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HomeMy WebLinkAboutResolution - 4471 - Contract - LDC Construction Co Inc - Remodel Street_Drainage Engineering Offices - 04_28_1994Resolution No. 4471 Item #19 April 28, 1994 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 and all related documents by and between the City of Lubbock and LDC Construction Co., Inc. of Lubbock, Texas, to furnish and install all materials as bid for the Remodel Street/Drainage Engineering Offices for the City of Lubbock, which contract is attached hereto, which shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 28th day of April 1994. ATTEST: Betty NV Johnson, My Secretary APPROVED AS TO CONTENT: Victor KilmaC Purchasing Manager AP ROVED AS TO FORM: hn C. Ross, City Attorney JCRdpkl:kod=VJDC1t= April X 1994 CITY OF LUBBOCK SPECIFICATIONS FOR REMODEL STREET/DRAINAGE ENGINEERING OFFICE BID #12912 I CITY OF LUBBOCK Lubbock, Texas F F Office of Purchasing City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 606-767-2167 MAILED TO VENDOR OLDXLOSE DATE: NEW CLOSE DATE: April 6,1994 April 7,1994 AT 2:00 P.M. April 12,1994 AT 2:00 P.M. BID #12912 - REMODEL STREET/DRAINAGE ENGINEERING OFFICES ADDENDUM # 1 Please modify or amend Contract Documents as follows: Please note the change for bid closing from April 7, 1994 at 2:00 p.m. to the NEW CLOSING DATE of APRIL 12,1994 at 2:00 n.m. 2. On the drawings, Sheet D-1, contractor shall dismount all furniture partitions and store for final use as depicted on Sheet A-1. Deliver unused partitions as directed by City of Lubbock,. Patch all toggle bolt holes with demolished vinyl to match existing. 3. Provide Visqueen barrier entire length of wall for demolition/construction in American State Bank storage area. New West wall of Corridor 107 shall be one (1) hour rated. Provide vinyl covered gypboard to above ceiling and 5/8" Type "X" above ceiling and on Storage Room side. Fire tape as required 4. Owner will move existing furniture as required for contractor to proceed with work. Spaces shall remain occupied by Owner during duration of project. 5. New walls of Copy Room 117 shall extend to underside of deck. Extend existing sprinkler system to below new ceiling. 6. Provide new vinyl covered gypboard on all walls of Offices 101, 102, 103, 104, 105, 106,108 and 113. Any information or clari5cation concerning this bid should be submitted in writing and directed to Ron Shuflield, Senior Buyer. PLEASE RETURN ONE COPY WITH YOUR BID THANK YOU, Ron Shuffield Senior Buyer CITY OF LUBBOCK REQUEST FOR BIDS FOR TITLE: REMODEL STREET/DRAINAGE ENGINEERING OFFICE ADDRESS: LUBBOCK, TEXAS BID NUMBER: 12912 PROJECT NUMBER: 2191-552101-6511 CONTRACT PREPARED BY: PURCHASING DEPARTMENT 0 t I. l 2. ` 3. 4. 5. 6. r, 7. r; 8. 1 9. 10. 11. r-, 12. j` i INDEX NOTICE TO BIDDERS GENERAL INSTRUCTIONS TO BIDDERS BID PROPOSAL - BID FOR LUMP SUM CONTRACTS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT GENERAL CONDITIONS OF THE AGREEMENT CURRENT WAGE DETERMINATIONS SPECIFICATIONS SPECIAL CONDITIONS NOTICE OF ACCEPTANCE NOTICE TO BIDDERS F NOTICE TO BIDDERS BID #12912 Sealed bids addressed to Ron Shuffield, Senior Buyer, City of Lubbock, Texas, will be received at the office of the Purchasing Manager, Municipal Bldg., 1625 13th St., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 7th day of Aaril,1994, 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: REMODEL STREET/DRAINAGE ENGINEERING OFFICE r After the expiration of the time and date above first written, said sealed bids will be opened by the Buyer at his office and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of Purchasing Manager for the City of F Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 28th day of April, 1994, 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 and payment bond in accordance with Article 5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000.00. Said statutory bonds should be issued by a company carrying a current Best Rating of B or P no as the rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder. If the contract price does not exceed $25,000.00 the said statutory bonds will not be required Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. a The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager for the City of Lubbock, Lubbock, Texas. 6 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 !I in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. There will be a pre -bid conference on 31st day of March, 1994, at 10:00 o'clock am. in the Personnel Conference Room 108, 1625 13th Street, Lubbock, Texas. 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 Purchasing Department at (806) 767-2167 (Monday -Friday, 8:00 - 5:00 p.m.) or 1625 13th Street Room L-04 at least 48 hours in advance of the meeting. C OF LUBBOCK z RON SHUFFIEL SENIOR BUYER ra ADVERTISEMENT FOR BIDS BID # 12912 Sealed bids addressed to Ron Shuffield, Senior Buyer, Purchasing Department, City of Lubbock, Texas, will be received at the Purchasing Office, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401 until 2 :00 o'clock P.m. on the 7th day of Anril,1994, 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: REMODEL STREET/DRAINAGE ENGINEERING OFFICE After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Buyer and publicly read aloud. The plans, specifications, bid forms and contract documents may be examined at the office of the Purchasing Manager for the City of Lubbock, Texas. Attention of each bidder is particularly called to the Schedule of General Prevailing Rate of Per Diem Wages included in the t contract documents on file in the office of the Purchasing Manager of the City of Lubbock, Texas. Each bidder's attention is further t directed to the provisions of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning such wage scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock. k 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. ` There will be a prebid conference on the 31st day of March,1994, at 10:00 a.m., in the Personnel Conference Room 108, 1625 13th Street, Lubbock, Texas. 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 Purchasing Department at (806) 767-2167 (Monday -Friday, 8:00 - 5:00 p.m.) or 1625 13th Street, Room L-04 at least 48 hours in advance of the meeting. 7 GENERAL INSTRUCTIONS TO BIDDERS r F r GENERAL INSTRUCTIONS TO BIDDERS 1. SCOPE OF WORK r The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents for the Remodel StreetfDrainage Engineering Office. r 2. CONTRACT DOCUMENTS Ali work covered by this contract shall be done in accordance with contract documents described in the General Conditions. All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. r" 1' 3. PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 4. TIME AND ORDER FOR COMPLETION a The construction covered by the contract documents shall be fully completed within 90 (Ninety) 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 r documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the i 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. S. PAYMENT r� All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract f documents. 6. 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 f notified. 7. MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the } project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project. 19 8. 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). 9. PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 10. 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 proposed 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. 11. TEXAS STATE SALES TAX This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 12. PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 13. BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost 4 7 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. 14. EXPLOSIVES The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. Explosive materials shall not be stored or kept at the construction site by the Contractor. In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. r" 15. 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. 16. 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 r- 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 insurance certificates furnished shall name the City as an additional insured and shall further state that all E subcontractors are named as additional insureds, or in the alternative, shall be accompanied by a statement from the r Contractor to the effect that no work on this particular project shall be subcontracted. g 17. LABOR AND WORKING HOURS Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The Rage rate which must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 18. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 19. PROVISIONS CONCERNING ESCALATOR CLAUSES Proposals 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. 20. PREPARATION FOR PROPOSAL The bidder shall submit his proposal 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 proposes 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 proposal is submitted by an individual, his name must be signed by him or his duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink. Each proposal 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) Proposal for (description of the project). r F 4 Bid proposals may be withdrawn and resubmitted at an time prior to the time set for opening of the bids, but no proposal P Po Y Y� P Pe � g P Po may be withdrawn or altered thereafter. 21. BOUND COPY OF CONTRACT DOCUMENTS J Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: r (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Proposal. (d) Statutory Bond (if required). (e) Contract Agreement. M General Conditions. (g) Special Conditions (if any). (h) Specifications. ' (i) Insurance Certificates. (j) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. r- i 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. s F L._-- L t-r P- r PLACE: 1625 13th Street BID PROPOSAL LUMP SUM PROPOSAL CONTRACT DATE: April 7, 1994 4 PROJECT NUMBER: 12912 - REMODEL STREET/DRAINAGE ENGINEERING OFFICE r Proposal of LDC Construction Co., Inc. To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) r 1 Gentlemen: The Bidder, in compliance with your invitation for bids for the construction of a Remodel Street/Mtainage Engineering Office (hereinafter called Bidder) Thaving carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract documents. h MATERIALS:7, Z SERVICES: /_/ zt, zZu: ��1, .,-, ��.:. � t cZ, Ls L,%111,6J IJ TOTAL BID: E- - - lt��e /� �— (S �� O • r (Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern.) J. 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 90(Ninety) consecutive calendar days thereafter as stipulated in the J�specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of S100.00 (ONE HUNDRED DOLLARS) for each consecutive calendar day in excess of the lime set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. JBidder understands and.agrees that this bid proposal shall be completed and submitted in accordance with instruction number 20 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to wai%,c any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. J r�- d r" The undersigned Bidder hereby declares that he has ,%isited 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 irork on or before the date specified In the written notice to proceed, and to substantially complete the work on which he has bid; as provided in A. the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable iiithout r 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 10 days after notice of award of the contract to him. r Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars ($ ) or a Proposal Bond in the sum of five percent Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner «ithin ten (10) days after the date of receipt of written notification of acceptance of said proposal. othemise, said check or bond shall be returned to the undersigned upon demand. T Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. LDC Construction Co., Inc. Contact BY:L t Fred Davis, Vice —President (Seal if Bidder is a Corporation) ATTEST: a. J l Secrc ry 7 5 r k, • LIST OF SUBCONTRACTORS r E Minority On•ned Yes No CI 2. } Z Z 7-1-,.�' x 3. '+ 4. 5. 6 7. 8. 9. T IU. _ _ r F1 BID BOND Know a I I men by these presents: That LDC CONSTRUCTION CO., INC. (hereinafter called the Principal) as Principal, and the MERCHANTS BONDING COMPANY (Mutual) a corporation of the State of Iowa, with its Home Office in the City of Dep Moines, Iowa, (hereinafter called Surety), as Surety, are held and firmly bound to CITY OF LUBBOCK (hereinafter called the Obligee) in the full and just sum of ($ --------- 5%------------- ) FIVE PERCENT OF THE GREATEST AMOUNT BID---------------------------- Dollars good and lawful money of the United States of America, to the payments of which sum of money well and truly to be made, the said Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed, sealed and dated this 7TH day of APRIL _Ig 94 _ THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for REMODEL STREET/DRAINAGE ENGINEERING OFFICE PROJECT #2191-552101-6511 BID NO. 12912 according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the MERCHANTS BONDING COMPANY (Mutual) and Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness • ? L v Attest. LDC CONSTRUCTION CO.. INC. n, Pr Y B:1.�incipal t`�' ME)RCHANTS BONDING CO ANY (Mutual) By '7) AAELA HILL - AT O_RNEY—IN—IN—FACT r Merchants Bonding Company r (Mutual) POWER OF ATTORNEY Know All Men By These Presents, that the MERCHANTS BONDING COMPANY (Mutual), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Howard Cowan, Kevin J. Dunn or Marla Hill of Lubbock and State of Texas Its true and lawful Attorney -in -Fact, with full power and authority hereby conferred in Us name, place and stead, to sign, execute, acknowledge and deliver in Its behalf as surety: Any or all bonds or undertakings provided that no bond or undertaking executed under this authority shall exceed in amount the sum of TWO MILLION ($2,000,000.00) Dollars and to bind the MERCHANTS BONDING COMPANY (Mutual) thereby as fully and to the same extent as If such bond or undertaking was signed by the duty authorized officers of the MERCHANTS BONDING COMPANY (Mutual), and all the acts of sald Attorney, pursuant to the authority herein given, are hereby ratified and confirmed. rThis Power -of -Attorney Is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of i the MERCHANTS BONDING COMPANY (Mutual ARTICLE P, SECTION S. — The Chairman of the Board or President or any Vice President or Secretary shall have power and r., authority to appoint Attorney -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seat of the Company thereto, bonds and undertakings, reoognizances, contracts of indemnity and other writings obligatory in the nature thereof. r ARTICLE Z SECTION 9. — The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof, MERCHANTS BONDING COMPANY (Mutual) has caused these presents to be sign' by its Vice President and President, and Its corporate seal to be hereto affixed, this 4th day of January A.D., tg 94 Attest: MERCHANTS BONDING COMPANY (Mutual) ... . • .• J •����PPt7g4A' By ui x. • a' 1933 VkePresident • J .8w.urvi••uu•!• ti. STATE OF IOWA 6� • �c . COUNTY OF POLK ss •'. b� ��•' On this 4th day of January .19 94 before me appeared M.J. Long and W G. Brundage, to me personally known, who being by me duly sworn did say that they are Vice President and Secretaryfrreasurer respectively of the MERCHANTS BONDING COMPANY (Mutual), the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. r In Testimony Whereof, I have hereunto set my hand and affixed my Officlal Seal, at the City of Des Moines, Iowa the day and year first I` above written. ,90..00-0000 �'_Y N e0 :• • aS . O • Na•ry Public, Polk County. lave • AI • Oil Y A i My commission Espies 11-4-95 •• G •••' •...' •• SAP .' STATE OF IOWA •• .,4 A - COUNTY OF POLK ss. I, M •1 Long, Vice President of the MERCHANTS BONDING COMPANY (Mutual) do hereby certify that and r. foregoing Is a true and correct copy of the POWER OF ATTORNEY, executed by said ME Of;IDING COMPANY (Mutual), which is still in force and effect. '•O� '�yq In Witness Whereof, I have hereunto set my hand and affixed the seat of the Company, at LUBBOCK 1%huS 9 ' this 7TH day of APRIL 19, 94 t" "_ {^`• This power of attorney expires December 31, 1995. /'V r••' resc 0814 a I BONDING — 7� -- s O I WO-W.T413 BOND NO. TX 488652 �VDo STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160 OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED (McGregor Act —Public Works) BOND CHECK (Penalty of this bond must be 100% of Contract amount) BEST RATING..____,..... LICENSED IN TEXAS KNOW ALL MEN BY THESE PRESENTS: DATE s s -L BY That, LDC CONSTRUCTION CO., INC. (hereinafter called the Principal), as Principal, and MERCHANTS BONDING COMPANY (Mutual), a corpo- ration organized and existing under the laws of the State of Iowa, with its principal office in the City of Des Moines, (hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF LUBBOCK (hereinafter called the Obligee) in the amount of FIFTY EIGHT THOUSAND ONE HUNDRED AND NO/ 100— Dollars ($ 58 ,100.00 ), for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 28TH day of APRIL ,19 ,to BID #12912 - REMODEL STREET/DRAINAGE ENGINEERING OFFICE 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 Article 5160 of the Revised Civil Statutes of Texas as amended and all liabilities on this bond to all such claimants 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 and Surety have signed and sealed this instrument this 3RD day of MAY , 19 94 . Witness: (If Individual or Firm) Attest: Corpo 'o r (Seal) (Seal CONSPVCTION CO.. INC. (Seal) (Seal) FRED DAVIS Principal'V PRESIDENT MERCHANTS BONDING OMPANY (Mutual) e S ty By _ _ (Seal) ` Merchants Bonding Company r. (Mutual) I' r POWER OF ATTORNEY Know All Men By These Presents, that the MERCHANTS BONDING COMPANY (Mutual), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Howard Cowan, Kevin J. Dunn or Marla Hill of Lubbock and State of Texas its true and lawful Attorney -in -Fact, with full power and authority hereby conferred in Its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety: Any or all bonds or undertakings provided that no bond or undertaking executed under this authority shall exceed in amount the sum of TWO MILLION ($2,000,000.00) Dollars and to bind the MERCHANTS BONDING COMPANY (Mutual) thereby as fully and to the same extent as If such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (Mutual and all the acts of said Attorney, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (Mutual ARTICLE 2, SECTION S. — The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attomey-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of Indemnity and otherwritings obligatory In the nature thereof. ARTICLE 2, SECTION 9. — The signature of any authorized officer and the Seal of the Company may be affixed by tacsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof, MERCHANTS BONDING COMPANY (Mutual) has caused these presents to be signed by its Vice President and President, and its corporate seal to be hereto affixed, this 4th day of January A Q, 19 94 Attest: MERCHANTS BONDING COMPANY (Mutual) pC phA•• I co 00 ey a 1933 •: c Ne•Pntfdent ;yj �Y/�••ga•" �. STATE OF IOWA •• 6� ..... • ���� COUNTY OF POLK as On this 4th day of January .19 94 before me appeared M.J. Long and W.G. Brundage, to me personalty known, who being by me duly sworn did say that they are Vice President and Secretary/Treasurer ^, respectively of the MERCHANTS BONDING COMPANY (Mutual), the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seat of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of Its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal, at the City of Des Moines, Iowa the day and year first above written. MLL� Mnrary PuDfio. Polk County, Iowa my Comm ision &p nts 11-4-95 STATE OF IOWA COUNTY OF POLK ts. I, M.J. Long, Vice Presidentof the MERCHANTS BONDING COMPANY (Mutual), do hereby certify that the and foregoing Is a true and correct copy of the POWER OF ATTORNEY, executed by said MERCHANT , BIDING COMPANY (Mutual), which Is still in force and effect. ,5..� - . � f. ff �,`` �.• In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company, at LUBBOCK; �SfTsRAS �. . this 3RD day of MAY 19, 94 This power of attorney expires December 31, 1995. ��✓ ' ' �1 MSC 0814 C 4. IMPORTANT NOTICE �. To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512)475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. F F F PERFORMANCE BOND r 0 0 ! 0 N _1D ff 0 y(� M4u PERFORMANCE BOND BOND NO. TX 488652 0®o STATUTORY PERFORMANCE BOND PURSUANT TO ARTICLE 5160 OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED (McGregor Act —Public Works) BOND CHECK A ,.�,.