer. Apply a thin film of primer 10" wide, centered over sealed cracks and joints, hairline cracks, and cold joints. Apply primer 8" on each side of all corners. Prime concrete around drain r flanges. Allow primer to dry per manufacturer's recommendations. F. Install an 8" wide strip of CCW-701 centered over joints and cracks. Install a 12" wide strip of CCW-701 centered over the axis of all r.. corners. G. Terminate membrane around drains per Carlisle 701 series details. Terminate the membrane under the clamping ring. Seal all edges with CCW-704 Mastic. C 3.03 APPLICATION A. Priming: Clean surfaces to remove dust and dirt before priming. Stir primer. Apply by spray or roller at a rate of 250 to 300 sq. r ft. per gallon. Allow to dry per manufacturer's recommendation. B. Vertical Surfaces: Apply in lengths of 8' or less. Overlap edge seams 2". On walls over 8' high, apply in 8' sections, starting at the lowest point with the higher section overlapping the lower section 4". Roll in place using firm pressure with a hand roller. C. Terminations: Consult Carlisle 701-9 Details for proper terminations. Roll terminating edges firmly. Apply CCW-704 mastic to all terminations and T' joints. Apply CCW-704 Mastic or CCW-703- V Liquiseal to laps at angle changes, extending 9" in each direction. 3.04 PROTECTION COURSE A. Install TOTAL -DRAIN Perimeter Drainage System as the first course of drainage composite immediately after membrane has been installed on vertical surfaces. Install Sure-Drain-V Drainage Composite on remainder. Stop drainage composite 12" below final grade level. END OF SECTION r Fire Stations 07110-3 I� SECTION 07,r)-4Q_-__MnnTFTFD BITjZMEN_ROOFING i t PART-1---GENERAT. r 1.01 RELATED DOCUMENTS: The requirements of this Section are an extension k and are in addition to the requirements of the Uniform General Conditions, Supplementary General Conditions, Forms, Specification �,.. Sections found in Division 1 through Division 16 and all Drawings. 1.02 WORK INCLUDED: Install new SBS modified bitumen roofing with flashings in hot Type IV asphalt. 1.03 SUBMITTALS A. Submit under provisions of Section 01340. B. Shop Drawings: Provide sheet layout indicating slope of roof r` surface and/or insulation along with locations of all scuppers and roof penetrations within the Work area(s). C. Product Data: Indicate membrane and bitumen materials (including Equiviscous temperatures for manual and machine applications), base flashing materials, mechanical fasteners and other proposed materials and accessories as required for materials in this Work. D. Test Reports: Provide delivery tickets for each batch of bitumen, stating type, equiviscous temperature (EVT), Flashpoint (FP), and finished blowing temperature (FBT. E. Manufacturer's Installation Instructions: Include installation C sequence, special instructions, and Material Safety Date Sheets (MSDS) for all materials. F. Manufacturer's Certificate: Certifying that products meet or exceed specified requirements. Certification letter shall be on the �-- manufacturer's letterhead and be signed by a duly authorized employee of the corporation. The letter shall further certify that all materials used in the system, whether manufactured by that company or not, are acceptable to the r-+ manufacturer for use in the system. The letter will also state S that the proposed system meets all criteria for the issurance of the required twenty-year no -dollar -limit warranty. G. Project Record Documents: Record exact location of all roof penetrations. H. Roof Insulation: 48" x 48" x 1-1/16" Fiber Glass Roof Insulation" as manufactured by Schuller Roofing Systems. I. Tapered Insulation: 1/4" & 1/2" per foot Tapered Fesco Board as manufactured by Schuller Roofing Systems. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 06100 - Carpentry Work (for Roofing) C. Section 07600 - Flashing and Sheetmetal 1.04 PRODUCT DELIVERY A. Delivery. Materials shall be delivered in the Manufacturer's original sealed and labeled shrouds, on pallets and in quantities to allow continuity of application throughout the Project. Coordinate shipment receipt as necessary to cause occupant the least amount of interference. 'Do not expect or anticipate Owner to take responsibility for signing for or unloading any delivery. B. Storage. Materials shall be stored out of direct exposure to the elements and on pallets. All roll goods shall be stored vertically. j All goods which are susceptible to water damage will be stored in fully enclosed watertight trailers. No materials will be stored on the roof overnight. 