� (Penalty of this bond must be 100% of Contract amount) BEST RATING /_ LICENSED IN TEXAS KNOW ALL MEN BY THESE PRESENTS: DATE /7BY That, LDC CONSTRUCTION CO., INC. (hereinafter called the Principal), as Principal, and MERCHANTS BONDING COMPANY (Mutual), a corpo- ration organized and existing under the laws of the State of Iowa, with its principal office in the City of Des Moines, (hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF LUBBOCK (hereinafter called the Obligee) in the amount of FIFTY EIGHT THOUSAND ONE HUNDRED AND NO1100— Dollars ($ 58 ,100.00 ), for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 28TH day of APRIL ,19 94 ,to BID #12912 — REMODEL STREET/DRAINAGE ENGINEERING OFFI which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended 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 and Surety have signed and sealed this instrument this 3RD day of MAY , 19 94 Witness: A(If Individual or Firm) tte Co n) (Seal) (Seal LDC CONSTRUOTION CO., INC. (Seal) (Seal) FRED DAVIS Principal;PRESIDENT MERCHANTS BONDIAJPP-90MPANY (Mutual) By J."DUNN, WTORNEY—IN—FACT (Seal) CERTIFICATE OF INSURANCE ACORN. CERTIFICATE OF INSURANCE ISSUE DATE (MM/DD/YY) i, 5/10/94 i � PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND I CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATI r, THE INWEST GROUP, INC. DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 6 DESTA DRIVE, SUITE 5550 POLICIES BELOW. MIDLAND, TEXAS 79705 COMPANIES AFFORDING COVERAGE r COMPANY LETTER A BITUMINOUS INSURANCE COMPANY INSURED LETERYB BITUMINOUS INSURANCE COMPANY LDC CONSTRUCTION COMPANY, INC. COMPANY LETTER C BITUMINOUS INSURANCE COMPANY P.O. BOX 65251 r LUBBOCK, TEXAS 79464 COMMPAN D LETTER T.W.C.I.F. LEERY E BITUMINOUS CASUALTY COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ` INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'CO �. ,.LTR r TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE (MM/DD(YY) DATE (MM/DDIYY) A GENERAL LIABILITY CL02139047 5/6/94 5/6/95 GENERAL AGGREGATE $1000000 j X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. a 1000000 CLAIMS MADE X OCCUR. PERSONAL A ADV. INJURY a 500000 OWNER'S it CONTRACTOR'S PROT. EACH OCCURRENCE a 500000 7 FUSE DAMAGE (Any one fire) a 50000 MED. EXPENSE (Anyone person) a 5000 B AUTOMOBILE LIABILITY CAP1822167 COMBINED SINGLE 5/6/94 5/6/95 LIMIT a 500000 X ANY AUTO ALL OWNED AUTOS BODILY INJURY a ` SCHEDULED AUTOS (Par person) X HIRED AUTOS BODILY INJURY a X NON -OWNED AUTOS (Per accldent) GARAGE LIABILITY PROPERTY DAMAGE a C EXCESS LIABILITY EACH OCCURRENCE a 500000 .1 CL02139048 5/6/94 5/6/95 UMBRELLA FORM AGGREGATE $ X OTHER THAN UMBRELLA FORM EXCESS GENERAL LIABILITY & k D WORKER'S COMPENSATION TSF11126801 5/6/94 5/6/95 STATUTORY LIMITS I AND EACH ACCIDENT a 500000 DISEASE —POLICY LIMIT a SOOOOO EMPLOYERS' LIABILITY r1e,: DISEASE —EACH EMPLOYEE S 500000 .,�E DBUILDER RISK CLP2139047 5/6/94 5/6/95 $500,000 ANY ONE BUILDING i j $600,000 ANY ONE LOSS F; DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLESISPECIAL ITEMS RE:CITY OF LUBBOCK — BID #12912 — REMODEL STREET/DRAINAGE ENGINEERING OFFICE. ADDITIONAL INSURANCE IN FAVOR OF THE CITY OF LUBBOCK CERTIFICATE HOLDER CANCELLATION i f CITY OF LUBBOCK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE I IP.O. BOX 2000 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 10 LUBBOCK, TEXAS 79457 I � MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPOPff?80MPANY, ITS AGENTS OR R65ENTATIVES. AUTHORIZED REPRESENTATIVE 1^ ACORD 25-S (7/90) �ACORON%RRATION 1990 CERTIFICATE OF INSURANCE ISSUE DATE (MM/DD/YY) 5/3/94 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PRODUCER 7,rHE INWE ST GROUP, INC. DESTA DRIVE, SUITE 5550 MIDLAND, TEXAS 79705 7,SURED LDC CONSTRUCTION COMPANY, INC. P. 0. BOX 65251 g7LUBBOCK, TEXAS 79464 l COMPANIES AFFORDING COVERAGE COMPANY A LETTER BITUMINOUS INSURANCE COMPANY COMPANY 8 LETTER BITUMINOUS INSURANCE COMPANY COMPANY C LETTER COMPANY D LETTER T.W.C.I.F. COMPANY E LETTER BITUMINOUS CASUALTY ;OVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, r" EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I ;0 TYPE OF INSURANCE POLICY NUMBER LTR POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE (MM/DD/YY) DATE (MMIDD/YY) GENERAL LIABILITY GENERAL AGGREGATE S 2000000 7A X COMMERCIAL GENERAL LIABILITY CLP2136030 5/6/93 5/6/94 PRODUCTS-COMP/OPAGG. i 2000000 CLAIMS MADE X OCCUR. PERSONAL A ADV. INJURY S 1000000 OWNER'S 3 CONTRACTOR'S PROT. EACH OCCURRENCE $ 1000000 FIRE: DAMAGE (Any one fire) i 50000 L MED. EXPENSE (Any one person) i 5000 B AUTOMOBILE LIABILITY COMBINED SINGLE S r X ANY AUTO CAP1803625 LIMIT 5/6/93 5/6/94 1000000 ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) d X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE i UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM STATUTORY LIMITS D WORKER'S COMPENSATION TSF-11268-00 5/6/93 5/6/94 EACH ACCIDENT a 500000 AND DISEASE —POLICY LIMIT S 500000 EMPLOYERS' LIABILITY DISEASE —EACH EMPLOYEE S 500000 OTHER E BUILDER RISK CLP2136030 5/6/93 5/6/94 $500,000 ANY ONE BUILDING $600,000 ANY ONE LOSS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS I RE: CITY OF LUBBOCK — BID.4412912 — REMODEL STREET/DRAINAGE ENGINEERING OFFICE. 'M ADDITIONAL INSURED IN FAVOR OF THE CITY OF LUBBOCK w, CERTIFICATE HOLDER CANCELLATION r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK P. 0. BOX 2000 EXPIRATION I N DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LUBBOCK, TEXAS 79457 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 7 LIABILITY OF ANY KIND UPON THE COMPANY, ITS A TS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE :ACORD 25-S (7/90) ©ACORD CORPORATION 1990 CERTIFICATE OF INSURANCE ISSUE DATE (MMIDD/YY) PRODUCER THE INWEST GROUP, INC. 6 DESTA DRIVE, SUITE 5550 MIDLAND, TEXAS 79705 r 7 SURED LDC CONSTRUCTION COMPANY, INC. P. 0. BOX 65251 r^LUBBOCK, TEXAS 79464 R COVERAGES 5/3/94 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. _ COMPANIES AFFORDING COVERAGE COMPANY A LETTER BITUMINOUS INSURANCE COMPANY, COMPANY LETTER B BITUMINOUS INSURANCE COMPANY' COMPANY C LETTER COMPANY LETTER D T.W.C.I.F. COMPANY E LETTER TTmTT tTIIATf[ TY I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ;O LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/YY) DATE (MMI D/YY) LIMITS A GENERAL LIABILITY GENERAL AGGREGATE $2000000 X COMMERCIAL GENERAL LIABILITY CL02139047 5/6/94 5/6/95 PROD UCTS-COM PIOP AGG. $2000000 CLAIMS MADE X OCCUR. PERSONAL 8 ADV. INJURY $1000000 OWNER'S 8 CONTRACTOR'S PROT. EACH OCCURRENCE $1000000 FIRE DAMAGE (Any one lire) 1 50000 MEEI. EXPENSE (Any one person) S SnnQ._ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 11000000 7 X ANY AUTO CAP1822167 5/6/94 5/6/95 E ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS k X NON -OWNED AUTOS GARAGE LIABILITY BODILY INJURY (Per sccldent) PROPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE i UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM D WORKER'S COMPENSATION TSF-111268-01 AND EMPLOYERS' LIABILITY 5/6/94 5/6/95 STATUTORY LIMITS EACH ACCIDENT $ DISEASE —POLICY LIMIT 1 DISEASE —EACH EMPLOYEE S 500000 500000 SnnOOn OTHER D BUILDER RISK CLP2139047 5/6/94 5/6/95 $500,000 ANY ONE BUILDING $600,000 ANY ONE LOSS DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/SPECIAL ITEMS 1 RE: CITY OF LUBBOCK - BID #12912 - REMODEL STREET/DRAINAGE ENGINEERING OFFICE. ADDITIONAL INSURANCE IN FAVOR OF F THE CITY OF LUBBOCK CERTIFICATE HOLDER CANCELLATION P- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE I CITY OF LUBBOCK P. 0. BOX 2000 LUBBOCK, TEXAS 79457 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE: CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS IGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-S (7/90) _ 0 CORPORATION 1990 w i CERTIFICATE OF INSURANCE ISSUE S f 3 / 94 DNn PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND INWEST GROUP, ONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE rwlm INC.. DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 5 DESTA DRIVE, SUITE 5550 POLICIES BELOW. G MIDLAND, TEXAS 79705 COMPANIES AFFORDING COVERAGE 9 COMPANY LETTER A BITUMINOUS INSURANCE COMPANY COMPANY B 7NSURED LETTER ,DC CONSTRUCTION COMPANY, INC. COMPANY P. 0. BOX 65251 LETTER C 7,UBBOCK, TEXAS 79464 COMPANY LETTER D i. COMPANY E LETTER `COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM/DDNY) DATE (MM/DDNY) rA GENERAL LIABILITY GENERAL AGGREGATE $ 500000 d X COMMERCIAL GENERAL LIABILITY **FORTHCOMING 5/3/94 5/3/95 PRODUCT&COMP/OPAGG. S CLAIMS MADE X OCCUR. PERSONAL 3 ADV. INJURY S X OWNER'S 6 CONTRACTOR'S PROT. EACH OCCURRENCE S 500000 FIRE DAMAGE (Any one lire) S MED. EXPENSE (Any one person) S AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY EXCESS LIABILITY UMBRELLA FORM BODILY INJURY S (Per person) BODILY INJURY S (Per accident) PROPERTY DAMAGE S EACH OCCURRENCE S AGGREGATE S OTHER THAN UMBRELLA FORM STATUTORY LIMITS WORKER'S COMPENSATION EACH ACCIDENT S AND DISEASE —POLICY LIMIT $ EMPLOYERS' LIABILITY DISEASE —EACH EMPLOYEE S OTHER NAMED INSURED: CITY OF LUBBOCK P. 0. BOX 2000 fr.. LUBBOCK, TEXAS 79457 I 'DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK — BID #12912 — REMODEL STREET/DRAINAGE ENGINEERING OFFICE. 1 i CERTIFICATE HOLDER CITY OF LUBBOCK P. 0. BOX 2000 LUBBOCK, TEXAS 79457 s CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL _LQ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS ANTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE A ch ACORD 25-S (7/90) CACORD CORPORATION 1990 [ �.. ; L.__ a L - L_— L. � � L.- L—: — i- t-„ L L—.. L-- L- L- t-a L- ' L -- L. — - L. CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 8�th day of Ana 1994, by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and LDC Construction Co., Inc. of the City of Lubbock, County of Lubbock, and the State of Tezas, 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 I•- agrees with OWNER to commence and complete the construction of certain improvements described as follows: i BID #12912 - REMODEL STREET/DRAINAGE ENGINEERING OFFICE FOR 558,100.00 l and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost l 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 proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein - IN VVITNESS WHEREOF, the parties to these presents have r• year and day first above written. G.... . ,iMiz ATTEST: v 7U Co to Secretary agreement in Lubbock, Lubbock County, Texas in the YOR CONTRACTOR: LDCO., INC. By:C NSTR ON TITLE: �') Q COMPLETE ADDRESS: 1?,O. Boa 65251 Lubbock, Texas 79464 7 \ GENERAL CONDMONS OF THE AGREEMENT GENERAL CONDMONS OF THE AGREEMENT i 4 1. OWNER Whenever the word Owner, or the expression Party of the First Part, 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 the expression Party of the Second Part, or Second Party, is used, it shall be understood to mean the person, persons, co -partnership or corporation, to -wit: LDC CONSTRUCTION CO., INC. who has agreed to perform the work embraced in this contract, or to his 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 LARRY HERTEL, CITY ENGINEER City of Lubbock, under whose supervision these contract documents, including the plans and specifications, were prepared, and who will inspect constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's Representative, but shall riot directly supervise the Contractor or men acting in behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, 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 his inspection in accordance with the Notice to Bidders. 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 Owncr's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm onto 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 him who gives the notice. 9M WORK 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 land 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 famished with one copies of all Plans, Profiles and Specifications without expense to him and he 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 of quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner that the completed project will conform to the requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever 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 his 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 him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY I Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under this contract.. He 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 Owner's Representatives's estimates and findings shall be conditions precedent to the right of the parties hereto to arbitration or to any action on the contract, and to any rights of the Contractor to receive any money under this contract; provided, however, that should Owner's Representative render any decision or give any direction, which in the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such action may reserve the right to submit the questions so raised to arbitration as hereinafter provided. It is the intent of this Agreement that there shall be no delay in the execution of the work, therefore, written decisions or direction of the Owner's Representative as rendered shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted to arbitration as hereinafter provided. The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plans. Should the Owner's Representative fail to make such decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the party appealing. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time r' 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 six (6) days make written appeal to the Owner's Representative for his decision. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE i 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 his absence and all directions given to him shall be i binding as if given to the Contractor. 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 E of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of his agents or employees, or any other persons performing any of the work. r 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied himself 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 effect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of the terms or obligations herein contained. 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 him in writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, 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 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 reasonable 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 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 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 Observer has previously accepted the work through oversight or otherwise. If any work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. i If any 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 i the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is further 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 r• plans, specification and contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they inCrease the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity 77 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 any actual loss occasioned by such change, due to actual expenses incurred in i preparation for the work as originally planned. 24. BXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contra.ctoes proposal, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the actual field cost of the work, plus fifteen (15°/a) per cent. 4 4 In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using'100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his 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 he should receive compensation or an adjustment in the construction time, he shall 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). The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below provided. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of this contract that all work described in the proposal, 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. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included and has provided sufficient sums in his proposal to complete the work in accordance with these plans and specifications. It is further understood that any request for clarification must be submitted no later than five days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. r 27. PROTECTION AGAINST ACCIDENT TO EMPLOYtES AND THE PUBLIC The Contractor shall take out and procure a policy or policies of Workmen's Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's 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, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any character whatsoever, brought for or on account of arty injuries or damages received or sustained by any person or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including attorney's fees. The safety precautions taken shall be the sole responsibility of the Contractor, in his 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 j" Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of his subcontractors. 28. CONTRACTOR'S INSURANCE 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 r" 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. Comprehensive General Liability Insurance d. The contractor shall have Comprehensive General Liability Insurance with limits of $500.000 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury (with exclusion "c" waived) 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. A"' 1a C. E F G Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. The Contractor shall obtain an Owner's Protective or Contingent Public Liability Insurance policy naming the City of Lubbock as insured and the amount of such policy shall be as follows: For bodily injuries, including accidental death and or property damage, $500,000 Combined Single Limit. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500,000 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. Builder's Risk Insurance The Contractor shall obtain a Builder's Risk policy in the amount of (100% of potential loss) naming the City of Lubbock as insured. Excess or Umbrella Liability Insurance The Contractor shall have Excess or Umbrella Liability Insurance in the amount of $500,000 with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. 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. 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 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. (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. r" (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. (9) If policy limits are paid, new policy must be secured for new coverage to complete project. 29. DISABLED EMPLOYEES Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and priviliges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN, AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of arty demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machineryand parts thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance 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 tl 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, 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 a. discharge any such indebtedness. Any and all communications between any party under this paragraph must be in writing. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the POO Owner harmless from arty 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 harmless C" from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the 4 Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement. i" 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 effect the contract or the work, and shall indemnify and save harmless the Owner against any claims I arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. i If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, he 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. ASSIGNMENT AND SUBLETTING The Contractor further agrees that he will retain personal control and will give his 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 his full obligations to the Owner, as provided by this contractual agreement. 34. TIME FOR 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 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 on a date to be specified in the Notice to Proceed. If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, 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 $100.00 (One Hundred) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic change 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 of the impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment. It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute his 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 proposals; provided, also, that when the Owner is having other work done, either by contract or by his 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 proposes 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. POW 36. EXTENSION OF TIME The Contractor agrees that he has submitted his proposal 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 33 hereinabove set forth and that he shall not be entitled to, nor mill he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the Contractor supported by all requested documentation shall then submit such written request to the City Council of the City of Lubbock for their consideration. Should the Contractor disagree azth the action of City Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided 7 37. HINDRANCE AND DELAYS r.. In executing the contract agreement, the Contractor agrees that in undertaking to complete; the work within the time herein S fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays in securing material or workmen or otherwise. 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 t expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid r contents, number and weight only shall be considered, unless otherwise specifically provided.In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the ►" estimated quantities are shown 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 proposals offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. r 39. PROTECTION OF ADJOINING PROPERTY L. 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 he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work. r- 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for frnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by him 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 which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment. Owner's Representative shall review said application for partial payment 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; said statement shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. 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 this agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion of the retained percentage due Contractor. 43. FINAL COMPLETION AND ACCEPTANCE Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor. 44. FINAL PAYMENT Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31st day after the date of certificate of completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the Contractor. Neither the certificate of acceptance 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 special conditions (if any) of this contract or required in the specifications made a part of this contract. 