4 Fire Stations 07540-1 C. Handling. All materials shall be handled in a manner which will preclude damage and contamination with moisture or other harmful/foreign matter. D. Roof Loading. Evenly distribute roll goods on roof surface so as to not exceed 25 lbs per square foot. 1.05 JOB CONDITIONS A. Any portion of the roofing system or its accessories shall not be applied during precipitation or started in the event precipitation is threatening, unless precautions are taken for same. The Contractor shall have the final decision as to whether to chance roofing operations in the event of the likelihood of rain. The _ Contractor shall also consider wind speed as a determinate factor as to whether roofing operations can be safely accomplished under those conditions. He shall suspend work if in his opinion the wind speed will impede the proper installation of the roofing work or cause a danger to his personnel or to the building's occupants or the Owner's property. B. Do not tear -off the membrane and leave overnight without the application of the complete insulation and modified r bitumen base sheet. C. Roofing membrane and flashings shall prevent water migration into building. At no time shall the building be left in an open state _ that would allow water penetration. 1.06 REFERENCES A. ASTM D41 - Asphalt Primer Used in Roofing. B. ASTM D312 - Asphalt Used in Roofing. C. ASTM D2176 - Asphalt Glass Felt Used in Roofing. D. ASTM D4586 - Asphalt Roof Cement (asbestos free). E. FM - roof Assembly Classifications F. NRCA - Manual of Roof Maintenance and roof Repair. G. NRCA - Roofing and Waterproofing Manual. H. UL - Fire Hazard Classifications. 1.07 QUALITY ASSURANCE A. Work of this Section shall conform to the NRCA Roofing and Waterproofing Manual, latest edition, Manufacturer's Installation Instructions and these Construction Documents. Maintain one copy of each document on site during operations. B. The Manufacturer's Representative shall make two (2) site visits to the project per month at critical stages of the roof installation, _ and forward written reports of the visits to the Architect. The visits shall be coordinated to take place at the time of the Architect's visits with one occurring at the monthly pay application meeting. C. The Contractor shall keep a daily log with the minimum following information: 1. Nature of operation and quantity of work and materials — installed. 2. Personnel on site by job function and task. Also a list of all site visitors. 3. Kettle temperatures taken three (3) times average per eight (8) hour shift. 4. Material deliveries identifying quantity and type. 5. Daily weather conditions including percentages of rain forecast, _ wind conditions and daily temperatures. Fire Stations 07540-2 _ 1.08 QUALIFICATIONS A. Manufacturer. Company specializing in the manufacture of products in this Section with a minimum five (5) years documented experience and at least three (3) jobs within the State of Texas of the same type system installed and size of project within that five-year period. B. Applicator. Company specializing in applying the work of this Section with a minimum of three (3) years documented experience in the application of the specified system, and certified by the roofing material manufacturer as an approved no -dollar -limit warranty applicator of the specified material. The manufacturer approval shall have been in effect no later than September 1, 1994. Also provide evidence of the successful completion of at least three (3) projects of the same type system installed and size of the project within that three-year period. 1.09 REGULATORY REQUIREMENTS A. Provide certification of inspection confirming approval of design and installation by the Authority Having ,jurisdiction (AHJ). B. Fire Hazard Classification: UL Class A. C. Roof Assembly Classification: FM Class I-90 construction, in accordance with FM Construction Bulletin 1-28. 1.10 PRE -INSTALLATION CONFERENCE A. Attend a pre -installation conference among the parties directly affecting the Work of this Section a minimum of three days prior to r commencing Work. B. Those in attendance shall be the Contractor's Project Manager and Superintendent, Manufacturer's Representative, Owner and Owner's Maintenance and Security Staff Representatives, Architect and his (` designated representative. {C. The agenda shall cover a review of demolition and installation, installation procedures, and coordination with related work. 7 1.11 ENVIRONMENTAL REQUIREMENTS A. Do not apply roofing during inclement weather. Temperatures must be a minimum of forty degrees Fahrenheit and rising. B. Do not apply roofing material to damp or frozen deck or substrate. C. Do not undertake roofing operations when the wind is determined to be detrimental to safe installation practices. 1.12 SEQUENCING AND SCHEDULING A. Coordinate Work under provision of Section 01010. B. Coordinate installation of associated metal flashings and roof - related items as Work of this Section proceeds. 