45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. r' 46. CORRECTION OF WORK AFTER FINAL PAYMENT Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for �.. faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other work 1 ' resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with reasonable promptness. }� 47. PAYMENT WITHHELD The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to �^ such extent as may be necessary to protect himself from loss on account of. (a) Defective work not remedied. (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, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. 48. TIME OF FILING CLAIMS 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) days after the Owner's Representative has given any directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. 7' 49. ARBITRATION All questions of dispute under this agreement shall be submitted to arbitration at the request of either party to the dispute. ,.. The parties may agree upon one arbitrator, otherwise, there shall be three; one named in writing by each party and the third chosen by the two arbiters selected; or if the arbiters fail to select a third within ten (10) days, he shall be chosen by the District Judge, 72nd Judicial District of Texas. Each arbiter shall be a resident of the City of Lubbock. Should the party demanding arbitration fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall lapse, and the rdecision of the Owner's Representative shall be final and binding on him. Should the other party fail to choose an arbiter within ten (10) days, the Owner's Representative shall appoint such arbiter. Should either party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the arbiters are empowered by both parties to take Ex Parte Proceedings. The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the contract, unless either or both parties shall appeal within ten (10) days from date of the award by the arbiters, and it is hereby agreed that each party shall have the right of appeal and all proceedings shall be according to and governed by Arbitration Statutes of Texas, being Article 224, et seq., Vernon's Annotated Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT SHALL BE A CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION. The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sustained, such sums as they deem proper for the time, expense and trouble incident to the appeal, and if the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation, unless otherwise provided by agreement, and shall assess the costs and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writing and shall not be open to objection on account of the form of proceedings or award. 50. ABANDONMENT BY CONTRACTOR In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative, when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, 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. -- After receiving said notice of abandonment, 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 case the Surety should fail to continence compliance with the notice for completion hereinbefore provided for within ten (10) days after service of such notice, then the Owner may provide 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 his 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. However, should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. When the work shall have been substantially completed, the Contractor and his Surety shall'be so notified and certificates of completion and acceptance, as provided in paragraph 42 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 is r delivered to Contractor and his Surety, 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 certificate 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 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. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety 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 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 subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) 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. 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, to their proper owners. 51. ABANDONMENT BY OWNER In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the �-• work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been w included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the the attached proposal, the value of all partially r completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or I provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and ? all other sums that may be retained by the Owner under the terms of this Agreement, and shall certify same to the Owner who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance PM shown by said final statement as due the Contractor, under the terms of this Agreement 52. BONDS r The successful bidder shall be required to furnish a performance bond and payment bond in accordance with Article 5160, Vernoes Annotated Civil Statutes in the amount of 1001/6 of the total contract price, in the event said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00, the statutory bonds will not be required. All bonds, if r 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. And it is further agreed that this contract shall not be in effect until such bonds are so furnished 53. 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. 54. LOSSES FROM NATURAL CAUSES Unless otherwise specified herein, all loss 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 and the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 55. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control his 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 his 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. 56. 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 he shall remove all such debris and also his 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. CURRENT WAGE DETERMINATIONS • t; Resolution #2502 ` • -� January 8, 1987 r Agenda Item #18 DGV:da RESOLUTION i WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or 1' 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 12, 1981, updated by Resolution No. 1590 enacted February .-23, 1984; and E 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: 17 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: r. THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: . 17 Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Trades P- Exhibit C: Electrical Trades Exhibit D: Overtime Rate Exhibit E: 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. Passed by the City Council this 8th day of January 1987. TTE G Ranett6,Boyd, City Secretary APPROVED T NTENT: Bi 1 P yne, Dilrector of Building Services B.C. McMINN, MAYOR APPROVED AS TO FORM: Do ld G. Vandiver, 1First Assistant City Attorney EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Hourly Rate Acoustical Ceiling Installer $11.60 Air Conditioner Installer 8.35 Air Conditioner Installer -Helper 5.50 Bricklayer 10.50 Bricklayer -Helper 5.00 Carpenter 11.00 Carpenter -Helper 5.50 Cement Finisher 7.35 Drywall Hanger 8.70 _= Electrician 10.50 Electrician -Helper 5.25 Equipment Operator - Heavy 8.00 Light 5.70 Floor Installer 8.00 Glazier 7.50 Insulator, Piping/Boiler 9.50 Insulator -Helper 5.00 Iron Worker 7.30 Laborer, General 4.75 Mortar Mixer 5.60 Painter 8.75 Plumber 9.25 Plumber -Helper 6.00 Roofer 7.65 Roofer -Helper 4.75 Sheet Metal Worker 8.75 Sheet Metal Worker -Helper 5.50 - Welder - Certified 8.00 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Asphalt Heaterman Asphalt Shoveler Concrete Finisher Concrete Finisher -Helper Electrician Flagger Form Setter Form Setter -Helper Laborer, General Laborer, Utility Mechanic Mechanic -Helper POWER EQUIPMENT OPERATORS Asphalt Paving Machine Bulldozer Concrete Paving Machinist Front End Loader Heavy Equipment Operator Light Equipment Operator Motor Grade Operator. Roller Scraper Tractor Truck Driver - Light Heavy Hourly Rate $5.25 4.75 7.35 4.75 10.50 4.75 6.50 5.50 4.75 5.80 6.50 6.00 6.00 5.25 6.50 5.85 6.40 6.40 8.00 5.25 5.25 5.50 5.25 5.25 w EXHIBIT C Electric Construction Trades Prevailing Wage Rates Craft Hourly Rate Power Line Foreman $11.00 Lineman Journeyman 10.45 Lineman Apprentice Series 8.90 Groundman Series 7.25 EXHIBIT D Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. . r EXHIBIT E Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is.1 1/2 times base rate. SPECIFICATIONS r SECTION 01010 l SUMMARY OF WORK PART1 GENERAL 1.01 SECTION INCLUDES A. Project Scope. B. Referenced Specifications and Standards (Applicable Publications). C. Work by Owner. D. Contractor use of site and premises. B. Work Sequence. F. Owner occupancy. 1.02 PROJECT SCOPE A All work shall be in conformance with the drawings and specifications including the furnishing of all materials, labor, plant, tools, equipment, and services necessary and incidental thereto. The work required to be performed by the Contractor consists of, but is not limited to the following description: B. The project is for the City of Lubbock, Lubbock, Texas. The work consists of minor demolition, minor remodeling, and new construction which entails steel stud and gypsum board interior partitions, HVAC, and electrical requirements. This project is a renovation of the existing Engineering Department located on the West side of the Municipal Building. C. Referenced Specifications and Standards (Applicable Publications): D. The specifications and standards of issues listed in the beginning of each section, including the amendments, addenda and errata, but referred thereafter by basic designation only, form a part of these specifications and shall have the same force and effect as if printed herein in full text. Obtain copies of standards when required by Contract Documents. Maintain copy at job site during progress of specific work. 1.03 DEFINITIONS �+ A OWNER'S REPRESENTATIVE: The Owner's legal representative, solely authorized to make permanent and binding administrative or technical contract changes involving increases or decreases in contract cost or performance k time, or to make interpretations or rulings on contract documents. 1D4 WORK BY OWNER A Items noted "NIC (Not in Contract), moveable cabinets, furnishings, minor equipment, and communications equipment will be furnished and installed by Owner after construction is complete. 6, 1.05 CONTRACTOR USE OF SITE AND PREMISES f. A. Access to Site: limited to areas noted on Drawings. r j B. Construction Operations: Limited to areas noted on Drawings. C. Time Restrictions for Performing Interior Work: Work shall be performed between 8:00 am. and 5:00 p.m. unless approved in writing by the Owner's Representative 72 hours in advance. SUMMARY OF WORK SECTION 01010 - 1 1.06 WORK SEQUENCE A. Construct Work in phases, as required, to accommodate Owner's occupancy requirements during the construction period, coordinate construction schedule and operations with the Owner's Representative. 1.07 OWNER OCCUPANCY A. The Owner will occupy the entire premises during the entire period of construction for the conduct of normal operations. B. Cooperate with Owner to minimize conflict and to facilitate City of Lubbock. G Schedule the Work to accommodate this requirement. 1.08 SECURITY A. Comply with all appropriate security procedures identified by the Owner's Representative. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION SUMMARY OF WORK SECTION 01010 - 2 SECTION 01045 CUTTING AND PATCHING PART 1 GENERAL 1A1 SECTION INCLUDES t` A Requirements and limitations for cutting and patching of Work. 1.02 RELATED SECTIONS r i A. Section 01010 — Summary of Work. t B. Section 01300 — Submittals. C. Section 01600 — Materials and Equipment: Product Options and Substitutions. D. Individual Product Specification Sections: r 1. Cutting and patching incidental to work of the Section. 2. Advance notification to other Sections of openings required in work of thane Sections. 3. Limitations on cutting structural members. t� 1.03 SUBMITTALS i A. Submit written request in advance of cutting or alteration which effects: 1. Structural integrity of any element of Project. r' 2. Integrity of weather --exposed or moisture --resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate contractor. i-� B. Include in request: 1. Identification of Project. 2. Location and description of affected work. ►" 3. Necessity for cutting or alteration. 4. Description of proposed work, and products to be used. 5. Alternatives to cutting and patching. 6. Effect on work of Owner or separate contractor. �^^ 7. Written permission of affected separate contractor. k 8. Date and time work will be executed. t� PART 2 PRODUCTS E 2.01 MATERIALS r A. Primary Products: Those required for original installation. !� B. Product Substitution: For any proposed change in materials, submit request for substitution under provisions of Section 01600. PART 3 EXECUTION r. 3.01 EXAMINATION k e A. inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching. r j B. After uncovering existing work, inspect conditions affecting performance of work. C. Beginning of cutting or patching means acceptance of existing conditions. r 3.02 PREPARATION d CUTTING AND PATCHING SECTION 01045 -1 r i 3.02 PREPARATION A Provide temporary supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage. B. Provide protection from elements for areas which may be exposed by uncovering work. C. Maintain excavations free of water. 3.03 CUTTING AND PATCHING A. Execute cutting, fitting, and patching including excavation and fill to complete work. B. Fit products together, to integrate with other work. C. Uncover work to install ill --timed work. D. Remove and replace defective or non --conforming work. E. Remove samples of installed work for testing when requested. F. Provide openings in the work for penetration of mechanical and electrical work. 3.04 PERFORMANCE — A. Execute work by methods to avoid damage to other Work, and which will provide appropriate surfaces to receive patching and finishing. B. Employ experienced installer to perform cutting and patching for weather exposed and moisture resistant elements, and sight —exposed surfaces. The City will verify a minimum of three years experience. C. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. _ D. Restore work with new products in accordance with requirements of Contract Documents. E. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. _ F. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07920 to full thickness of the penetrated element. G. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. END OF SECTION CUTTING AND PATiCHING SECTION 01045 - 2 r� SECTION 01120 ALTERATION PROJECT PROCEDURES r PART GENERAL L01 SECTION INCLUDES r A. Products and installation for patching and extending Work. B. Transition, and adjustments. r�• C- Repair of damaged surfaces, finishes, and cleaning. 1.02 RELATED SECTIONS f" A. Section 01039 — Coordination and Meetings: Work sequence; Owner occupancy; Maintenance of utility services. i . B. Section 01045 — Cutting and Patching: Cutting and patching. C. Section 01500— Construction Facilities and Temporary Controls: Temporary enclosures; Protection of installed t work; Cleaning during construction. D. Section 02072 — Minor Demolition for Remodeling: Removal and storage of products to be reinstalled in this Section. t PART 2 PRODUCTS b 2 01 PRODUCTS FOR PATCHING AND EXTENDING WORK F.. A. New Materials: As specified in product Sections; match existing Products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspection and testing Products where necessary, referring to existing Work as a standard PART 3 EXECUTION 3.01 EXAMINATION A. Verify that demolition is complete, and areas are ready for installation of new Work. B. Beginning of restoration Work means acceptance of existing conditions. 3.02 PREPARATION A Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at I completion. B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, deteriorated masonry i and concrete. Replace materials as specified for finished Work. Cs Remove debris and abandoned items from area and from concealed spaces. �^ D. Prepare surface and remove surface finishes to provide for proper installation of new work and finishes. E. Close openings in exterior surfaces to protect existing work and salvage items from weather and extremes of temperature and humidity. Insulate ductwork and piping to prevent condensation in exposed areas. 3A3 INSTALLATION A. Coordinate work of alternations and renovations to expedite completion sequentially and to accommodate Owner I occupancy. B. Project areas, Rooms and spaces and Finishes: Complete in all respects including operational mechanical and relectrical work. t C. Remove, cut, and patch Work in a manner to minimize damage and to provide a means of restoring Products and finishes to original condition. r�+ ALTERATION PROJECT PROCEDURES SECTION 01120 - 1 I"' D. Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified condition for each material, with a neat transition to adjacent finishes. E In addition to specified replacement of equipment and futures, restore existing plumbing, heating, ventilation, air conditioning, electrical, and life safety systems to full operational condition. F. Install Products as specified in individual Sections. _ 3.04 TRANSITIONS A. Where new Work abuts or aligns with existing, perform a smooth and even transition. Patched Work to match existing adjacent Work in texture and appearance. B. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect/Engineer. 3.05 ADJUSTMENTS A. Where removal of partitions or walls results in adjacent spaces becoming one, rework floors, walls, and ceilings to a smooth plane without breaks, steps, or bulkheads. B. Where a change of plane of 1/4 inch or more occurs, submit recommendation for providing a smooth transition for Architect/Engineer review. C. Trim existing doors as necessary to clear new floor finish. Refinish trim as required. D. Fit work at penetrations of surfaces as specified in Section 01045. 3.06 REPAIR OF DAMAGED SURFACES A. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections. B. Repair substrate prior to patching finish. 3.07 FINISHES A. Finish surfaces as specified in individual Product Sections. B. Finish patches to product uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections. — 3.08 CLEANING A. In addition to cleaning specified in Section 01500, clean Owner occupied areas of work. END OF SECTION ALTERATION PROJECT PROCEDURES SECTION 01120 - 2 r SECTION 01300 SUBMITTALS m� I• PART GENERAL t.. 1.01 SECTION INCLUDES A. Submittal procedures. r B. Construction progress schedules. C. Proposed products list. D. Shop drawings. r F E. Product data F. Samples. G. Manufacturers' instructions. 11 Manufacturers' certificates. I^ 1.02 RELATED SECTIONS A. Section 01010 — Summary of Work. r i j B. Section 01400 — Quality Control: Manufacturers' field services and reports. C. Section 01700 — Contract Closeout: Contract warranty, manufacturer's certificates and closeout submittals. 1 A3 SUBMITTAL PROCEDURES A. Transmit each submittal as follows: Identify Project, Contractor, Sub -contractor and major supplier. Identify (^ i pertinent drawing sheet and detail number and specification section. B. Unless otherwise directed in Technical Sections, or by the Architect -Engineer, deliver submittals to the Architect/Engineer at 1919 Broadway, Lubbock, Texas 79401, at the Pre -construction Conference or as promptly after r' the conference as possible. C. After Architect/Engineer's review of Submittals, revise and resubmit as required, identifying changes made since last submittal D. Sequentially number the transmittal forms. Resubmittals to have original number with an alphabetic suffer. E. Apply Contractor's stamp, signed or initialled certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. G. Provide space for Contractor and Architect/Engineer's review stamps. 1.04 PROPOSED PRODUCTS LIST A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.05 SHOP DRAWINGS SUBMITTALS SECTION 1300 -1 j A. Submit in the form of one reproducible transparency and two blueline reproductions. 1.06 PRODUCT DATA A. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. B. Submit three (3) copies which will be retained by the Architect/Engineer. 1.07 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment - devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect/Engincer's selection. C. Include identification on each sample, with full Project information. D. Submit the number or samples specified in individual specification Sections; one of which will be retained by the _ Architect/Engineer. E. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 1.08 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start—up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.09 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Architect/Enginecr for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, r affidavits, and certifications as appropriate. C Certificates may be recent or previous test results on material or Product, but must be acceptable to the _ Architect/Engineer. 1.10 SUBMITTALS REQUIRED A. Section 01045 - Cutting and Patching I. Cutting Requests. B. Section 02050 - Demolition 1. Salvage and Demolition Procedures. C. Section 02221 - Backfilling 1. Compaction Tests. D. Section 02380 - Drilled foundation Caissons (Piers) 1. Product Design Data. 2. Manufacturer's Certificate. 3. Testing Reports. E. Section 02485 - Turf by Hydroseeding 1. Certificates of Compliance 2. Manufacturer's literature 3. Delivery Schedule 4. Chemical Treatment Plan F. Section 02488 - Landscape Irrigation 1. Product Data. 2. Manufacturer's installation instructions. SUBMITTALS SECTION 1300 - 2 G. Section 03330 - Concrete 1. Product Design Data 2. Manufacturer's Certificate. 3. Testing Reports. IL Section 03450 - Precast Architectural Concrete 1. Product Design Data. 2. Manufacturer's Certificate. 3. Testing Reports. I. Section 04320 - Reinforced Masonry System 1. Product Data. 2. Manufacturer's Certificate. 3. Samples. 4. Certified Test Reports. 5. Shop Drawings. J. Section 05120 - Structural Steel 1. Shop Drawings. 2. Manufacturer's Certificate. K Section 05310 - Composite Decking 1. Shop Drawings. 