1.13 WARRANTY A. The roofing material Manufacturer shall provide a 20-year No -Dollar - Limit (NDL) type warranty covering all materials and workmanship. The warranty shall include all membrane roofing, base flashings and insulation. B. The Contractor shall provide a two-year written warranty covering defects in the roofing materials and/or labor. �^ Fire Stations 07540-3 1.14 DESCRIPTION OF WORK �SEMRT,V__#_1 _- FIRE �SATLON__#.01 Project Type: Reroofing of existing structure. Deck: 2-1/2 gypsum, sloping 4" over 40' each way. Insulation: 1" Fiberglass, mechanically fastened as per FM 1- 90. Tapered Insulation: 1/4" per foot tapered perlite, set in Type IV asphalt. Base Sheets: Modified bitumen, fiberglass mat coated with SBS modified asphalt. Applied in Type IV asphalt. Cap Sheet: Modified Bitumen, fiberglass and/or polyester reinforced, SBS with white granular surfacing. Applied in Type IV asphalt. Flexible Flashings: Same as Cap Sheet. ASSEMB_LY._#2_. —FIRE _STAT-10N_#12 Project Type: Same as Assembly #1. Deck: Insulated lightweight concrete. High roof slopes 1.2" per foot and 2.5" per foot. Low roofs have minimal slope to roof drains. Insulation: Same as Assembly #1. Tapered Insulation: 1/4" and 1/2" per foot tapered perlite, set in Type — IV asphalt. Base Sheets: Same as Assembly #1. Cap Sheet: Modified Bitumen, fiberglass and/or polyester reinforced, SBS with white granular surfacing on low roofs and tan on high roofs. Applied in Type IV asphalt. Flexible Flashings: Same as Cap Sheet. ASSEMBLY #_.a_- FIRE STATION_#14 Project Type: Same as Assembly #1. Deck: 2-1/2" gypsum, high roof slopes 1/4" per foot, low roofs slope 1/8" per foot on west end and 5/32" per foot on east end. Insulation: Same as Assembly #1. Base Sheets: Same as Assembly #1. Cap Sheet: Same as Assembly #1. Flexible Flashings: Same as Cap Sheet. 2.01 MANUFACTURERS - MEMBRANE SYSTEMS A. Tamko Asphalt Products - System 108FR or equal. 2.02 SHEET MATERIALS A. Modified Bitumen Base Sheet: Fiberglass matt coated with SBS modified asphalt. — 1. Tamko - Tam -Ply IV. B. Modified Bitumen Cap Sheet: Fiberglass and/or polyester reinforced, SBS modified bitumen with granular surfacing. 1. Tamko - Awaplan Premium FR. C. Fiberglass Felt: Produced or approved by the modified bitumen membrane manufacturer and equal to ASTM D-2178, Type VI. D. Fiberglass Base Sheet: Produced or approved by the modified bitumen - membrane manufacturer and equal to ASTM D-4601, Type II. Fire Stations 07540-4 7 2.03 BITUMINOUS MATERIALS r" A. Asphalt Bitumen: ASTM D312, Type IV, Special Steep. i B. Asphalt Primer: ASTM D41. C. Plastic Cement: ASTM D4586, Type I, asbestos free. D. Flashing Cement: MBR type only, compatible for use with SBS modified bitumen roof system. 2.04 FLEXIBLE FLASHINGS A. Sheet Flashing: Fiberglass or polyester mat coated with modified bitumen and granular or metal foil surface. The flashing system is to be approved by the membrane manufacturer for use with his respective system and be equal to: 1. Tamko - Awaplan Premium FR. B. Backer Sheet: Sheet flashings shall be installed in all cases with fiberglass felt or fiberglass base sheet. 2.05 ACCESSORIES A. Roofing Nails: Hot -dipped galvanized 11-gauge wire nails with 3/8" diameter heads, length as required to penetrate substrate a minimum of 3/4". B. Mechanical Fasteners for Flexible Flashing: 1. Masonry or Concrete: 1/4" x 1-1/2" nylon -jacketed stainless steel pin masonry drive pin equal to Rawl Zamac Nailin #2543. 2. Wood Blocking: High carbon, zinc -coated steel, annular threaded, 1" shank nails with minimum 1" x 1" x 16-gauge metal disk cap nail as manufactured by Simplex Nails, Inc. or approved equal. C. Wood Framing Nails: Hot -dipped galvanized box nails in lengths as required to penetrate substrate a minimum of 1". D. Termination Bar: 1/8" x 1" hot -dipped galvanized steel bar stock. E. Substitutions: Under provisions of Section 01600. F. Mechanical Fasteners for Insulation: As recommended and approved by insulation board manufacturer. Fastening frequency shall be as per FM I-90. Perimeter boards will require additional fasteners than boards in the field. G. Gas Pipe Supports: Equal to Miro Industries, Inc. Support No. 48R. H. Roof Insulation: 48" x 48" x 1-1/16" Fiber Glass Roof Insulation" as manufactured by Schuller Roofing Systems. I. Tapered Insulation: 1/4" & 1/2" per foot Tapered Fesco Board as manufactured by Schuller Roofing Systems. 2.06 SOURCE QUALITY CONTROL A. Require asphalt bitumen supplier to provide source, batch and test data on each shipment and submit for Architect's approval. B. Include EVT for all asphalt. 1. Individual Containers: Label legibly marked with EVT temperature range, batch number and asphalt type. 2. Bulk Shipment: Provide duplicate delivery ticket with data at time of delivery. C. Deliver asphalt to site ten (10) days prior to beginning of installation. Testing may be performed at the Owner's option to confirm compliance. PART 3 --EXECUTION 3.01 INSPECTION A. Verify work. that site conditions and surfaces are ready to receive the Fire Stations 07540-5 B. Verify that deck is clean and smooth, free of depressions, waves, or other projections, and is properly sloped to drains or eaves. C. Verify that deck surfaces are dry and free of moisture. Utilize NRCA Deck Dryness Test as follows: 1. Use approximately one (1) pint of bitumen specified for use in membrane, heated to application temperature of 400 degrees F. 2. Pour bitumen on deck surface. If bitumen foams, the deck is not dry enough to roof. 3. After bitumen has cooled, an attempt shall be made to strip the bitumen from the deck surface. If the bitumen strips clean from the deck, the fleck is not dry enough to roof. D. Verify that roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly anchored and wood nailers are in place. E. Start of installation shall constitute acceptance of existing conditions by the Contractor. 3.02 PREPARATION A. Prevent debris and bitumen from entering scuppers, downspouts, drains, underside of roof deck or other openings. Remove temporary closures in drainage devices prior to leaving the job each day. B. Clean surfaces of roof deck and maintain dust and debris free during roofing operations. 3.03 MEMBRANE APPLICATION (MOPPING APPLICATION) A. Equiviscous Temperature (EVT) at point of application shall not exceed 25 degrees F., high or low, from bitumen temperature rating indicated on container label for application method used (either manual mopping or mechanical spreading.) B. Roll out base ply and cap sheets approximately 30 minutes prior to _ application and allow rolls to relax. Re -roll sheets just prior to application. Weight the rolled out sheet on the roof to prevent winds from blowing them across or off the roof. C. Starting at low point of roof (eaves or roof drains), lay modified bitumen base ply perpendicular to roof slope in uniform and solid moppings of hot asphalt applied at a rate of 20 to 25 lbs/square, providing 4" side and end laps. D. Apply cap sheet parallel to base ply in accordance with — manufacturer's instructions. Embed sheet into uniform and solid moppings of hot asphalt applied at a rate of 20 to 25 lbs/square, providing 4" side and end laps. Stagger lap joints between base ply and cap sheet. Stagger lap joints between adjacent plies of cap sheet by a minimum of 12". Where cap sheet must be applied over granule surface of previously installed sheet apply asphalt primer to surface of granular sheet and allow to dry prior to mopping. Use dry laid sheets or other approved bleed containment system to control overmoppings at end laps and sides as required. Bleed out at sheet edges shall be kept to the barest minimum by the use of the approved containment. E. Apply sheets smooth, free of air pockets, wrinkles, fishmouths, or tears. Install sheets so as to not "buck" or impede the flow of water. F. Extend membrane felts above top edge of cant strips a minimum of 2" onto the vertical surfaces. Mop one additional base ply as initial base flashing ply over roofing membrane at cant, extending onto flat membrane surface a minimum of 4". — G. Install two (2) plies of fiberglass felt set in hot asphalt and glaze coat with hot asphalt for temporary water cut-off at end of each day's operation. Completely remove cut-off before resuming roofing. Seal top of base flashings with plastic cement each day. Fire Stations 07540-6 H. Mop and seal additional ply of base sheet around roof penetrations prior to installation of cap sheet. I. Immediately cover all asphalt spills or overmopped areas on granular surfaced cap sheet with matching granules. Limit overmopping to no more than 1/2" outside of line of felt. J. Prohibit foot and cart traffic over newly applied roof membrane until asphalt has sufficiently cooled. Do not stack or store materials on finished membrane. 3.04 FLASEINGS A. Apply flexible base flashings over fiberglass backer felt to seal membrane to vertical elements. Embed both backer felt and flashing sheet into a uniform mopping of hot Type IV asphalt at a rate of not less than 25 lbs/square or torch apply as required. Secure top of flashing assembly to wood substrate with specified cap nails spaced at 4" on center. Secure top of flashing assembly to masonry or ' concrete substrates with specified termination bar and masonry drive pins spaced at 8' on center. B. Apply base flashing cap sheet in a manner to prevent bleed in excess of that specified for the field sheets by back -mopping or other manufacturer approved techniques. 3.05 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. At any point during application or upon Substantial Completion the Architect with Owner's approval may have Work inspected and tested using applicable methods to establish conditions in the new roof assembly. Roof cuts may be taken at the rate of one per fifty (50) roofing squares. The Contractor will assist in securing the roof cuts and will patch the roof as required to finished condition at no cost to the Owner. C. The Contractor will promptly correct all identified defects and irregularities. All membrane defects called to the attention of the Roofing Superintendent will be repaired prior to the end of each day unless directed otherwise. D. Demolition operations will not be performed during application of the new roofing system. 3.06 MANUFACTURER'S FIELD SERVICES The Contractor will arrange to provide Manufacturer's field services under provisions of Article 1.07.B. 3.07 CLEANING A. Remove bituminous markings from all finished surfaces. B. In areas where finished surfaces are soiled by asphalt or any other source of soiling caused by work of this Section, consult Manufacturer of surfaces for cleaning advise and conform to their documented instructions. Replace any materials or surface finishes which cannot be cleaned to the satisfaction of the owner. 