2. Manufacturer's Certificate. L Section 05500 - Miscellaneous Metals 1. Shop Drawings. 2. Manufacturer's Certificate. M. Section 05710 - Steel Stairs 1. Shop Drawings. 2. Manufacturer's Certificate. N. Section 06100 - Rough Carpentry 1. Samples O. Section 07212 - Board Insulation 1. Product Data. 2. Manufacturer's Certificate. 3. Sample. P. Section 07265 - Spray -Applied Fireproofing 1. Shop Drawings 2. Manufacturer's Data 3. Certified Fire Test Data. Q. Section 07510 - Built -Up Roofing 1. Product Data. 2. Manufacturer's Certificate. 3. Manufacturer's installation instructions. R. Section 07600 - Sheet Metalwork, General 1. Shop Drawings. 2. Manufacturer's Certificate. S. Section 07920 - Caulking and Sealants 1. Product Data. 2. Manufacturer's installation instructions. 3. Samples. 4. Certificate of Compliance. T. Section 08110 - Standard Steel Doors and Frames 1. Product Data. 2. Manufacturer's Certificate. 3. Shop Drawings. U. Section 08201 - Wood Doors SUBMITTALS SECTION 1300 - 3 1. Product Data. 2. Manufacturer's Certificate. 3. Shop Drawings. V. Section 08700 - Door Hardware 1. Product Data. 2. Manufacturer's installation instructions. 3. Certificate of Compliance. 4. Hardware Schedule. 5. Keying Schedule. 6. Spare Parts Data. 7. Maintenance instructions. W. Section 09250 - Gypsum Board Systems 1. Product Data. 2. Product Certificate. 3. Detail Drawings. X. Section 09682 - Carpet 1. Product Data. 2. Manufacturer's Certificate. 3. Samples. 4. Manufacturer's Installation Instructions 5. Maintenance Instructions. Y. Section 09900 - Painting 1. Product Data. 2. Paint and/or Stain Samples. 3. Certificate of Lead Compliance. 4. Paint Schedule Z. Section 10440 - Signs 1. Product Data. 2. Manufacturer's installation instructions. 3. Samples. 4. Shop Drawings. AA. Section 10522 - Fire Extinguishers. Cabinets and Accessories 1. Product Data. 2. Manufacturer's installation instructions. 3. Manufacturer's Certificate. BB. Section 15250 - Thermal Insulation For Mechanical Systems. 1. Shop Drawings. 2. Display Sample Cut Away Sections. CC. Section 15051 - Sprinkler System & Fire Protection 1. Shop Drawings. 2. Product Data. 3. Operating Instructions. 4. Maintenance Instructions. 5. Testing Data. 6. Performance Test Reports. 7. Manufacturer's Certificates. 8. Manufacturer's installation instructions. DD. Section 15805 - Air Supply & Distribution System 1. Product Data. 2. Product Descriptions. 3. Shop Drawings. 4, Operating Instructions. 5. Maintenance Instructions. 6. Spare Parts Data. 7. Performance Test Reports. EE. Section 16415 - Electrical Work: Interior 1. Catalog Cuts. SUBMITTALS SECTION 1300 - 4 FPM 2. Manufacturer's Technical information. 3. Shop Drawings. 1.11 SPECIAL NOTE - COMMENCEMENT OF WORK A. No Work in any Technical Section shall be commenced until all related submittals are approved by the Architect/Engineer. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION SUBMITTALS SECTION 1300 - 5 SECTION 01400 QUALITY CONTROL ! PART 1 GENERAL 1.01 SECTION INCLUDES r j A. Quality assurance and control of installation. B References. r i C. Feld samples. D. Mock --up. r E. Inspection and testing laboratory services. F. Manufacturers' field services and reports. r' 1.02 RELATED SECTIONS A. Section 01090 — Reference Standards. r' B. Section 01300 — Submittals: Submission of Manufacturers' Instructions and Certificates. C. Section 01600 — Material and Equipment: Requirements for material and product quality. r" 1.03 QUALITY ASSURANCEICONTROL OF INSTALLATION R t A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. r B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect/Engineer before proceeding. ` D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. Persons shall have a minimum of 11 three years experience. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. i lA4 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents, unless other dates specified in individual sections. It B. Obtain copies of standards when required by Contract Documents. iR C. Should specified reference standards conflict with Contract Documents, request clarification from Architect/Engineer before proceeding. D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. e. 1.05 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Architect/Engineer. r 1 QUALITY CONTROL SECTION 1400 -1 r 1.06 MOCK—UP A. Tests as required by individual sections will be performed under provisions identified in this section. B. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes. C. Where mock—up is specified in individual Sections to be removed, clear area after mock—up has been accepted by Architect/Engineer. 1.07 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor shall pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Architect/Engineer. C. Reports %ill be submitted by the independent firm to the Architect/Engineer, in triplicate, indicating observations and results of tests and indicating compliance or non—compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. I? Notify Architect/Engineer and independent firm 24 hours prior to expected time for operations requiring services. F. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. G. Retesting required because of non --conformance to specified requirements shall be performed by the same independent firm on instructions by the Architect/Engineer. Payment for retesting %ill be paid by the Contractor. — 1.08 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Architect/Engineer 30 days in advance of required observations. Observer subject to approval of Contracting Officer. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide _ qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start --up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in triplicate within 30 days of observation to Architect/Engineer for review. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used. END OF SECTION QUALITY CONTROL SECTION 1400 - 2 r- r SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART GENERAL r 1.01 SECTION INCLUDES s A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. r�► B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities: Parking, progress cleaning and temporary buildings. 1.02 RELATED SECTIONS r A. Section 01560 — Temporary Controls. B. Section 01700 — Contract Closeout: Final cleaning. t 1 A3 TEMPORARY ELECTRICITY A. Connect to existing power service. All electricity required for the Work in this Contract will be made available to the r Contractor at no charge. Paver consumption shall not disrupt Ownerss need for continuous service. B. Power Outage: If a power outage is anticipated for this project. Contractor shall coordinate this outage with the the I Owner's Representative as stated elsewhere in these Specifications. Power outage shall occur over one weekend period only. If needed, the Contractor shall make all necessary connections required to obtain power during this outage. C- Contractor shall at his own expense, and in a manner acceptable to the Architect/Engiricer, install and maintain any connections necessary to utilize utilities. This includes Ground Fault Circuit Interrupter (GFCI) plugs and any other appurtenances necessary to complete the Work. Connections shall be left at the end of construction in the same condition as at the beginning. t� D. In return for free use of electricity, Contractor agrees to insure that all electricity is carefully conserved. r 1.04 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations to achieve a minimum lighting level required by OSHA. B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security purposes. r C. Provide and maintain 1 watt/sq ft lighting to interior work areas after dark for security purposes. i D. Maintain lighting and provide routine repairs. E. Permanent building lighting may be utilized during construction. I U5 'TEMPORARY HEAT t I A. Provide and pay for heat devices and heat as required to maintain specified conditions for construction operations. B. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. i 1.06 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, T` vapors, or gases. a B. Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations. i 1.07 TEMPORARY WATER SERVICE CONSTRUCTION FACILITIES & TEMPORARY CONTROLS SECTION 01500 - 1 l i' A. Connect to existing water source for construction operations. B. Contractor will pay cost of water used. Exercise measures to conserve water. C. Provide accessible potable water for drinking purposes at the job site. 1.08 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities shall not be used. 1.09 BARRIERS r A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide protection for plant life designated to remain. Replace damaged plant life. C. Protect non —owned vehicular traffic, stored materials, site and structures from damage. 1.10 FENCING A. Construction: Commercial grade chain link fence. B. Provide 6 foot high fence around storage site; equip with vehicular and pedestrian gates with locks as needed. — 1.11 EXTERIOR ENCLOSURES A. Provide temporary weather —tight closure of exterior openings as required to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. Provide access doors with self --closing hardware and locks. 1.12 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as required to separate work areas from Owner occupied areas, to prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and _ equipment. B. Construction: Framing and plywood sheet materials with closed joints and sealed edges at intersections with existing surfaces; insulated to R 19; SIC rating of 35 in accordance with ASTM E90; maximum Flame Spread Rating of 75 in accordance with ASTM E84. C. Paint surfaces exposed to view from Owner occupied areas. 1.13 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic from landscaped areas. 1.14 SECURITY A. Provide security and facilities as required to protect Work, and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B. Coordinate with Owner's security program. 1.15 ACCESS ROADS CONSTRUCTION FACILITIES & TEMPORARY CONTROLS SECTION 01500 - 2 A. Designated existing on --site roads may be used for construction traffic. 1.16 PARKING A. Limited parking shall be made available to the Contractor and workers at the Project site. 1.17 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. G Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Remove waste materials, debris, and rubbish from site periodically and dispose off —site. 1.18 FIELD OFFICES AND SHEDS A Office: Verify requirements of field offices and sheds with the Architect/Engineer prior to beginning the Work. When required, field office shall be weather —tight, with lighting, electrical outlets, heating, cooling and ventilating equipment, and equipped with sturdy furniture drawing rack and drawing display table.. B. Locate offices and sheds a minimum distance of 30 feet from existing structures. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION CONSTRUCTION FACILITIES & TEMPORARY CONTROLS SECTION 01500 - 3 SECTION 01600 MATERIAL AND EQUIPMENT PART GENERAL r+ Ini SECTION INCLUDES I A. Products. I', B. Transportation and handling. C. Storage and protection. r D. Product options. E. Substitutions. 1.02 RELATED SECTIONS A. Instructions to Bidders: Product options and substitution procedures. i B. Section 01300 - Submittals: Submittal procedures G Section 01400 — Quality Control: Product quality monitoring. r" c 1.03 PRODUCTS ,+ A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. �.; I Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 4 1.04 TRANSPORTATION AND IIANDIING A. Transport and handle products in aocordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.05 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. ` Store sensitive products in weather --tight, climate controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground. I, C. Provide off —site storage and protection when site does not permit on —site storage or protection. D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a weil drained area. Prevent mixing with foreign matter. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to permit aocess for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 1.06 PRODUCT OPTIONS MATERIAL AND EQUIPMENT SECTION 01600 - 1 A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.07 SUBSTITUTIONS A. Contracting Officer will consider requests for Substitutions only within 15 days after date established in Notice to Proceed. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. G Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Bidder: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the — Work to be complete with no additional cost to the Owner. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, WTTHOUT SEPARATE WRITTEN REQUEST, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three (3) copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Architect/Engineer will notify Contractor, in writing, of decision to accept or reject request. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not used ` END OF SECTION MATERIAL AND EQUIPMENT SECTION 01600.2 is F SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL I BI SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance materials. 1.02 RELATED SECTIONS A. Section 01500 — Construction Facilities and Temporary Controls: Progress cleaning. B. Section 01650 — Starting of Systems: System start ---up, testing, adjusting, and balancing. C. Section 01730 — Operation and Maintenance Data D. Section 01740 — Warranties and Bonds. 1.03 CTASEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/Fngincer's inspection. B. Provide submittals to Architect/Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. I D4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and futures to a sanitary condition. D. Clean permanant type filters and replace disposable type filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.05 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.06 PROJECT RECORD DOCUMENTS CONTRACT CLOSEOUT SECTION 1700 - 1 A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract Drawings. F. Delete Architect/Engineer title block and seal from all documents. G. Submit documents to Architect/Enginecr with claim for final Application for Payment. 1.07 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final inspection, bound in 8--1/2 x 11 inch text pages, three D side ring capacity expansion binders with durable plastic covers. B. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 24 pound white paper. E. Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, .r and major equipment suppliers. F. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. list of equipment. 3. Parts list for each component. 4. Operating instructions. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. G. Part 3: Project documents and certificates, including the following: - CONTRACT CLOSEOUT SECTION 1700 - 2 1.08 ID9 1. Shop drawings and product data. 2. Air and water balance reports. 3. Certificates. 4. Photocopies of warranties and bonds. H. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned after final inspection, with ArchitectlEngineer comments. Revise content of documents as required prior to final submittal. 1. Submit final volumes revised, within ten days after final inspection. WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cover. D. Submit prior to final Application for Payment. E For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site and place in location as directed; obtain receipt prior to final payment. 1.10 AS -BUILT DRAWINGS A. At final inspection, Contractor shall provide a red -marked set of blue line drawings in accordance with the latest as - built conditions. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION CONTRACT CLOSEOUT SECTION 1700 - 3 r a g .. f SECTION 06200 FINISH CARPENTRY 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Plywood for sheathing. 1.02 RELATED SECTIONS 1 A. Section 06410 — Custom Casework: Shop fabricated custom cabinetworrL B. Section 08800 — Glazing: Glass and Elating of glazed partition saeens. C. Section 09900 — Painting: Painting and finishing of finish carpentry items. + 1.03 REFERENCES a A. ANSIAJPHA HP — American Standard for Hardwood and Decorative Plywood B. ANSI A135.4 — Basic Hardboard. C. AWI — Quality Standards. D. FS MM—L-736 — Lumber, Hardwood. ( E. FS MMM A-130 — Adhesive, Contact. F. NEMA ID-3 — High Pressure Decorative Laminates. >� i G. PS 1— Construction and Industrial Hardwood It PS 20 — American Softwood Lumber Standard I. UL — Underwriters Laboratories. 1.04 REGULATORY REQUIREMENTS r A. Conform to applicable code for fire retardant requirements. f B. Conform to UL requirements to achieve fire resistance assembly rating indicated i 1.05 FIELD SAMPLES a A. Provide samples under provisions of Section 01300. !" B. Provide field sample panel, 12 inch long by 12 inch wide, illustrating full panel sheet, edge trim, joint trim, applied finish. C. Locate where directed D. Accepted Work. 1 sample may remain as part of the 1.06 SUBMITTALS r A. Submit shop drawings under provisions of Section 01300. B. Submit shop drawings indicating materials, component profiles, fastening methods, jointing details, finishes, and W accessories to an appropriate scale. L C. Submit product data under provisions of Section 01300. FINISH CARPENTRY SECTION 062M - 1 D. Submit product data on fire retardant treatment materials and application instructions. E. Submit samples under provisions of Section 01300. F. Submit two samples 12 x 12 inch in size illustrating wood grain and specified finish. G. Submit two samples 12 inch long of wood trim. H. Submit fabricator's installation instructions under provisions of Section 01300. I. Submit instructions for use of adhesives, attachment hardware, and finish hardware. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Store materials in ventilated, interior locations under constant minimum temperatures of60degrees F and maximum relative humidity of 55 percent. _ PART2 PRODUCTS 2.01 SHEET MATERIALS _ A. Softwood Plywood: PS 1; Standard Sheathing Grade, Group 1, Appearance Quality, Pine species, with face veneer of rotary cut grain. B. Joist Framing: Stress Group 12E, Douglas Fir species, structural grade, 2 inch x 6 inch, 19 percent maximum , moisture content. 2.02 ACCESSORIES A. Nails: Size and type to suit application, plain finish. B. Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws: Size and type to suit application; plain finish. C. Lumber for Shimming, Blocking, and Curbing: Softwood lumber of any species. 2.03 WOOD TREATMENT MATERIALS A. Fire Retardant ('FR—S' Type): Chemically treated, and pressure impregnated; capable of providing a maximum flame/fuel/smoke rating required by code. 2.04 SHOP TREATMENT OF WOOD MATERIALS r A. Brush apply wood materials requiring UL fire rating to concealed wood blocking. B. Provide UL approved identification on fire retardant treated material. C. Deliver fire retardant treated materials cut to required sizes. Minimize field cutting. D. Redry wood after pressure treatment to maximum 19 percent moisture content. 2.05 FABRICATION A. Fabricate to AWI Custom standards. B. Shop prepare and identify components for book match grain matching during site erection. 2.06 SHOP FINISHING f A. Shop finish work in accordance with AWI 'Factory Finishing' Section 1500. FINISH CARPENTRY SECTION 06200 - 2 �R PART 3 EXECITITON 3.01 EXAMINATION A. Verify that surfaces are ready to receive work and field measurements arc as shown on shop drawings. B. Verify mechanical, electrical, and building items affecting work of this Section are placed and ready to receive this work. G Beginning of installation means acceptance of existing conditions. 3A2 PREPARATION t a A. Before installation, prime paint surfaces of items or assemblies to be in contact with cementitious materials. R 3.03 INSTALLATION A. Install work in accordance with AWI Custom quality standard. �.. B. Set and secure materials and components in place, plumb and level. C. Set structural members level and plumb, in correct position. �.� D. Make provisions for erection loads, and for sufficcint temporary bracing to maintian structure safe, plumb, and in a true alignment until completion of erection and installation of permanent bracing. E. Place horizontal members flat, crown side up. F. Construct load bearing framing members full length without splices. G. Bridge joists in excess of 8 feet span at midaspan. Ft solid blocking at ends of members. H. Install plywood to simple span. 3.04 TOLERANCES A. Maximum Variation from True Position: 1/16inch. I B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch . C. Framing Members: 1/4 inch from true position, maximum. ` D. Surface Flatness of Floor. Framing members 1/4 inch in 10 feet maximum and 112 inch maximum in 30 feet. END OF SECTION f FINISH CARPENTRY SECTION 06200 - 3 SECTION 07213 BATT INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. But insulation in ceiling construction. B. Batt insulation for tilling perimeter window and door shim spates. 1.02 REFERENCES A. AS'IM C665 — Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. B. FS HH I-521 — Insulation Blankets, Thermal, (Mineral Fiber for Ambient Temperatures). im PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of thermal barrier at building enclosure elements. 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data Provide data on product characteristics, performance criteria, limitations. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.05 COORDINATION A. Coordinate Work under provisions of Section 01039. PART 2 PRODUCTS 2.01 MANUFACTURERS — INSULATION MATERIALS A. Certain Teed Insulation. B. Manville. C Owens-Corning. D. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Batt Insulation: FS HH—I-558; ASIM C665 preformed glass fiber batt; conforming to the following: Thermal Resistance R of 19. Thickness Six (6) inches. Batt Sue Manufacturers' standard widths and lengths as required to coordinate with spaces to be insulated Facing Unfaced B. Nails and/or Staples: Steel wire; galvanized; type and size to suit application. C. Tape: Polyethylene self adhering type, mesh reinforced, 2 inch. BATI' INSULATION SECTION - 07213 - 1 PART 3 EXECUTION 3.01 EXAMINA71ON A. Verify site conditions under provisions of Section 01039. B. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. 3.02 INSTALLATION A. Install insulation in accordance with insulation manufacturer's instructions. B. Install in exterior ceiling spaces without gaps or voids. C- Trim insulation neatly to fit spaces. D. Ft insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or voids. E Install with factory applied membrane facing warm side of building spaces. Lap ends and side flanges of membrane over framing members. 3.03 SCHEDULES A. Attic Insulation: R19 batt, uafaced. END OF SECTION BAIT INSULATION SECTION - 07213 - 2 e r. SECTION 07900 CAULKING AND SEALANTS PART GENERAL �+ 1.01 SECTION INCLUDES A Preparing sealant substrate surfaces. {.. B. Sealant and backing. 1.02 RELATED SECTIONS �,. I A. Section 08111— Standard Steel Doors: Sealants used in conjunction with door frames. B. Section 09112 - Standard Steel Frames: Sealants used in conjunction with steel frames for doors. C. Section W800— Glazing: Sealants used in conjunction with glazing methods. 6 1.03 REFERENCES A ANSI/ASIM D1056 — Flemble Cellular Materials — Sponge or Expanded Rubber. B. ASTM C804 — Use of Solvent —Release Type Sealants. C. FS TT—S✓-001657 — Sealing Compound, Single Component, Butyl Rubber Based, solvent Release Type. D. FS TT--S--00230 — Scaling Compound: Elastomeric Type, Single Component. I: FS TT—S--001543 — Sealing Compound, Silicone Rubber Base. '. 1.04 QUALITY ASSURANCE A Manufacturer. Company specializing in manufacturing the products specified in this Section with minimum. three years documented experience. B. Applicator. Company specializing in applying the work of this Section with minimum three years documented experience. C. Conform to Sealant and Waterproofers Institute requirements for materials and installation. 1.05 ENVIRONMENTAL REQUIREMENTS i A Do not install solvent curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 2.06 SEQUENCING AND SCHEDULING A Coordinate the work of this Section with all Sections referencing this Section. r2.07 WARRANTY A. Provide three year warranty under provisions of Section 01700. B. Warranty- Include coverage of installed sealants and accessories which fail to achieve air tight and watertight seal, exhibit loss of adhesion or cohesion. or do not cure. t PART 2 PRODUCTS 1 2.01 SEALANTS CAULKING AND SEALANTS SECTION 07900 - 1 l" A. Polysulphide Sealant: FS TT--S--00230, Type II - non —sag, Class A; color as selected; manufactured by Pecora or Dap. B. Polyurethane Sealant: FS TT—S--00230, Type II — non —sag, Class A; color; as selected; manufactured by Pecora or Dap. C. Silicone Sealant FS 7T—S--01543, Class A. low modulus type; color, as selected; manufactured by Pecora or Dap. D. Butyl Sealant FS TT 5-001657, black color, as manufactured by Pecora or Dap. 2.02 ACCESSORIES A. Primer. Non —staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner. Non —corrosive and non -staining type, recommended byscalant manufacturer, compatible with joint forming materials. _ C. Joint Backing: ANSI/ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width. D. Bond Breaker. Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. B. Beginning of installation means installer acecpts existing surfaces and substrate. 3.02 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C804 for solvent release sealants. E. Protect elements surrounding the work of this Section from damage or disfiguration. 3.03 INSTALLATION A. Perform installation in accordance with ASTM C804 for solvent release sealants. B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Install bond breaker where joint backing is not used E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Tool joints concave. 3.04 CLEANING AND REPAIRING ^- A. Clean work under provisions of Section 01700. CAULKING AND SEALANTS SECTION 07900 - 2 B. Clean adjacent soiled surfaces. C. Repair or replace defaced or disfigured finishes caused by work of this Section. 1 3.05 PRO'IEMON OF FINISHED WORK A. Protect finished installation under provisions of Section 01500. +, B. Protect sealants until cured. 3.06 SCHEDULE Location 'Type Color I A. Window perimeter Polysu 1phide White B. Door Frame/Walls Polyurethane White C.Under 'Thresholds Butyl Black f"r i END OF SECTION r., i k 1. CAULKING AND SEALAN73 SECTION 07900 - 3 r i SECTION 08112 STANDARD STEEL FRAMES PART GENERAL 1.01 SECTION INCLUDES A. Non --rated steel frames. B. Fire Rated steel frames. 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A Anchors and reinforcing for wall construction. 1.03 RELATED SECTIONS A. Section 08111 — Standard Steel Doors. B. Section 08712 — Door Hardware. C. Section 09900 — Painting: Field painting of frames. 1.04 REFERENCES A ADA-AG — Guidelines for Making Buildings and Facilities Accessible to and Usable by Physically Handieappcd People. B. ANSI/SDI-100 — Standard Steel Doors and Frames. C. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process. D. ASTM E152 — Methods of Fire Tests of Door Assemblies. E. DIE — Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. F. NFPA 80 — Fire Doors and Windows. G. NFPA 252 — Fire Tests for Door Assemblies. H. UL lOB — Fire Tests of Door Assemblies. 1. SDI-111A - Recommended Steel Door Frame Details. J. SDI-105 - Recommended Erection Instructions for Steel Frames. K SDI-110 - Standard Steel Doors and Frames for Modular Masonry Construction. 1.05 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate frame elevations, reinforcement, and finish. C. Product Data: Indicate frame configuration, anchor typcs and spacings, location -of cut-outs for hardware, reinforcement. D. Samples: Submit two samples of frame, full size cross section.12 inches long, illustrating frame construction, surface texture and primer color and type. E Manufacturer's Installation Instructions: Indicate special installation instructions. r STEEL FRAMES SECTION 08112 -1 F. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements. 1.06 OUAI17Y ASSURANCE A. Conform to requirements of ANSI/SDI-100 and ANSI A117.1. 1.07 QUALIFICATIONS A. Manufacturer. Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. 1.08 REGULATORY REQUIREMENTS A. Fire Rated Frame Construction: Conform to ASTM E152, NFPA 252 and UL lOB. B. Installed Frame Assembly. Conform to NFPA 80 for fire rated class same as fire door. _ 1.09 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Accept frames on site in manufacturer's packaging. Inspect for damage. C. Deliver welded frames with a temporary spreader bar securely fastened to the bottom of each frame. D. Deliver knock down frames unassembled in securely strapped bundles. 1.10 FIELD MEASUREMENTS A. Verify that field measurements arc as indicated on shop drawings. 1.11 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with frame opening construction, door and hardware installation. PART PRODUCTS 2.01 FRAME MANUFACTURERS A. Kewanee Corporation: Steel Frames. B. Fenestra Corporation: Steel Frames. C. Steelcraft corporation: Steel Frames. D. Substitutions: Under provisions of Section 01600. 2.02 FRAMES A Exterior Frames: 16 gage thick material, base metal thickness. B. Fire Rated Frames: Provide the type of frame assembly that has been successfully tested in accordance with the latest revision of ASTM E15Z ANSI/UL 10(b) or NFPA 252, whichever is required by the authority having jurisdiction over the project. 2.03 ACCESSORIES A. Silencers: Resilient rubber fitted into drilled hole. B. Primer. Zinc chromate type. STEEL FRAMES SECTION 08112 - 2 C. Floor Anchors: Minimum 18 gage anchors for attachment to floor. D. Jamb Anchors: Provide frames other than slip-on drywall type with a minimum of three anchors per jamb as required for the adjoining wall construction. Provide anchors of not less than 18 gage steel or 7 gage diameter wire. E. Glazing Beads: Provide frame glazing beads in interior glazed openings and other locations where fixed glass is indicated in steel frames. Prepare frames for the type of glazing beads required to receive the glass and gaskets indicated. Miter beads at corners. Glazing beads can either be the screw -on or snap -on types. 2.04 FABRICATION A. Fabrication of frames per opening requirements. 1. For masonry opening - Weldcd units. 2. For existing masonry opening - Knock down field assembly units. B. Fabricate frames with hardware reinforcement plates welded in place, including but cot limited to, reinforcing for closers, hinges and others as may be necessary. C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. D. Prepare frame for silencers. Provide three single silencers for single doors and mullions of double doors on strike side. Provide two single silencers on frame head at double doors without mullions. D. Fabricate frames to suit masonry wall coursing with 4 inch head member. 2.05 FINISH A. Steel Sheet: In accordance with ANSI/SDI-100. B. Primer. Air dried or Baked. PART 3 EXECUTION 3.01 EXAMINATION A. Verify substrate conditions under provisions of Section 01039. B. Verify that opening sizes and tolerances are acceptable. 3.02 INSTALLATION A. Install frames in accordance with ANSI/SDI-100 and DHI. B. Coordinate with masonry, wallboard and/or other wall construction for anchor placement. C. Coordinate installation of glass and glazing. D. Coordinate installation of frames with installation of hardware specified in Section 09712 and doors in Section 09111. I3 Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor. F. Install an additional jamb anchor for those frames that are in a wall condition that does not allow for the use of a floor anchor. 3.03 ERECTION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edges, crossed corner to corner. 3.04 SCHEDULE STEEL FRAMES SECTION 08112 - 3 A. Refer to the Drawings for steel frame schedule. END OF SECTION STEEL FRAMES SECTION 08112 - 4 SECTION 08211 FLUSH WOOD DOORS j PART1 GENERAL 1.01 SECTION INCLUDES A. Flush wood doors, flush configuration; fire rated and nosy --rated. 1.02 RELATED SECTIONS A. Section 08112 - Standard Steel Frames: Steel door frames. B. Section 09712 — Door Hardware. C. Section 09900 — Painting. Site finishing doors. 1.03 REFERENCES A AWI — Quality Standards of the Architectural Woodwork Institute. E. NFPA 80 — Fire Doors and Windows. '~ i C. UL lOB — Fire Tests of Door Assemblies. t D. Warnock -Hersey - Certification Listings for fire doors. i. 1.04 SUBMITTALS l A Submit under provisions of Section 01300. i B. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, special blocking for hardware. C. Product Data Indicate door core materials and construction; veneer species, type and characteristics. D. Manufacturer's Installation Instructions: Indicate special installation instructions. 1.05 QUALITY ASSURANCE A. Perform work in accordance with AWI Quality Standard Section 1300, Premium Grade. B. Finish doors in accordance with AWI Quality Standard Section 1500. 1.06 QUALIFICATIONS A. Manufacturer. Company specializing in manufacturing the Products specified in this section with minimum three years experience. r 1.07 REGULATORY REQUIREMENTS A Fire Door Construction: Conform to UL 10B. r B. Installed Fire Rated Door Assembly. Conform to NFPA 80, Class 'C', for 20 minute fire rated class. 1.08 DELIVERY, SCORAGE,'AND HANDLING A Deliver, store, protect, and handle products to site under provisions of Section 01600. B. Accept doors on site in manufacturer's packaging. Inspect for damage. i-- 1.09 FIELD MEASUREMENTS FLUSH WOOD DOORS SECTION 08211 - i t. A. Verify that field measurements are as indicated on shop drawings. 1.10 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the work with door opening construction, door frame and door hardware installation. 1.11 WARRANTY A. Provide warranty under provisions of Section 01700 to the following term 1. Interior Doors: TWo (2) years. B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. PART 2 PRODUCIS 2.01 MANUFACTURER (AND/OR REPRESENTATIVE) A. Dea Window and Door Co.: American Door Co. B. The Hallgren Co.: CanDor by Algoma Hardwoods. _ C. Weyerhaeuser Architectural Doors D. Substitutions: Under provisions of Section 01600. 2.02 DOOR TYPES A. Flush Interior Doors: 1 3/4 inches thick; solid core consttuction,fire rated and non -rated as indicated. 2.03 DOOR CONSTRUCTION A. Core (Solid, Non —Rated): AWI Section 1300, Type PC —Particleboard. B. Core (Solid, Fire Rated): AWI Section 1300, Flush Doors (Fire Doors). 2.04 FRAME CONSTRUCTION (Fire rated and non -rated) A. Red Oak Species. 2.05 FLUSH DOOR FACING A. Veneer Facing (Flush Interior Doors): AWI Premium quality species wood, rotary cut, with end matched grain, for transparent finish. 106 ADHESIVE A. Facing Adhesive: Type I - waterproof. 2.07 FABRICATION A. Fabricate non --rated doors in accordance with AWI Quality Standards requirements. B. Fabricate fire rated doors in accordance with AWI Quality Standards and to UL 10B requirements. Attach fire rating label to door. C. Astragals for Fire Rated Double Doors: Treated wood, T shaped, overlapping and recessed at face edge at mid -door thickness, specifically for double doors. D. Provide lock blacks at lock edge and top of door for closer for hardware reinforcement. FLUSH WOOD DOORS SECTION 08211 - 2 r-� i E Vertical Exposed Edge of Stiles: Of same species as veneer facing. Hardwood for transparent finish. F. Fit door edge trim to edge of stiles after applying veneer facing. G. Bond edge banding to cores. H Factory machine doors for finish hardware in accordance with hardware requirements and dimensions. Do not P" machine for surface hardware. Provide solid blocking for through bolted hardware. 9 Y I. Factory pre -fit doors for frame opening dimensions identified on shop drawings. 2.08 FINISH A. Factory finish doors and frames in accordance with AWI Quality Standard Section 1500 to the following finish designations: e 1. Finish F3 Doors and Frames: System #3 — transparent, conversion varnish alkyd —urea, Premium quality, sheen. PART 3 EXECUTION 3.01 EXAMINATION A. Verify frame opening conditions under provisions of Section 01039. B. Verity that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out -of -tolerance for size or alignment 3.02 INSTALLATION A. Install fire rated and non —rated doors and frames in accordance with AWI Quality Standard, NFPA 80 and to Warnock Hersey requirements. B. Frames shall be set plumb and square, and rigidly anchored in place using finish type nails. Double wedge blocking shall be provided near the top, bottom, and mid -point of each jamb. C. Trim non -rated door width by cutting equally on both jamb edges. D. Trim door height by cutting bottom edges to a maximum of 3/4 inch. Trim fire door beight at bottom edge only, in accordance with fire rating requirements. E Pilot drill screw and bolt holes. F. Machine cut for hardware. Core for handsets and cylinders. G. Coordinate installation of doors with installation of frames specified in Section 08112 and hardware specified in Section 08710. 3.03 INSTALLATION TOLERANCES A. Conform to AWI requirements for fit and clearance tolerances. B. Conform to AWI Section 1300 requirements for maximum diagonal distortion. 3.04 ADJUSTING A. Adjust work under provisions of Section 017W. B. Adjust door for smooth and balanced door movement. 3.05 SCHEDULE f FLUSH WOOD DOORS SECTION 08211- 3 A Reference the Drawings for the Door and Frame Schedules. END OF SECTION FLUSH WOOD DOORS SECIION 08211 - 4 1"` SECTION 08700 HARDWARE PART 1— GENERAL 1.01 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. A. American National Standards Institute (ANSI) Standards: A115.1-1982 Standard Steel Door and Steel Frame Preparation For Mortise Locks for 1 3/8" and 1 3/4" Doors A156.1-1981 Butts and Hinges A156.6-1986 Architectural Door Trim A156.7 1981 Template Hinge Dimensions A156.13--1980 Mortise Locks & Latches A156.15-1986 Closer Holder Release Devices A156.16-1981 Auxiliary Hardware A156.18-1984 Materials and Finishes B. Builders Hardware Manufacturers Association (BHMA) Standards: Directory of Certified Locks & Latches (Effective through June 1988) Directory of Certified Door Closers (Effective through July 1988) C. Door and Hardware Institute (DHI) Publication: Keying — Procedures, Systems and Nomenclature (Jan 1978) Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames (1975) Recommended Locations for Builders' Hardware for Custom Steel Door and Framers (1976) Installation Guide for Doors and Hardware (1986) 1.02 GENERAL A. Hardware shall conform to the requirements specified herein and the HARDWARE SETS SCHEDULE listed in the drawings. Hardware set numbers on the Hardware Schedule correspond to the set numbers shown on the Door Schedule on the drawings. im TEMPLATES A. Requirements for hardware to be mounted on metal doors or metal frames shall be coordinated between hardware manufacturer and door or frame manufacturer by use of templates and other information to establish location, reinforcement required, size of holes, and similar details. Templates of hinges shall conform to ANSI A156.7. 1.04 SUBMITTALS A. Certificates of Compliance: Certificates of compliance attesting that hardware items conform to the ANSI or BHMA standards under which the items are specified shall be submitted in accordance with the Section 01300. SUBMITTALS. A statement that the proposed hardware items appear in the current applicable BHMA directories of certified products may be submitted in lieu of certificates. B. Hardware Schedule: Hardware schedule listing all items to be furnished shall be submitted for approval. The schedule shall include for each item: the quantities; manufacturer's name and catalog numbers; sizes; detail information or catalog cuts; finishes; door and frame size and materials; location and hardware set identification cross --references to drawings; corresponding ANSI or BHMA standard type number or function number from manufacturer's catalog if not covered by ANSI or BHMA; and list of abbreviations and template numbers. r HARDWARE SECTION 08700 - 1 C. Keying Schedule: Keying schedule shall be developed in accordance with DHI Keying —Procedures, Building User and Owner requirements, Systems and Nomenclature and shall be submitted for approval. D. Spare Parts Data: After approval of the shop drawings, and not later than 1 month prior to the date of beneficial occupancy, the Contractor shall furnish spare parts data for locksets, exit devices, and closers. The data shall include a complete list of parts and supplies, with current unit prices and source of supply. E. Maintenance Instructions: The Contractor shall furnish to the Owner, 6 complete copies of maintenance instructions listing routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. 1.05 PACKAGING, MARKING, AND LABELING A. Hardware shall be delivered to the project site in the manufacturer's original packages. Each article of hardware shall be individually packaged in the manufacturer's standard commercial carton or container, and shall be properly marked or labeled to be readily identifiable with the approved hardware schedule. Each change key shall be tagged or otherwise identified with the door for which its cylinder is intended. Where double cylinder functions are used or where it is not obvious which is the key side of a door, appropriate instructions shall be included with the lock and on the hardware schedule. 1.06 FINISHES A. Unless otherwise specified, finishes shall conform to those identified in ANSI A156.18. All hardware items shall have the finishes indicated on the Hardware Schedule located in the drawings. 1.07 FASTENINGS A. Fastenings of proper type, size, quantity, and finish shall be supplied with each article of hardware. Machine screws and expansion shields shall be used for attaching hardware to concrete or masonry. Fastenings exposed to the weather in the finished work shall be of brass, bronze, or stainless steel 1.08 KEYING A. Locks shall be keyed in sets or subsets as scheduled. Construction keys shall be used. Permanent keys shall be sent by the lock manufacturer directly to the Owner by registered mail or other approved means. Keys shall be supplied as follows: Locks: 2 keys each lock. -- Master keyed sets: 2 keys each set. Grand master keys: 2 total. Construction keys: 4 keys each lock B. The keys shall be furnished to the Owner arranged in sets or subsets as scheduled for inclusion in the existing key control system storage . PART 2 — PRODUCTS 2.01 LOCKS AND LATCHES: To the maximum extent possible, locksets, latchsets and deadlocks shall be the products of a single manufacturer. A. Mortise Locks and Latchsets: Mortise lock and latchsets shall conform to ANSI A156.13. Strikes for all mortise locks and latches (including deadlocks) shall conform to ANSI A115. B. Lock Cylinders (Mortise, Rim and Bored): Lock cylinders shall comply with ANSI A156S. Removable core cylinders are not acceptable. Provide a keying stystem that is an extension of the existing Corbin keying system. C. Keyless Locks: Keyless Locks shall be provided as listed in the Hardware Schedule. The product shall be equal in every way to the product listed in the Hardware Schedule. D. Exit Devices (Panic Hardware): Owner will furnish Sargent 8800 Series devices for Installation by the General Contractor. 2.02 AUXILIARY HARDWARE A. All hardware not listed above but found on the hardware schedule shall be considered Auxiliary Hardware. The products shall be equal in every way to the product listed in the Hardware Schedule. 