3.08 PROTECTION OF FINISHED WORK A. Protect finished Work under Section 01500. B. Where traffic must continue over finished roof installation protect the membrane with plywood sheets secured to a layer of 1/2" wood fiber insulation board and laid loose over the membrane with the insulation board side to the roof surface. CFire Stations 07540-7 3.08 SPECIAL PROVISION Polyester matt products are allowed in this Specification with the special provision that shrinkage will not be permitted. Any system exhibiting cap sheet shrinkage in excess of 1/2" at any end or side lap will be remedied in a manner acceptable to the Owner. END OF SECTION. Fire Stations 07540-8 SECTION ZT60-- SEEET_ METAL _FLAS-RMS E PART-l___._GENERAL 1.01 DESCRIPTION: See drawings and details for location and quantity of sheet metal flashings, parapet wall copings, and gutter and downspouts. 1.02 RELATED DOCUMENTS: Applicable requirements of the General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1.03 RELATED WORK SPECIFIED ELSEWHERE: Rough Carpentry - Section 06100 Painting & Finishing - Section 09900 Modified Bitumen Membrane Roofing - Section 07540 1.04 SUBMITTALS: A. Product Data: Submit copies of specifications and installation instructions from the manufacturer for each major product or system required. Include certification or other data substantiating compliance with the requirements. Submittal shall be in accordance with Section 01300. B. Shop Drawings: Submit shop drawings for each fabricated item. Before any fabrication is begun, shop drawings of all flashing shall be submitted to the Architect for approval. The drawings shall show guages and types of metal, method of assembly and/or anchorage, shapes, dimensions and finishes. Submittal shall be in accordance with Section 01300. 1.05 JOB CONDITIONS: Proceed with Sheet Metal work only after substrate construction and penetrating work have ,been completed. The Installer must examine the substrate and the conditions under which work is to be performed, and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. PART 2_=._PRODUCTS 2.01 MATERIALS: A. Sheet__Metals �,. 1. Pre -finished Coping & Cap Flashing: Material to be pre -finished steel of not less than 24 guage, color as selected by Architect from MBCI Kynar 500 line. 2. Roof to Wall Flashing: 24 gauge galvalume. B . Accessory Materials___and_CompQIIents_:- i' 1. Fasteners: Concealed hook, strip, or clip type 22 ga of same material as coping; sized to suit application. �^ 2. Solder and Flux: Type recommended for materials being used. i 3. Plastic Cement: Cutback asphaltic type, FS SS-0000 153a. 4. Bituminous Paint: Acid and alkali resistant type; black color. 5. Sealant: One component acrylic, conforming to requirements to FS TT-S-00230; non -staining; non -bleeding; non -sagging; of color selected by Architect. 2.02 FABRICATION: A. Flashing,-, Count er__Fl-a-shings,.__and- Valley 1. Form sections square, true and accurate to size, free rom distortion and other defects detrimental to appearance or performance, in conformance with details shown on the drawings. a FFire Stations 07600-1 2. Form sections in 8 foot lengths. Make allowances for expansion at joints. 3. Seams are to be flat lock type except corners. Fabricate corners minimum 18" x 18" mitered, soldered or welded, and sealed as one piece. 4. Wipe and wash clean, solder joints to remove traces or flux immediately after soldering. 5. Hem exposed edges of flashings on underside 1/2". 6. Fabricate flashings to allow it to etend minimum of 2" horizontally over roofing and return brake edge. 7. Backpaint flashings with bituminous paint where expected to be in contact with cementitious materials or dissimilar metals. B. Gutters & Downspouts: 1. Conform to SMACNA Manual requirements. 2. Size & profile to be shown on plans. 3. Submit drawings for review before fabrication. 3.01 INSPECTION: A. Verify that substrates, curbs, blockings, cants and other construction to receive sheet metal work are completed, securely fastened, clean and smooth, thoroughly dry and free of defects that _ could affect application. B. Beginning installation means acceptance of substrate. 3.02 INSTALLATION: A. Flashing�,—C- unter_-F'-las-hings._and. Valleys 1. Nailing a. Not over 8" on center and not less than 1/2" from edge. — b. Do not nail through exposed face of flashings. 2. Cleating a. Provide cleats as required for attachment of appurtenant sheet metal items. _ b. Make cleats continuous where indicated. C. Space cleats as recommended in the SMACNA Manual. 3. Jointing a. Overlap seams in direction of flow. — b. Make joint with flat -lock seams, 3/4" wide minimum or soldered lap seams 1" wide minimum. C. Make corner seams double locked. d. Provide expansion and contraction joints where indicated or at 32 ft. maximum intervals. Expansion joints shall be loose lock slip joints, sealed with plastic cement. e. Comply with SMACNA Manual, Plate 131, and other plates — applicable to installations for specific seams and joints. 