2.03 HINGES A. Hinges shall conform to ANSI A156.1. Hinges used on metal doors and frames shall also conform to ANSI A156.7. Except as otherwise specified, hinge sizes shall conform to the hinge manufacturer's printed recommendations. The products shall be equal in every way to the product listed in the Hardware Schedule. HARDWARE SECTION 08700 - 2 i 2.04 DOOR CLOSING DEVICES A. Devices shall conform to ANSI A156A, Grade 1: Closing devises shall be products of one manufacturer for each type specified. B. Surface Type Closers: Except as otherwise specified, sizes shall conform to the manufacturer's published recommendations. Closers for doors close to a wall shall be of narrow projection so as not to strike the wall at the 90—degree open position. The product shall be equal in every way to the product listed in the Hardware Schedule. t , 2.05 MISCELLANEOUS: A Special Tools: Special tools shall be provided, such as spanner and socket wrenches and dogging keys, required to adjust hardware items. B. Surface Type Closers: Surface type closers shall be LCN 4041 Super Smoothie, NO SUBSTITIMONS. T I PART 3 — EXECUTION 3.01 APPLICATION A Hardware shall be located in accordance with DHI Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames and DHI Recommended Locations for Builders' Hardware for Custom Steel Doors and Frames. When approved, slight variations in locations or dimensions will be permitted. Application shall be in {� accordance with DHI Installation Guide for Doors and Hardware. Door control devices for exterior doors such i as closers and holders, shall normally attach to doors with thru bolts such as sex bolts and nuts. B. Door--7osing Devices: Door —closing devices shall be installed and adjusted in accordance with the templates and printed instructions supplied by the manufacturer of the devices. Insofar as practicable, doors opening to or from halls and corridors shall have the closer mounted on the room side of the door. e C. Key Control Storage Systems: Key control storage system shall be installed where directed. r D. Auxiliary Hardware: Hardware shall be located in accordance with DHI Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames and DHI Recommended Locations for Builders' Hardware for Custom Steel Doors and Frames. When approved, slight variations in locations or dimensions will be permitted. dr+ Application shall be in accordance with DHI Installation Guide for Doors and Hardware. i 3.02 HARDWARE SCHEDULE r•+ A. Refer to the Drawings for the Schedule of Hardware. END OF SECTION HARDWARE SECTION 08700 - 3 SECTION 09250 GYPSUM WALLBOARD SYSTEM 1^ x PART GENERAL 1.01 REFERENCES: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. ` AMERICAN SOCIE= FOR TESTING AND MATERIALS (ASTM) P'^ ASTM C 36 (1985) Gypsum Wallboard t ASTM C 475 (1981) Joint Treatment Materials for Gypsum Wallboard Construction ASTM C 514 (1964) Nails for the Application of Gypsum Wallboard f ASTM C 645 (1983) Non —Load (Axial) Bearing Steel Studs, Runners (Tract), and Rigid Furring Channels for Screw Application of Gypsum Board rASTM C 754 (1982) Installation of Steel Framing Members to Receive Screw —Attached Gypsum Wallboard, Backing Board, or Water —Resistant Backing Board �.� ASTM C 840 (1987) Application and Finishing of Gypsum Board a i ASTM C 954 (1986) Steel Drill Screws for the Application of Gypsaam Board or Metal Plaster Base to Steel Studs from 0.033 inch (0.84 mm) to 0.112 inch (2S4 mm) In Thickness ASTM C 1002 (1983) Steel Drill Screws for the Application of Gypsum Board FACTORY MUTUAL SYSTEM (FM) FM-02 (1987) Specification for Tested Products Guide 1.02 DESIGN REQUIREMEN 5: Except where otherwise indicated or specified, the work shall conform to and shall be applied r as indicated in the finish schedule and on the drawings. i t 1.03 SUBMITTALS: The following shall be submitted in accordance with Section 01300: SUBMITTALS: r` a A. Detail Drawings Detail Drawings and installation details shall be submitted for ceiling framing and furring, for special wall framing, and for framed openings in walls and ceilings. c B. Certificates of Compliance Certificates attesting that the steel framing and wallboard meet the requirements specified shall be furnished. r [ 1.04 DELIVERY AND STORAGE: Wallboard delivered prior to use shall be stored off the ground within a completely enclosed structure or completely enclosed within a weathertight covering. Wallboard shall be dry, free of warpage, and have bundling tape intact immediately prior to use. PART 2 MATERIALS 2.01 MATERIALS: Materials shall conform to the requirements specified below. Miscellaneous item:: not otherwise specified shall be as recommended by the wallboard manufacturer and approved prior to use. The long edges of wallboard shall be tapered, except when used as a base layer in a double layer application. Power driven fasteners may be used only when approved in writing. Thickness of wallboard shall comply with the systems as detailed on the drawings. A. Steel Framing, Furring, and Related Items: For lengths up to 10'-0", steel studs shall be 3 SIV thick, mimimum 20 gauge, 16 inches on center, product similar to SJ type as produced by USG. 1. For lenghts taller than 10'-0", steel studs shall be 3 5/6 inches x 1518 inches, minimum 18 gauge, 16 inches on center. B. Gypsum Wallboard: ASTM C 36; 5X, Type X (Special Fire —Resistant), bevel edge, (wc), 48—inches wide. F GYPSUM WALLBOARD SYSTEM SECTION 09M - 1 F C. Joint Treatment Materials: ASTM C 475. 1. Taping or Embedding Compound: Specifically formulated and manufactured for use in embedding tape at gypsum wallboard joints and fastener heads and completely compatible with tape and substrate. 2. Finishing or Topping Compound: Specifically formulated and manufactured for use as a finishing compound. Texture of finish wall surface shall be a "lightly rolled" texture. A 12 inch x 12 inch sample of finish texture shall be submitted to the Architect for approval. 3. All —Purpose Compound: Specifically formulated and manufactured to serve as both a taping and a finishing compound and compatible with tape and substrate. 4. Joint Tape: Reinforcing tape recommended by the manufacturer. D. Nails: ASTM C 514. E. Screws: ASTM C 1002, Type G for attachment of gypsum board to gypsum board, Type S for attachment to light —gauge steel members, Type W for attachment to wood members; ASTM C 954 for attachment to steel members 0.033— to 0.112—inch thick. F. Cornerbead and Edge Trim: Corrosion protective —coated steel designed for its intended use. Flanges shall be free of dirt, grease, and other materials that may adversely affect the bond of joint treatment. G. Shaft Wall System: Components of the shaft wall system include IX Firecode "C" gypsum panels, 1" gypsum liner panels and steel C-H studs at 24" on center. System shall be Equal to USG 2-hour wall system #C. PART 3 EXECUTION 3.01 STEEL FRAMING: Installation of steel framing shall conform to ASTM C 754, except that limiting heights shall be according to manufacturer's current published data Framing shall be spaced a maximum of 16 inches on center. A. Partition Framing System: Metal framing and furring system shall be capable of carrying a transverse load of 5 psf without exceeding either the allowable stress or a deflection of L1240. B. Shaftwall Framing System: Installation of shaftwall framing system shall be in accordance with Manufacturer's printed instructions. Manufacturer's Certificate of Compliance shall be required for the shaftwall system. C. Ceiling Openings: Support members shall be provided at ceiling openings such as required for access panels, recessed light fixtures, and for air supply or exhaust. Support members of not less than 1-1/2 inch main runner channels and vertically installed suspension wires or straps shall be located to provide at least the minimum support specified herein for furring and wallboard attachment. Intermediate structural members, although not a part of the structural system, shall be provided for attachment or suspension of support members. At existing gypsum board ceilings, reattach existing gypsum board as required or replace as needed to securely seal all penetrations of the gypsum board ceiling. D. Wall Openings: For wall openings such as required for doors, pass --through openings, and access panels, the framing system shall provide for the installation and anchorage of the required subframes or finish frames. At rough openings, such as door openings, of more than 30—inches wide the studs at such openings shall be 0.0329—inch minimum bare metal thickness, doubled, and grouted along the jamb. 3.02 APPLICATION OF GYPSUM WALLBOARD: Gypsum wallboard shall be applied to framing and furring members in accordance with ASTM C 840 and the requirements specified herein. Gypsum wallboard shall be applied with separate boards in moderate contact without forcing in place. End joints of adjoining boards shall be staggered. Abutting end and edge joints shall be neatly fitted. Use gypsum wallboard of maximum practical length. Gypsum wallboard shall be cut as required to make neat close joints around openings. In vertical application of gypsum wallboard, panels shall be of length required to reach full height of vertical surfaces in one continuous piece. Surfaces of gypsum wallboard and substrate members may be additionally adhered together with an adhesive, except adhesive shall not be used in lieu of fasteners. 3.03 FINISHING OF GYPSUM WALLBOARD: Gypsum wallboard shall be taped, bedded and finished in accordance with ASTM C 840. Joint, fastener depression, and corner treatment shall be provided. Finish texture shall match existing. 3.04 PATCHING: Surface defects and damage to both new and existing walls within the project area shall be corrected as required to leave gypsum wallboard smooth, uniform in appearance, and ready to receive finish as specified. All patching shall not be visibliy noticeable from a distance of three feet. All wall surfaces that are damaged by any party of the Contractor shall be patched at no additional expense to the Owner. END OF SECTION GYPSUM WALLBOARD SYSTEM " ' SECTION O'3250 - 2 SECTION 09510 SUSPENDED ACOUSTICAL TILE CEILING 1 PART 1-- GENERAL 1.01 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. 4 The publications are referred to in the text by the basic designation only. A Federal Specification (Fed. Spec.): SS—S —118B (13Jun80) Sound Controlling (Acoustical) Tiles and Panels r B. American Society for Testing and Materials (ASTM) Publications: r e C 635--6 Metal Suspension Systems for Acoustical Tile and Lay-4n Panel Ceilings !� C 636-86 Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay —In Panels E 90-87 Laboratory Measurement of Airborne Sound Transmission loss of Building Partitions 7 E 119--83 Fire Tests of Building Construction and Materials E 4133 --87 Determination of Sound Transmission Class ell i C. Underwriters Laboratories Inc. (UL) Publication: Fire Resistance Directory (Jan 1987 with Quarterly Supplements) rD. Ceiling and Interior Systems Contractor Association (CISCA) Publication AMA 1-1I 1967 Ceiling Sound Transmission Test by Two Room Method r 1.02 GENERAL REQUIREMENTS A. Ceiling acoustical treatment shall consist of sound controlling units mechanically mounted on a suspended ceiling system. Wall acoustical treatment shall consist of sound controlling units mechanically mounted on wood blocking over CMU. The unit size, texture, finish, and color shall be as specified herein. The location and extent of acoustical treatment shall be as shown on the drawings. 1.03 SUBMITTALS A. Descriptive Data: Manufacturer's descriptive data and installation instructions shall be submitted for approval. B. Samples: Two samples of each type of acoustical unit showing texture, finish, and color shall be submitted for approval. C. Shop Drawings: Shop drawings shall be submitted for approval in accordance with the SECTION 01300. SUBMITTALS. Shop drawings for ceiling treatment shall show ceiling suspension system, reflected ceiling plan, and method of anchoring. Shop drawings for wall treatment shall show wall eievations/panel layout, meant of 9 finishing cut edges and method of anchoring. D. Certificates of Compliance: Test reports by an independent testing laboratory attesting that acoustical systems meet specified sound. transmission requirements shall be submitted in accordance with the SECTION 01300: SUBMITTALS, 1.04 DELIVERY AND STORAGE A. Materials shall be delivered to the site in the manufacturer's original unopened containers with brand name and t type clearly marked. Materials shall be carefully handled and stored in dry, watertight enclosures. Immediately before installation, acoustical units shall be stored for not less than 24 hours at the same temperature and relative r humidity as the space where they will be installed to assure temperature and moisture conditions. w SUSPENDED ACOUSTICAL TILE CEILING SECTION 09510 - 1 t 1.05 ENVIRONMENTAL REQUIREMENTS A. A uniform temperature of not less than 60 degrees F nor more than 80 degrees F and a relative humidity of not more than 70 percent shall be maintained before, during, and after installation of acoustical units. 1.06 SCHEDULING A. Interior finish work such as concrete work shall be complete and dry before installation. Mechanical, electrical, and other work above the ceiling line and at the walls shall be completed and heating, ventilating, and air conditioning systems shall be installed and operating in order to maintain temperature and humidity requirements. 1.07 EXTRA STOCK A. Provide 10% extra ceiling the in unopened cartons of each type new ceiling tile. Provide 1 extra full sized uncut wall panel in a wrapped or protected cover. Store as directed by CO. Label each container with location of matching materials in addition to the manufacturer's label PART 2 — PRODUCTS 2.01 ACOUSTICAL UNITS shall conform to Fed. Spec. SS-S-118, Class A. and the following requirements: A. Ceiling Units for Exposed —Grid System: Equal to USG "Acoustone" panels. NRC grade:.65 minimum. Nominal size: 24 by 48 inches. Thickness: 518 inch. Composition: Mineral- Edge detail: Square. Finish: Corona #391, white. STC range: 40 44. 2.02 SUSPENSION SYSTEM A. Shall be exposed —grid, equal to USG DONN'Meridian' ailing suspension system, and shall conform to ASTM C 635 for intermediate —duty systems. Surfaces exposed to view shall be aluminum with a factory --applied baked —enamel finish. Color shall match color of Ceiling Units. Suspension system shall have a 9116 inch wide face maximum. B. Wall molding shall be equal to USG DONN MS164 molding. Color as selected. Molding shall be provided with outside corner caps. Inside corner caps shall be provided where, due to the configuration of the installation, they are needed to produce a workmanlike appearance. 2.03 HANGERS A Ceiling suspension system hangers shall be galvanized steel wire. Hangers and attachment shall support a minimum 300—pound ultimate vertical load without failure of supporting material or attachment. PART 3 — EXECUTION 3.01 INSTALLATION A Acoustical work shall be provided complete with all necessary fastenings, clips, and other accessories required for a complete installation. Mechanical fastenings shall not be exposed in the finished work. Hangers shall be laid out for each individual room or space. Hangers shall be placed to support framing around beams, ducts, columns, grilles, and other penetrations through ceilings. Main runners and carrying channels shall be kept clear of abutting walls and partitions. At least two main runners shall be provided for each ceiling span. Wherever required to bypass an object with the hanger wires, a subsuspcnsion system shall be installed, so that all hanger wires will be plumb. Splayed hanger wires may be used if an opposite countersplayed wire of the same angle as the first wire is installed and attached to the same supporting member. B. Suspension System Suspension system shall be installed in accordance with ASTM C 636 and as specified herein. There shall be no hanger wires or other loads suspended from underside of steel decking. 1. Hangers shall be plumb and shall not press against insulation covering ducts and pipes. 2. Where hangers must be splayed (sloped or slanted) around obstructions, offset the resulting horizontal force by bracing, countersplaying, or other acceptable means. C. Wall Molding: Wall molding shall be provided where ceilings abut vertical surfaces. Wall molding shall be secured not more than 3 inches from ends of each length and not more than 16 inches on centers between end fastenings. SUSPENDED ACOUSTICAL TILE CEILING SECTION 09510 - 2 3.02 D. Ceiling Tiles: Ceiling tiles shall be installed in accordance with the approved installation instructions of the tie manufacturer. Edges of ceiling tiles shall be in dose contact with metal supports. with each other, and in true alignment. Tie shall be arranged so that units less than oae-half width are minimized. Panels in exposed —grid system shall be held in place with manufacturer's standard hold-down dips. A Following installation, dirty or discolored surfaces of acoustical units shall be cleaned and left free from defects. Units that are damaged or improperly installed shall be removed and new units provided as directed. END OF SECTION SUSPENDED ACOUSTICAL TILE CEILING SECTION 09510.3 SECTION 09650 RUBBER BASE PART 1 -GENERAL 1.01 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. FEDERAL SPECIFICATIONS (FS) FS SS—W-40 Rev. A. Int. Am. 1. Notice 1, Wall Base: Rubber only. 1.02 SUBMITTALS A. The following shall be submitted in accordance with Section 01300 SUBMITTALS: 1. SD-17, Manufacturer's Catalog Data Manufacturer's descriptive data and installation instructions shall be submitted for approval. Gleaning and maintenance instructions shall be furnished for information: 2. SD-50, Samples Two samples of each color of rubber base shall be submitted for approval. 3. SD-70, Test Reports Copies of test reports shall be furnished showing that representative samples of the base, proposed for use have been tested within the past year and conform to the requirements specified herein. 1.03 DELIVERY AND STORAGE A. Materials shall be delivered to the building site in original unopened containers, shall be stored in a clean dry area with temperature maintained above 70 degrees F for 2 days prior to installation, and shall be stored according to manufacturer's recommendations. 1.04 ENVIRONMENTAL REQUIREMENTS A Areas to receive rubber base shall be maintained at a temperature above M degrees F for 2 days before application, during application and 2 days after application. A minimum temperature of 55 degrees F shall be maintained thereafter. 1.05 SCHEDULING A. Rubber base application shall be scheduled after the completion of other work which would damage the finished of the base. 1.06 EXTRA STOCK A. Spare base of each color shall be furnished at the rate of 20 lineal feet. Tiles shall be from the same lot as those installed. PART 2 - PRODUCTS 2.01 WALL BASE A. Wall base shall conform to FS SS—W--40, Type I or Type II, Style B. Base shall be 4—inches high, minimum 0.WO-4nch thick. Custom color as selected. 2.02 ADHESIVE A. Adhesive for wall base shall be as recommended by the flooring manufacturer. RUBBER BASE SECTION 09650 - 1 PART 3-EXECUTION 3.01 INSTALLATION OF RUBBER BASE A. Rubber base shall be installed in strict compliance with manufacturer's instructions. 3.02 CLEANING A. Immediately upon completion of the installation in a room or an area, base and adjacent surfaces shall be cleaned with an approved cleaner to remove surplus adhesive. No sooner than 5 days after installation, base shall be washed with an approved nonalkaline cleaning solution and rinsed thoroughly with clear cold water. END OF SECTION RUBBER BASE SECTION 09650 - 2 i SECTION 09688 CARPET -GLUE DOWN s PART GENERAL trt C 1.01 SECTION INCLUDES A Carpeting glue down method B. Accessories. s 1.02 RELATED SECTIONS r� A Section 09650 -Rubber Base: Base finish. 1.03 REFERENCES A. ANSI/ASTM E648 - Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. B. ASTM E84 - Surface Burning Characteristics of Building Materials. C. FS DDD-C-95 - Carpets and Rugs, Wool, Nylon, Acrylic, Modacrylic. D. FS DDD-C-0095 - Carpet and Rugs, Wool, Nylon, Acrylic, Modacrylic, Polyester, Polypropylene. r E. FS DDD-C-1559 - Carpet, Loop, Low Pile Height, High Density, Woven or Tufted with Attached Cushioning. 1.04 SUBMITTALS A Submit shop drawings and product data under provisions of Section 01300. B. Indicate seaming plan, method of joining scams, direction of carpet, and similar items. C. Provide product data on specified products, describing physical [and performance] characteristics; sizes, patterns, colors available, and method of installation. 6 D. Submit samples under provisions of Section 01300. E. Submit two samples 12 x 12 inch in size illustrating color and pattern for each carpet material specified F. Submit manufacturer's installation instructions under provisions of Section 01300. r1.05 i OPERATION AND MAINTENANCE DATA A Submit operation and maintenance data under provisions of Section 01700. r B. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning and shampooing. 1.06 QUALITY ASSURANCE A Manufacturer. Company specializing in woven carpet with three years minimum experience. r., B. Installer. Company with three years minimum documented experience. 1.07 REGULATORY REQUIREMENTS t A Conform to applicable code for carpet flammability requirements in accordance with ASTM E64. B. Conform to ANSIIASTM E648. 1.08 ENVIRONMENTAL REQUIREMENTS A Store materials for three days prior to installation in area of installation to achieve temperature stability. r, CARPET - GLUE DOWN SECTION 09688 - 1 B. Maintain minimum 70 degrees F ambient temperature three days prior to, during, and 24 hours after installation of materials. 1.09 EXTRA MATERIALS A. Provide 144 sq ft of carpeting of each color specified, under provisions of Section 01700. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Pateraft B. No Substitutions. 2.02 MATERIALS A. Glue -Down Carpet: 1. Matinee #687-W3 Previews; Textured Loop; 26 oz. a. No Substitutions. 2.03 ACCESSORIES A. Sub -Floor Filler. White premix latex; type recommended by carpet manufacturer. B. Primers and Adhesives: Waterproof, of types recommended by carpet manufacturer. C. Edge Strips: type as required by application, finish as selected, color as selected. PART 3 EXECLTION 3.01 EXAMINATION A. Verify that substrate surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft (3 mm in 3 m) and are ready to receive work. B. Verify concrete floors are dry to a maximum moisture content of 7 percent; and exhibit negative alkalinity, carbonization, or dusting. C. Beginning of installation means acceptance of existing substrate and site conditions. 3.02 PREPARATION A. Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with sub -floor filler. B. Apply, trowel, and float filler to leave smooth, flat, hard surface. C. Prohibit traffic until filler is cured. D. Vacuum floor surface. 3.03 INSTALLATION A. Apply carpet and adhesive in accordance with manufacturers' instructions. B. lay out rolls of carpet for approval. C. Verify carpet match before cutting to ensure minimal variation between dyc lots. D. Double cut carpet, to allow intended seam and pattern thatch. Make cuts straight, true, and unfrayed. Edge seam carpet at public areas. CARPET - GLUE DOWN SECTION 096M - 2 r E. Locate seams in area of least traffic. F. Ft scams straight, not crowded or peaked, free of gaps. G. Lay carpet on floors with run of pile in same direction as anticipated traffic. M Do not change run of pile in any room where carpet is continuous through a wall opening into another room. rL=te change of color or pattern between rooms under door centerline. I. Cut and fit carpet around interruptions. J. Ft carpet tight to intersection with vertical surfaces without gaps. IL Extend carpet as base finish up vertical surfaces to form base. Terminate top of carpet with special lipped base gripper strip. Y i L Install carpet continuously to stair treads, full width. Install in one piece. Adhere over entire surface. Ft accurately i. and securely, tight to treads and risers. 3.04 CLEANING A Remove access adhesive from floor, base, and wall surfaces without damage. B. Clean and vacuum carpet surfaces. 3.05 PROTECTION A Prohibit traffic from carpet areas for 24 hours after installation. END OF SECTION CARPET - GLUE DOWN SECTION 09698 - 3 SECTION OWW r PAINTING PART 1— GENERAL !Al APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. r i FEDERAL SPECIFICATIONS (FS): TT—E-489H (22Aug88) Enamel, AWyd, Gloss (for Exterior and Interior Surfaces) s� TT—E—SOSB (4Feb83) Enamel. Odorless, Alkyd, Interior, &. Am-3 Iliigh Gloss, White and Light Tints TT—E-508C(151un77) Enamel, Interior, Semigloss, Tints & Am-1 and White rTT—E-543A (090ct85) Enamel, Interior, Undercoat, Tints & Am-1 and White 4 TT—P-19D (07Feb85) Paint, Latex (Acrylic Emulsion,. Exterior Wood and Masonry) TT—P 29J (0ISep83) Paint, Latex Base, Interior, Flat, White & Int. Am - 2 Am-1 and Tints & Int Am-2 7T--P-30E (21Mar64) Paint, Alkyd, Odorless, Interior, & Am-1 Flat, White and Tints 'IT--P-38E (1SJan85) Paint, Aluminum, Ready —Mixed & Am-1 TT—V-119D (23Jun77) Varnish, Spar, Phenolio—Resin & Am-2 I FEDERAL STANDARDS (FS): No. 595a (29mAY85) Colors & Change Notices 2-5, 7-9 & Errata C A. Commercial Item Description (CID): A—A-1500A Sealer Surfaces (Latex Block Filler) i B. Steel Structures Painting Council (SSPC) Specifications: SSPC--SP 1-82 Solvent Cleaning t: SSPC—Paint 2-82 Red Lead, Iron Oxide, Raw Linseed Oil and Alkyd Primer SSPC—Paint 11-82 Red Iron Oxide, Zinc Chromate, Raw Linseed Oil and Alkyd Paint r SSPC—Paint 21-82 White or Colored Silicone Alkyd Paint SSPC—Paint 25--82 Red Iron Oxide, Zinc Oxide, Raw Linseed Oil and Alkyd Primer Without Lead and Chromate Pigments) C. American National Standards Institute (ANSI) Standard: r A13.1-1981 Scheme for the Identification of Piping Systems I . 1.02 DEFINITION A. The term "paint" as used herein includes emulsions, enamels, paints, stains, varnishes, scalers, cement --emulsion tiller, and other coatings, whether used as prime, intermediate, or finish coat. 6 1.03 PACKAGING. LABELING, AND STORAGE A. Paints shall be in sealed containers that legibly show the designated name, formula or specification number, batch number, color, quantity, date of manufacture. manufacturer's formulation number, manufacturer's directions including any warnings and special precautions, and name of manufacturer. Pigmented paints shall be furnished f" PAINTING SECTION 099M - 1 p in containers not larger than 5 gallons. Emulsion paints shall be stored to prevent freezing. 1.04 SUBMITTALS A. Manufacturer's Data: Manufacturers current printed product description, materials safety and technical data sheets shall be furnished for all coating systems. Detailed mixing, thinning and application instructions, minimum and maximum application temperature, and curing and drying times between coats shall be furnished for epoxy, moisture --cure polyurethane, and liquid glaze coatings. - For the liquid glaze coatings, the instructions shall also include surface preparation requirements and the number and types of coats required for each surface. Detailed application instructions shall be furnished for textured coatings. B. Proprietary Paint Materials (Paint Schedule): The Contractor shall submit for approval the names, quantity represented, and intended use for the proprietary brands of materials proposed to be substituted for the specified materials when the required quantity of a particular color is 50 gallons or less. 1.05 COLORS AND TIN75 A. Colors shall conform to Fed. Std. 595 and shall match the paint colors as selected. Tinting of vinyl —type paints shall be done by the manufacturer. Stains shall conform in shade to manufacturer's standard color. The color of the undercoats shall vary slightly from the color of the next coat. 1.06 QUALITY ASSURANCE PROVISIONS . A. When samples are tested, approval of materials will be based on tests of the samples; otherwise, materials will be approved based on test reports furnished with them. If materials are approved based on test reports furnished, samples will be retained by the Owner for testing should the materials appear defective during or after application. In addition to any other remedies under the contract the cost of retesting defective materials will be at the Contractor's expense. 1.07 ENVIRONMENTAL CONDITIONS A. Unless otherwise recommended by the paint manufacturer, the ambient temperature shall be between 45 and 95 degrees F when applying coatings other than water --thinned, epoxy, moisture ---cure polyurethane, and liquid glaze coatings. Water —thinned coatings will be applied only when ambient temperature is between 50 and 90 degrees F. Epoxy, moisture ---cure polyurethane, and liquid glaze coatings will be applied only within the minimum and maximum temperatures recommended by the coating manufacturer. Moisture —cure polyurethane will not be applied when the relative humidity is below 30 percent. Paints, except water --thinned types, shall be applied only to surfaces that are completely free of moisture as determined by sight or touch. In no case shall paint be applied to surfaces which have visible frost or ice. 1.08 EXTRA STOCK A. Provide a one gallon container of each color and surface texture to Government as directed by the Owner. Label each container with color in addition to the manufacturer's label. PART 2 — PRODUCTS 2.01 MATERIALS A. Materials shall conform to the requirements listed herein, and on the Paint Schedule, except when the required amount of a material of a particular color is 50 gallons or less, in which case an approved first —line proprietary paint material with similar intended usage and color to that specified may be used. 2.02 FERROUS —METAL PRIMER A. All conform to SSPC—Paint 11-82. 2.03 HAZARDOUS MATERIALS RESTRICTIONS A. Paints and painting practices shall comply with all applicable state and local laws enacted to insure compliance with Federal Clean Air Standards. B. Lead: There shall be no materials containing lead used on this project. C. Mercury: Mercurial fungicides shall not be used in exterior oil paints. PAINTING SECTION 09900 - 2 t PART 3 — EXECUTION 3.01 SURFACE PREPARATION A General Requirements: Items not to be painted which are in contact with or adjacent to painted surfaces shall be removed or protected prior to surface preparation and painting operations. Exposed ferrous metals, including nails on or in contact with surfaces to be painted with water -thinned paints, shall be spot —primed with a suitable corrosion --inhibitive primer capable of preventing flash rusting and compatible with the coating specified for the adjacent areas. All surfaces shall be clean and free of foreign matter before application of paint or surface treatments. Oil and grease shall be removed with clean cloths and cleaning solvents; prior to mechanical cleaning. Cleaning solvents shall be of low toxicity with a flashpoint in excess of 100 degrees F. Cleaning shall be programmed so that dust and other contaminants will not fall on wet, newly painted surfaces. Items removed prior t to painting shall be replaced when painting is completed. �^ B. Concrete, and Masonry Surfaces: Surfaces shall be allowed to dry at least 30 days before painting, except concrete s slab on grade which shall be allowed to cure 90 days before painting. Glaze, efflorescence, laitance, dirt, grease, oil, asphalt, surface deposits of free iron and other foreign matter shall be removed prior to painting. fir C. Ferrous Surfaces: Ferrous surfaces that have not been shop --coated shall be solvent --cleaned. Surfaces that f contain loose rust, loose mill scale, and other foreign substances shall be cleaned mechanically with power tools according to SSPC SP3 or by sandblasting according to SSPC,--SP7. After cleaning, one coat of ferrous —metal primer shall be applied to all ferrous surfaces to receive paint other than asphalt varnish and vinyl paint. The semitransparent film applied to some pipes and tubing at the mill is not to be considered a shop coat, but shall be overeoated with the specified ferrous --metal primer prior to application of finish coats. Shop -coated ferrous surfaces shall be protected from corrosion by treating and touching up corroded areas immediately upon detection. �., D. Galvanized and Nonferrous Surfaces: Galvanized, aluminum and aluminum ---alloy, lead. copper, and other nonferrous surfaces to be painted shall be solvent —cleaned in accordance with S;>PC—SP1 and treated with a vinyl --type wash coat meeting the requirements of SSPC—Paint 27. �.., E. Gypsum Board Surfaces: Gypsum board surfaces shall be dry and shall have all loose dirt and dust removed by brushing with a soft brush, rubbing with a dry cloth, or vacuumr--cleaning prior to application of the first --coat material. F. Mastic --Type Surfaces: Mastic —type surfaces shall be prepared by removing foreign material. G. Wood Surfaces: 1. Stained Wood Surfaces: Interior wood surfaces to receive stain including; doors, handrails, seats, and pews shall be sanded or shall be stained to the approved shade and lightly sanded. In addition, oak and other open --grain wood shall be given a coat of wood filler not less than 8 hours after the application of stain. Excess filler shall be removed and the surface sanded smooth. Surfaces that must receive fire —retardant treatment shall be finished with fire --retardant paint as recommended by the !" manufacturer. 3.02 MDUNG AND THINNING: ^" A. General: Unless otherwise recommended by the manufacturer, paints may be thinned immediately prior to ' application with not more than 1 pint of suitable thinner per gallon when necessary to suit conditions of surface. temperature, weather, and application methods. The use of thinner shall not relieve the Contractor from obtaining complete hiding, full film thickness, or required glass. Paints of different manufacturers shall not be mixed. 3.03 APPLICATION A General Requirements: Paint may be applied by brush, roller, or spray. At the time of application, paint shall show r' no signs of deterioration. Uniform suspension of pigments shall be maintained during application. Each coat of paint shall be applied so dry film shall be of uniform thickness and free from runs, drops, ridges, waves, pinholes or other voids, laps, brush marks, and variations in color, texture, and finish. Tiiding shall be complete. Rollers for applying paints and enamels shall be of a type designed for the coating to be applied and the surface to be coated. Special attention shall be given to insure that all edges, corners, crevices, welds, and rivets receive a film thickness equal to that of adjacent painted surfaces. 1. Adequate ventilation shall be provided during paint application. Respirators shall be worn by all persons engaged in spray painting. Adjacent areas shall be protected by approved precautionary measures. 2. The feat coat on plaster, gypsum wallboard, and other surfaces shall include repeated touching up of suction spots or overall application of primer or sealer to produce uniform color and gloss. The first coat PAINTING SECTION 09900 - 3 on both faces of wood doors shall be applied at essentially the same time. Glazed doors and sashes shall be given both coats of paint within 3 weeks of the time they are glazed, but not before the glazing material has set; paint shall overlay glass about 70 mils all around. Each varnish coat shall be sanded lightly prior to application of subsequent coats. 3. Paints, except water -thinned types, shall be applied only to surfaces that are completely free of moisture as determined by sight or touch. Floor sealer shall be given additional touch—up coats as necessary to eliminate dull spots. Excess sealer shall be wiped off after each application. B. Time Between Surface Preparation and Painting: Surfaces that have been cleaned, pretreated, and otherwise prepared for painting shall be given a coat of the specified first coat as soon as practical after such pretreatment has been completed, but prior to any deterioration of the prepared surface. C. Coating Progress: Sufficient time shall elapse between successive coats to permit proper drying. This period shall be modified as necessary to suit weather conditions. Oil -used or oleoresinous solvent --type paints shall be considered dry for recoating when the paint feels firm, does not deform or feel sticky under moderate pressure of the thumb, and the application of another coat of paint does not cruse the undercoat to lift or lose adhesion. D. Masonry Surfaces: 1. Generah Masonry surfaces may be gated by brush, roller, or spray, except when using filler coats. When using fillers, surface voids shall be filled; however, surface irregularities need not be completely filled. The tiller dry film shall be uniform and free of pinholes. The Eller shall not be applied over calking compound. 2. latex Filler. Commercial Item Description A—A-1500 shall be applied according to the manufacturer's instructions. All surface voids shall be filled and the filler allowed to dry the length of time specified by the manufacturer prior to applying successive coats of paint. 3. Color Coat: Equal to Aliphatic Urethane Coating. Source: Ameron 450 H.S. Aliphatic Urethane, by Fuller -O'Brien Corporation, (713) 868-3211. Color as selected by Architect E. Metal Surfaces: First eats other than vinyl paints or vinyl-4ype wash coats shall be applied by brush. The three —twat paint systems specified for exterior and interior ferrous surfaces shall be applied so that their dry —film thickness at any point shall be not less than 4.0 mils, with the primer having a minimum dry --film thickness of 1.5 mils. F. Textured Coating: Application shall be as specified in the manufacturer's printed directions at a rate of 45 to 55 square feet per gallon in one mat 3.04 PIPE COLOR CODE MARKING A. Pipes exposed or concealed in accessible pipe spaces shall be provided with color band and titles adjacent to all valves, except those provided at plumbing fixtures, at not more than 40--foot spacing on straight pipe runs, adjacent to change in direction, and on both sides where pipes pass through walls or floors. Color code marking shall be of the color listed in Table I and the size listed in Table II. (These tables are based on MIL-6-11)-30113, MIL -STD-161, and ANSI A13.1.) The arrows shall be installed adjacent to each band to indicate the direction of flow in the pipe. The legends shall be printed in upper --case black letters as listed in Table I. Letter sizes shall be as listed in Table II. Marking shall be painted or applied using colored, pressure --sensitive adhesive markers of standard manufacture. Paint shall be as specified for insulated and uninsulated piping. . 3.05 MISCELLANEOUS A. Lettering: Lettering shall be provided as scheduled on the drawings, and shall match existing lettering type, inches in height, and color. Use black enamel finished with a protective coating of spar varnish. Samples shall be approved before application. 3.06 SURFACES TO BE PAINTED A. Surfaces listed in the PAINT SCHEDULE and/or FINISH SCHEDULE, other than those listed in paragraphs SURFACES NOT REQUIRING PAINTING and SURFACES FOR WHICH PAINTING IS PROHIBITED, will receive the surface preparation, pains, and number of coats prescribed in the schedule. 3.07 SURFACES FOR WHICH PAINTING IS PROHIBITED - A. The following listed items shall not be painted: PAINTING SECTION 09900 - 4 r- 1. Acoustical ceilings. 2. Lighting fixtures, fire detection systems. 3. Flooring a 109 CLEANING �. A. Cloths, cotton waste and other debris that might constitute a fire hazard shall be placed in closed metal containers and removed at the end of each day. Upon completion of the wort, staging, scaffolding, and containers shall be removed from the site or destroyed in an approved manner. Paint and other deposits on adjacent surfaces shall be removed and the entire job left clean and acceptable. 3.09 PAINTING SCHEDULE A. The PAINTING SCHEDULE prescribes the surfaces to be painted, and the number and types of coats of paint. n� C B. Shop —Tainted Items: Surfaces of items finish —painted by the manufacturer, or specified to be finish —painted under other sections of the specifications, are exempted from the requirements for surface preparation and painting. Shop --primed items shall receive surface preparation and finish painting as required by this section. C. Surface Preparation: Except as otherwise specified, surface preparation is defined in the paragraph SURFACE PREPARATION of this section of the specification. 3.10 PAINTING SCHEDULE Surface First Coat Second Coat Third Coat R� EXTERIOR r Ext. Ferrous TT P-38 TT E-543 TT E-489 Galy. Metal SSPC Paint 5 SSPC Paint 5 SSPC Paint 5 Masonry TI=P191) TT E489 7T E-489 INTERIOR: Int. Plaster A-A-1500T T E-543 TT E-508 ` Int. Gypsum Board TT P-29T T E-543 7T E-508 Int. Caulking 7IT-P-38 IT E-543 TT-E-508 Steel TT-E-543 TT E-489 TT E-489 l Stained Wood 7T V-119 TT-V-119 TT V-119 Piping 7T E-543 TT E•489 3.11 PAINT COLOR SCHEDULE r• A Wood Doors: One coat stain & Two coats varnish. B. Metal Doors and Frames: One coat primer & Two coats paint. r.. C. Painted Walls/Ceilings: One coat primer & TWo coats paint. D. Painted Plaster.' One coat primer & Two coats paint. E. Exterior Window Frames: TWo coats primer & TWo coats paint. Exterior and Interior. F. Exterior Masonry: One coat primer & Two coats paint. G. Substitutions: Approved equal, under provisions of Section 01600. END OF SECTION PAINTING SECTION 09900 - 5 7, SECTION 10260 CORNER GUARDS _ PART 1-GENERAL 1.01 SECTION INCLUDES A. Corner guards. 1.02 REFERENCES A. ANSI A117.1 — Specifications for Making Buildings and Facilities Accessible To and Usable By Physically Handicapped People. 1.03 PERFORMANCE REOUIREMENIS A Corner guards to resist lateral impact force of 100 lbs at any point without permanent damage. r" 1.04 SUBMITTALS A Submit under provisions of Section 01300. B. Product Data: Indicate physical dimensions, features, wall mounting brackets with mounted measurements, anchorage details, and rough --in measurements. C. Samples: Submit two sections of corner guard, 24 inches long illustrating component design, configuration, and r+ color and finish. D. Manufacturer's Installation instructions: Indicate installation rough —in measurements and instructions. E Manufacturer's Certificate: Certify that products meet or exceed flame spread rating for surface finish. 1.05 FIELD MEASUREMENTS A Verify that field measurements are as indicated on Drawings. 1.06 COORDINATION 7 A. Coordinate work under provisions of Section 01039. B. Coordinate the work with wall or partition Sections for installation of concealed blocking or anchor devices. w !f PART2-PRODUCTS 2.01 MANUFACTURERS r, A Balco. B. Construction Specialties. C. Tri-Guards. r 9 D. Substitutions: Under provisions of Section 01600. 2.02 COMPONENTS r A Corner Guard — Surface Mounted: Projecting 1/4 inche plus or minus, from wall to outside of guard, high impact Clear plastic. rB. Size: corner Guards shall have Z" Wings and shall be 48 inches long. ` 2.03 FABRICATION A Fabricate components with tight joints, corners and seams. B. Predrill holes for attachment. CORNER GUARDS SECTION 10260 - 1 I 2.04 FINISHES A. Corner Guard: Clear Plastic. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that rough —in for components are correctly sized and located. 3.02 INSTALL41ION A. Install components in accordance with manufacturer's instructions, level and plumb, secured rigidly in position. B. Position corner guard four inches above finished floor to flush with ceiling. 3.03 SCHEDULE A. All column comers and all external wall corners. END OF SECTION CORNER GUARDS SECTION 10260 - 2 r SECTION 15000 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL PART1 GENERAL 1.01 CHECKING DOCUMENTS A. The drawings and the specifications are numbered consecutively. The Contractor shall check the drawings and specifications thoroughly and shall notify the Architect of any discrepancies or omissions of sheets or pages. Upon notification, the i Architect will promptly provide the Contractor with any missing portions of the drawings or specifications. No discrepancies E or omissions of sheets or pages of the contract documents will relieve the Contractor of his duty to provide all work required POO by the complete contract documents. 