4. Soldering a. Thoroughly clean and treat metals in accordance with metal producer's recommendations prior to soldering. — b. Apply flux compatible with sheet metal prior to soldering. c. Solder full width and length of seam or joint. d. Remove acid flux residue by neutralizing with ammonia or — baking soda and rinsing with clear water. B. Pitch___ Pockets: Install in accordance Manville Corporation's Industrial/Commercial Product & Specification Manual. C. C9nt-a-ct Surfaces: Apply bituminous paint on surfaces to be in contact with dis-similar metals, masonry or concrete. D. Sputters & Downspouts: 1. Install downspout leader into gutter as required by SMACNA Manual details. Fire Stations 07600-2 2. Provide metal anchor straps at 1/4 points of length of downspout. 3. Coordinate termination of downspout into downspout boot with General Contractor. Verify length of downspout with mounting height of cast iron boot. M Fire Stations END OF SECTION 07600-3 �. SECTION 07900 -_CAULKING AND -SEALANTS PART 1-= GENERAL 1.01 DESCRIPTION: A. .Exterior sealants shall be provided as required to seal all joints occuring between dissimilar materials and at all control and expansion joints in masonry or concrete construction where shown or noted on the plans. Seal the exterior and interior side of exterior joints with a sealant rather than a caulking compound. Air tightness of this structure is critical and must be maintained. Proper installation of sealants is important. Follow all manufacturer's recommendations of proper installation of sealants. 1.02 RELATED WORK SPECIFIED ELSEWHERE: Painting and Finishing - Section 09900 Masonry Restoration and Sealing - Section 04500 1.03 SUBMITTALS: A. Manufacturer's Literature: Submit manufacturer's name and product proposed for use, and manufacturer's color charts for Architect's selections and approval. Submittal shall be in accordance with Section 01300. B. Samp-.es and Test Reports: For materials other than those specified, furnish a unit sample of each material proposed (Include primer), accompanied by certified independent laboratory test reports showing that materials to be furnished have been tested and meet requirements of applicable contract documents and manufacturer's certification that no major formula change has taken place since date of test. Sample containers shall be labeled as to supplier, name of material, specifications numbers, colors. Include letters or published recommendations by manufacturer to support selection and compatibility of various related materials with respect to type of 7 joints for which each material is intended. L 1.04 QUALITY ASSURANCE: A. Acceptable Manufacturers: 1. Sonneborn Division of Contech 2. Pecora Chemical Corp. 3. Tremco Mfg. Co. 1.05 DELIVERY AND STORAGE: Deliver materials in unopened containers as packaged by manufacturer. Store in a manner to protect materials from weather. 1.06 GUARANTEE: Provide Owner a written guarantee which shall guarantee sealant operations to be free of leaks and defects in material and workmanship for a period of two years from date of acceptance. j 2.01 MATERIALS: C A. Sealant: (Exterior and Interior Joints Subject to Movement) 1. Qualities: One or two-part non -sag polysulfide base synthetic rubber sealant. Manufacturer's standard color as selected by Architect. 2. Standards: FS TT-S-0027E, Type II, Non -sag Class B; FS TT-S- 00230C, Type II, Class A, Gun Grade. r Fire Stations 07900-1 4 B. Joint $acli g : Closed cell polyethylene joint backing material as recommended by sealant manufacturer. Select a size that will cause about 30% compression in joint. C. Bond-Pr_esentive _Materials: Polyethylene tape, pressure -sensitive adhesive or masking tape, FS UU-T-106. D. Primer: As recommeded by sealant manufacturer for eachtype of working surface. 2.02 MIXING: Mix two-componet sealants in accordance with directions printed on container labels. PART _.3_ - EXECTIMN 3.01 SURFACE PREPARATION: A. Concrete and masonry surfaces shall be smooth, dry, sound. Brush and wipe surfaces dust free. Remove oil, grease, release agents, coatings, or other contaminates from surface. B. Remove loose mill scale from steel surfaces. Remove dirt, oil or grease by solvent cleaning and wipe surfaces. C. Report unsatisfactory surfaces to Architect. D. Prime and prepare surfaces in strict accordance with sealant manufacturer's written recommendations. 3.02 JOINT SIZES AND BACKING: A. Sealant: Minimum and maximum joint sizes shall be as recommended by sealant manufacturer and as shown on drawings. Use joint backing material to control depth of joints. In joints 1/2" and wider, depth equal to 1/2 width with minimum depth of 1/4". B. Caulking: Depth equal to 3 times joint width. 3.03 APPLICATION: A. Joint Backer: Install joint backer to achieve required depth of joints. Where not used, install a bond -preventive material in joint. B. Sealant: Apply sealant to joints prior to water repellant or clear coating operations. Apply sealant within 8 hours after primer has dried. Gun -apply sealant, completely filling joint. Tool joints smooth and wrinkle free. 3.04 USE LOCATIONS: A. Use Exterior Joint Sealant where indicated on drawings and following: 1. Around perimeter of all exterior door and window frames. 2. Around perimeter of all pipes, conduit, mechanical or electrical devices, and other items built into or penetrating exterior -- walls. 3. At thresholds: Provide full bed for exterior thresholds. 4. As otherwise required to make building airtight and weathertight. 5. At control joints in unit masonry walls. 3.05 CLEANING: Remove excess sealant and caulking materials and smears from adjacent surfaces as work progresses. Solvent recommended by manufacturer may be used to remove sealant. Remove debris from site. END OF SECTION Fire Stations 07900-2 1.01 DESCRIPTION: A. Provide complete painting and finishing of surfaces throughout interior of basement @ Fire Station #03 and all existing gas piping and exposed metal. B. Copper, bronze, chromium plate, nickel, stainless steel, Monel metal, lead, and lead coated copper shall not be painted or finished except as otherwise specified or scheduled. C. Other surfaces not to be painted include clay masonry units; synthetic plaster, prefinished wall, ceiling, and floor coverings; items with factory applied final finish; chases; and plenums above suspended ceilings, except as noted otherwise. 1.02 RELATED DOCUMENTS: Applicable requirements of the General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1.03 RELATED WORK SPECIFIED ELSEWHERE: Caulking & Sealants - Section 07900 1.04 QUALITY ASSURANCE: A. Product Labels: Include manufacturer's name, type of paint, stock number, color and label analysis on label of containers. B. Field Quality Control: Apply each type of finish required on a representative area or room for approval of color, texture, quality and workmanship. After approval, these applications shall serve as standard of quality for entire project. 1.05 SAMPLES AND COLORS: A. Colors, including deep tones, will be selected by Architect. Number of colors to be used on job will be determined by Architect. B. Prepare two 12" x 12" samples of each color and sheen selected, on properly prepared paint -out cards or hardboard. Approved samples shall remain at project site. C. Prepare stained wood samples on type and quality of wood specified for use on project. D. Submit paint schedule in accordance with submittal requirements of Section. List each surface and its proposed paint products and systems. 1.06 SUBSTITUTIONS: A. Comply with provisions of Section 01630. B. Submit substitute paint schedule listing each surface and its proposed products. C. Submit complete supporting data, numbers of each proposed product. D. Do not order or deliver materials obtained. specifications, and identifying until Architect's approval is 1.07 DELIVERY AND STORAGE: A. Deliver materials in original containers with seals unbroken and labels intact. B. Store materials and equipment in a single lockable area of project site. Provide adequate means to protect floors and adjacent surfaces of this area from damage. C. Store clean rags, paint, and solvents in closed metal containers located in designated area. Dispose of soiled rags daily. f t. FFire Stations 09900-1 D. Comply with applicable health and fire regulations. 1.08 SCAFFOLDS AND PROTECTION: A. Provide adequate safe ladders, scaffolds, and stages necessary to complete work. B. Protect completed finish and painted work, and protect adjacent finish surfaces from paint splatter, spills and stains. Use adequate drop cloths and masking procedures during progress of work. 1.09 EXTRA PAINT: Upon completion of the work, deliver to the Owner two (2) gallon of each color, of latex paint used, and two.(2) quarts of each enamel color used. 1.10 GUARANTEE: This Contractor shall guarantee all work performed under this contract for a period of one (1) year from date of acceptance. Cracking, peeling and scaling of paint shall be judged as defective work. 2.01 MATERIALS: A. Products specified in Schedule of Painting are as manufactured by Kelly -Moore, unless otherwise indicated; equivalent products of Pittsburgh Paints, DuPont, Sherwin-Williams, Glidden, Devoe, Cook and Pratt & Lambert may be furnished in lieu of those listed, provided that they are of equal type and quality. B. Materials selected for coating systems shall be products of a single manufacturer unless otherwise specified. C. Secondary products such as linseed oil, turpentine and shellacs shall be first line quality products of a reputable manufacturer. D. Lead Free Paint: All paint specified for use under this section shall be lead free and mercury free and shall be in full compliance with Federal Hazardous Substances Act. 2.02 MIXING AND TINTING: A. Accomplish job site tinting and mixing only when approved by Architect. Use tinting colors recommended by paint manufacturer for specific type of finish. B. Thin paints only when specifically allowed by manufacturer: do not exceed thinning directions. 2.03 JOINT TREATMENT MATERIALS: A. Compounds: Pre -fill powdered joint compound, taping compound and topping compound, ASTM C4475-70. B. Joint Tape: Perforated tape, ASTM C47570. 3.01 INSPECTION: A. Examine surfaces scheduled to receive paint and finished for conditions that will adversely affect execution, permanence, or quality of finish work, and which cannot be put into an acceptable condition through normal preparatory work. B. Notify Architect in writing of such unacceptable conditions. C. Do not proceed with surface preparation or coating applications until conditions are suitable. D. Application of paint or finish to surfaces shall constitute acceptance of that surface. Fire Stations 09900-2 _ 3.01 GENERAL APPLICATION REQUIREMENTS: A. The intent of these specifications is to produce highest quality appearance of paint and finish surfaces. Employ skilled mechanics only. B. Do not apply exterior paint while surface is damp, or during cold, rainy, or frosty weather, or when temperature is below 50°F. Avoid painting surfaces exposed to hot sun. C. Floors and adjacent surfaces, as well as surfaces to be painted, shall be clean before painting. D. Finish tops, bottoms, and edges of doors same as balance of doors after they are fitted. Seal top, bottom, opening and hardware recesses immediately after hanging doors. E. Clean surfaces free of foreign matter before applying paint or finishes. F. Maintain ambient temperature in building of not less than 60°F for G. 24 hours prior to and minimum of 24 hours after interior painting. Do not paint masonry surfaces with a moisture content exceeding 12%. H. Provide a minimum of 20 foot candles illumination for surfaces to be painted or finished. I. Apply materials with adequate ventilation; maintain ventilation in occupied rooms. 3.03 PREPARATION OF SURFACES: A. Wash metal surfaces with mineral spirits to remove dirt, oil, or grease before applying primer. Remove rust or scale by wire brushing or sanding clean before painting. Clean marred shop coats and touch- up with primer. B. Fill scratches, cracks, and abrasions in drywall with a spackling compound flush with adjoining surface. When dry, sand smooth and seal before application of priming coat. C. Do not. paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to the formation of a durable paint film. D. Clean surfaces to be painted before applying paint or surface treatments. 3.04 JOINT TREATMENT: A. Treat joints, interior angles, fastener depressions and finishing trim of face -layer wallboard. Prefill, tape, fill and finish in strict accordance with manufacturer's directions. Sand finish coat and leave surfaces smooth, uniform and free of fins, depressions, cracks and other imperfections. Treat joints of surfaces to receive ceramic tile or other finish wall material. Treat joints of all face layers and all gypsum board fire proofing. r" 3.05 APPLICATION: LA. Final coat of paint shall have visual evidence of solid hiding and uniform appearance, and shall be smooth, free of brush marks, streaks, sags, runs, laps, or skipped areas. B. Apply paint, stain, and varnish with suitable brushes, or rollers, as recommended my manufacturer. Spray application will be allowed only upon written approval of the Architect. C. Allow previous coats to thoroughly dry before applying succeeding coats. ` D. Edges of paint adjoining other materials or colors shall be sharp and clean with no overlapping. r E. Slightly vary color of successive coats. F. Sand and dust between each coat as required to remove visual defects. r• Fire Stations 09900-3 G. Each coat of paint applied shall be inspected by Architect before application of succeeding specified coats. Only inspected coats of paint will be considered in determining number of coats. Provide Architect a report of each coat applied when completed for inspection to comply with above. Architect reserves right to make revisions within color range of paint prior to`final coat. H. Apply each coat of paint uniformly to minimum wet fill(MWF) thickness specified in Schedule, or as recommended by manufacturer. Additional coats shall be applied if required to produce full coverage. 3.06 CLEANING AND PATCHING: A. Upon completion of work, remove paint and varnish spots from floor, glass, and other finished surfaces. Remove from premises rubbish and accumulated materials. Leave work in clean, orderly, and acceptable condition. B. Spot painting will be allowed to correct soiled or damaged paint surfaces only when touch-up spot will blend into surrounding finish and is invisible to normal viewing. Otherwise, re -coat entire section to corners or visible stopping point. 3.07 SCHEDULE OF PAINTING: EXTERIOR METAL - GAS 'PIPING First Coat: Kelly -Moore KelGuard Zinc Chromate Red Oxide Primer #1710 (MWF 2.1 mils) Second Coat: Kelly -Moore Kel-Guard Rust Inhibitive Enamel #1700 (MWF2.7mils) Third Coat: Kelly -Moore Kel-Guard Rust Inhibitive Enamel #1700 (MWF 2.7 mils) — EXISTING DRYWALL CONSTRUCTION First Coat: Kelly -Moore Super Latex Flatwall Finish #550 Second Coat: As required for full coverage. INTERIOR MASONRY SURFACES First & Second Coats: Kelly -Moore Kel Cote Alkyd Semi -Gloss Enamel #1630 (MWF 3.6 mils) — END OF SECTION Fire Stations 09900-4