1.02 GENERAL A. In general, the lines and ducts to be installed by the various trades under these specifications shall be run as indicated, as specified herein, as required by particular conditions at the site, and as required to conform to the generally accepted standards as to complete the work in a neat and satisfactorily workable manner. The follownig is a general outline concerning the running of various lines and ducts and is to be excepted where the drawings or conditions at the building necessitate deviating from these standards. B. All piping, conduit and ductwork for the mechanical and electrical trades shall be concealed in chases in finished areas, except as indicated on the drawings. Horizontal lines run in areas that have ceilings shall be run concealed in those ceilings, unless otherwise specifically indicated or directed. C. Piping, ductwork, conduits and raceways may be run exposed in machinery and equipment spaces, where serving as connections to motors and equipment items in finished rooms where exposed connections are required, and elsewhere as indicated on the drawings or required D. All conduits in any space where they are exposed shall run parallel with the building walls. They shall enter the concealed areas perpendicular with the walls, ceilings or floors. Fittings shall be used where necessary to comply with this requirement. E. The Contractor shall thoroughly acquaint himself with the details of the construction and fnishes before submitting his bid as no allowances will be [Wade because of the Contractor's unfamiliarity with these details. All concealed lines shall be installed as required by the pace of the general construction to precede that general construction. L, F. The mechanical and electrical plans do not give exact details as to elevations of lines and ducts, exact locations, etc., and do not show all the offsets, control lines, pilot lines and other installation details. The Contractor shall carefully lay out his work at the site to conform to the architectural and structural conditions, to provide proper grading of lines, to avoid all obstruction, to conform to details of installation supplied by the manufacturers of the equipment to be installed, and thereby to provide an integrated, satisfactorily operating installation. G. The electrical plans show diagrammatically the locations of the various electrical outlets and apparatus and the method of circuiting and controlling them. Exact locations of these outlets and apparatus shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc., by measurements at the building, and in cooperation with other sections, and in all cases shall be subject to the approval of the Architect. The Architect reserves the right to make any reasonable change in location of any outlet or apparatus before installation (within 10 feet of location shown on drawings) or after installation if an obvious conflict exists, without additional cost to the Owner. i. H. The mechanical plans do not give exact locations of outlets, fixtures, equipment items, etc. The exact location of each item shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, r etc., by measurements at the building, and in cooperation with other sections. Minor relocations necessitated by the p` conditions at the site or as directed by the Architect shall be made without any additional cost accruing to the Owner. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SECTION 15000 - I I. The Contractor shall be responsible for the proper fitting of his material and apparatus into the space. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the drawings, he shall arrange for such space with the Architect before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such necessary changes at his (the Contractor's) own expense. J. The Contractor shall submit working scale drawings of all his apparatus and equipment which in any way varies from these specifications and plans, which shall be checked by the Architect before the work is started, and interferences with the structural conditions shall be corrected by the Contractor before the work proceeds. K. Order of precedence shall be observed in laying out the pipe, ductwork, material, and conduit in order to fit the material into the space above the ceiling and in the chases and walls. The following order shall govern: 1. Items affecting the visual appearance of the inside of the building such as lighting fixtures, diffusers, grilles, outlets, panelboards, etc. Coordinate all items to avoid conflicts at the site. 2. Large ducts and pipes with critical clearances. 3. Conduit, water lines, and other lines whose routing is not critical and whose function would not be impaired by bends and offsets. L. Piping, ducts, and conduits serving outlets on items of equipment shall be run in the most appropriate manner. Where the equipment has built-in chases, the lines shall be contained therein. Where the equipment is of the open type, the lines shall be run as close as possible to the underside of the top and in a neat and inconspicuous manner. M. Exceptions and inconsistencies in plans and specifications shall be brought to the Architect's attention before the contract is signed. Otherwise, the Contractor shall be responsible for any and all changes and additions that may be necessary to accommodate his particular apparatus, material, or equipment. N. The Contractor shall distinctly understand that the work described herein and shown on the accompanying drawings shall result in a finished and working job, and any item required to accomplish this intent shall be included whether specifically mentioned or not. O. Each bidder shall examine the plans and specifications for the General Construction. If these documents show any item requiring work under Division 15 or 16 and that work is not indicated on the respective "M", "P" or "E" drawings, he shall notify the Architect in sufficient time to clarify before bidding. If no notification is received, the Contractor is assumed to require no clarification, and shall install the work as indicated on the General Plans in accordance with the specifications. 1.03 DIMENSIONS A. Before ordering any material or doing any work, the Contractor shall verify all dimensions, including elevations, and shall be responsible for the correctness of the same. No extra charge or compensation will be allowed on account of differences between actual dimensions and measurements indicated on the drawings. Any difference which may be found shall be submitted to the Architect for consideration before proceeding with the work. 1.04 INSPECTION OF SITE A. The accompanying plans do not indicate completely the existing mechanical and electrical installations. The bidders for the wont under these sections of the specifications shall inspect the existing installations and thoroughly acquaint themselves with conditions to be met and the work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from that structure. Failure to comply with this shall not constitute grounds for any additional payments in connection with removing or modifying any part of the existing installations and/or installing any new work. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SECTION 15000 - 2 r 1.05 ELECTRICAL WRING A. All electric wiring will be done under Division 16 of these specifications. The Contractor for each section shall erect all his motors in place ready for connections. The Contractor, under Division 16, shall mount all the starters and controls, furnishing the supporting structures and any required outlet boxes. B. Every electrical current consuming device furnished as a part of this project, or furnished by the Owner and installed in this project, shall be completely wired up under Division 16. Verification of exact location, method of connection, munber and size of wires required, voltage requirements, and phase requirements is the responsibility of the Contractor under Division 16. If conflicts occur between the drawings and the actual requirements, actual requirements shall govern. 1.06 MOTORS AND CONTROLS A. All motors furnished under any of the several sections of these specifications shall be of recognized mamrfacture, of adequate capacity for the loads involved and wound for the current characteristics shown on the electrical drawings. All motors shall conform to the standards of manufacture and performance of the National Electrical Manufacturers' Association as shown in their latest publications. They shall further be listed by Underwriters Laboratories. B. Unless otherwise noted, the Contractor under Division 16 shall furnish each motor with a starter and all controls of the types specified or required. These starters shall be of the totally enclosed type, of capacity rating within the required limits of the motors which they are to serve, shall be suitable for the motor current characteristics and shall provide thermal overload protection. All starters shall be standard of manufacture and performance of the National Electrical Manufacturers' Association. They further shall be listed by Underwriters Laboratories. Provide overload protection in each phase wire. 1.07 MANUFACTURER'S DIRECTIONS L A. All manufactured articles shall be applied, installed and handled as recommended by the manufacturer. 1.08 SUBSTITUTION OF MATERIAL A. Where a definite material or only one manufacturer's name is mentioned in these specifications, it has been done in order to establish a standard. The product of the particular manufacturer mentioned is of satisfactory construction and any substitution must be of quality as good as or better than the named article. No substitution shall be made without review by the Architect, who will be the sole judge of equality. B. The Contractor shall submit for approval a complete list of the materials he proposes to use. This list shall give manufacturers' names and designations corresponding to each and every item and the submission shall be accompanied by complete descriptive literature and/or any supplementary data, drawings, etc., necessary to give full and complete details. C. Should a substitution be accepted under the provisions of the conditions of these specifications, and should this substitute prove to be defective or otherwise unsatisfactory for the service for which it is intended within the guarantee period, the Contractor who originally requested the substitution shall replace the substitute material with die specified material. 1.09 SHOP DRAWINGS A. Wherever shop drawings are called for in these specifications, they shall be furnished by the Contractor for the work involved after review by the Architect as to the make and type of material and in sufficient time so that no delay or changes will be caused. This is done in order to facilitate progress on the job and failure on the part of the Contractor to comply shall render him liable to stand the expense of any and all delays, changes in construction, etc., occasioned by his failure to provide the necessary details. Also, if the Contractor fails to comply with this provision, the Architect reserves the right to go directly to the manufacturer he selects and secure any details he might deem necessary and should there be any charges in connection with this, they shall be borne by the Contractor. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SECTION 15000 - 3 9 B. Shop drawings will be reviewed by the Architect for general compliance with the design concept of the project and general compliance with the information given in the contract documents. Review by the Architect and any action by the Architect in marking shop drawings is subject to the requirements of the entire contract documents. Contractor will be held responsible for quantities, dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of all trades and the satisfactory performance of his work. C. Shop drawings submitted shall not consist of manufacturers' catalogues or tear sheets therefrom that contain no indication of the exact item offered, Rather, the submission of individual items shall designate the exact item offered and shall clearly identify the item with the project. D, All shop drawings shall be submitted at one time and shall consist of a bound catalogue of all shop drawings under each section, properly indexed and certified that they have been checked by the Contractor. E. The omissions of any material from the shop drawings which has been shown on the contract drawings or specified, even though reviewed by the Architect, shall not relieve the Contractor from furnishing and erecting same. 1.10 CUTTING AND PATCHING A. The Contractor for work specified under each section shall perform all structural and general construction modifications and cut all openings through either roof, walls, floors or ceilings required to install all work specified under that section or to repair any defects that appear up to the expiration of the guarantee. All of this cutting shall be done under the supervision of the Architect and the Contractor shall exercise due diligence to avoid cutting openings larger than required or in wrong locations. Verify the scope of this work at the site and in cooperation with all other trades before bidding. B. No cutting shall be done to any of the structural members that would tend to lessen their strength, unless specific permission is granted by the Architect to do such cutting. C. The Contractor for work under each section shall be responsible for the patching of all openings cut to install the work covered by that section and to repair the damage resulting from the failure of any part of the work installed hereunder. D. Before bidding, the Contractor shall review and coordinate the cutting and patching required under the respective section with all trades. 1.11 SALVAGE MATERIALS A. The Contractor shall remove existing equipment, piping, duct, grilles, conduit, wire, junction boxes, light fixtures and other items associated with the mechanical, plumbing and electrical systems where shown on the drawings. Where such items are exposed to view or uncovered by any cutting or removal of general construction and has no continuing function (as determined by the Architect), they shall be removed by the contractor under the section in which the item normally falls. B. Existing items (see above) where concealed in/above construction which is not disturbed, abandon in place. Plug, cap, disconnect or otherwise render harmless all such items. C. All items or materials removed from the project shall be made available for the Owner's inspection. The Owner retains the option to claim any item or material. Contractor shall deliver any claimed item or material in good condition to the place designated by the Owner. All item not claimed become the property of the contractor and shall be removed from the site. 1.12 INSTALLATION DRAWINGS A. It shall be incumbent upon the Contractor to prepare special drawings as called for elsewhere herein or as directed by the Architect to coordinate the work under each section, to illustrate changes in his work, to facilitate its concealment in finished spaces to avoid obstructions or to illustrate the adaptability of any item of equipment which he proposes to use. B. These drawings shall be used in the field for the actual installation of the work. Unless otherwise directed, they shall not be submitted for approval but three copies shall be provided to the Architect for his information. GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SECTION 15000 - 4 i. r" 1.13 ROUGH -IN AND MAKE FINAL CONNECTION FOR EQUIPMENT A. The shop drawings for all equipment are hereby made a part of these specifications. The Contractor under each section of the specifications shall rough -in for the exact item to be furnished on the job, whether in another section of the specifications or by the Owner. The Contractor shall refer to all drawings and other sections of the specifications for the scope of work involved for the new equipment, and by actual site examination determine the scope of the required equipment connections for the Owner furnished equipment. B. Should any of the equipment furnished require connections of a nature different from that shown on the drawings, report the matter to the Architect and finally connect as directed by the Architect. C. Should any shop drawings not be available for equipment furnished under other contracts or by the Owner, the Contractor under each section of these specifications shall bid the work as detailed on the drawings. D. Minor differences in the equipment furnished and that indicated on the drawings will not constitute ground for additional payment to the Contractor. 1.14 MARKING OF PIPE A. The Contractor shall mark all accessible piping systems. The identification of a piping system shall be made by a positive a identification of the material content of the system by lettered legend, giving the name of the content in full or abbreviated form. This mark shall be conspicuously placed at frequent intervals on straight runs, close to all valves, at changes of direction and where pipes pass through walls, floors or ceilings. Arrows shall be used to indicate direction of flow. B. Markers shall be placed on piping at each connection to an item of equipment, at each pump, and on each drop to an outlet. Markers shall be placed on each run of piping at intervals not exceeding 50 feet where exposed in a room and 25 feet when installed above removable ceilings, except that no exposed line shall enter a room without being identified therein. Marker on lines above removable ceilings shall be applied on the undersides of the lines and in other areas shall be applied to be most visible. C. Markers shall conform completely with "The Scheme for Identification of Piping Systems (ANSI A131 1981). Markers shall have ANSI specified color coded background, color of legend and legend letter size. D. Markers shall be equal to Seton Set Mark Pipe Markers. 1.15 IDENTIFICATION AND LABELING A. The Contractor shall make it possible for the personnel operating and maintaining the equipment and systems in this project to readily identify the various pieces of equipment, valves, piping, etc., by marking them. All items of equipment such as fans, pumps, etc., shall be clearly marked using engraved nameplates as hereinafter specified. B. All items of mechanical and electrical equipment shall be identified by the attachment of engraved nameplates constructed from laminated phenolic plastic, at least 1/16" thick, 3-ply, with black surfaces and white core. Engraving shall be condensed gothic, at least 1/2" high, appropriately spaced. Nomenclature on the label shall include the name of the item, its mark number, area, space, or equipment served, and other pertinent information. 1.16 OPERATING INSTRUCTIONS A. The Contractor for each section of the work hereunder shall, in cooperation with the representatives of the manufacturers of the various equipment items, carefully instruct the Owner's representatives in the proper operation of each item of equipment and of each system. During the balancing and adjusting of systems, the Owner's representative shall be made familiar with all procedures. F GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SECTION 15000 - 5 r 2 i 1.17 OPERATING MANUALS A. Prepare and submit 3 copies of the operating manuals bound in hard covers. Three weeks prior to completion of the work, the Architect will check the manuals and any additional material necessary to complete the manuals shall be furnished and inserted by the Contractor. B. Manuals shall contain the following data: 1. Catalogue data of all equipment. 2. Shop drawings of all equipment. 3. Wiring diagrams. 4. Recommended maintenance schedule for equipment. 5. Parts list for all items. 6. Name and address of each vendor. 1.18 GUARANTEE A. Unless a longer guarantee is hereinafter called for, all work, material and equipment items shall be guaranteed for a period of one year after acceptance by the Owner. All defects in labor and materials occurring during this period, as determined by the Architect, shall be repaired and/or replaced to the complete satisfaction of the Architect. Guarantee shall be in writing and in triplicate. 1.19 COMPLETION REQUIREMENTS A. Before acceptance and final payment the Contractor under each Division of the specifications shall furnish: 1. Accurate record drawings, shown in red ink on blue line prints furnished for that purpose all changes from the original plans made during installation of the work. Drawings shall be filed with the Architect when the work is completed. 2. All manufacturers' guarantees. 3. All operating manuals. 4. Guarantees. 5. Test and Balance Report. END OF SECTION GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL SECTION 15000 - 6 i a: 4 - SECTION 15200 �,. PIPING AND ACCESSORIES PART1 GENERAL a 1.01 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.02 SUBMITTALS I A. Submit manufacturer's data on all materials. 1.03 SCOPE A. This section of the specifications pertains to all labor, materials, equipment and service necessary for and incidental to the piping and accessories as shown on the drawings and/or specified herein. PART 2 PRODUCTS 2.01 MATERIALS A. All materials shall be manufactured or fabricated in the United States of America. B. Materials shall conform to the listed standards. Refer to specific sections for materials to be used under that section. The d following tabulation is for reference only to identify the applicable standard. Copper Tubing ASTM B75-76 Wrought Copper Solder Fittings ANSI B16.22 C. Insulating Fittings: Equal to Clear Flow fitting designed to meet requirements of ASTM F-492. k D. Unions in Copper or Brass Lines: 125 pound all brass, screwed pattern, bround joint, equal to Chase, Crane or Mueller. 'i 2.02 VALVES A. Ball Valves: Bronze threaded body, chrome plated full port bronze ball, teflon seats and O-rings, bronze shafts, and infinite position handle with memory stops. Valve shall be three piece break away for in -line service. Where valves are installed in insulated lines, provide extended stems of adequate length for the handle to clear the insulation and jacket. Apollo, Crane, Jamesbury and Stockham are acceptable. Ring type two piece ball valves are not acceptable. t 2.03 COMBINATION PRESSUREfTEMPERATURE PORT A. Furnish and install where indicated "Pete's Plug' a 1/4' MPT fitting to receive either a temperature or pressure probe 1/8' OD. r.. Fitting shall be solid brass with valve core of neoprene fitted with cap with gasket. Furnish an extended stem as required to extend through pipe insulation where installed in insulated lines. B. Furnish a test kit including the following: 1. One fiberglass carrying case. 2. One 2' dial, 0-100 PSI pressure gauge. 3. One Peterson gauge pressure probe. PIPING AND ACCESSORIES SECTION 15200 - 1 4. One 1" dial, 5" stem, 25 deg. - 125 deg. test thermometer. 5. One 1" dial, 5" stem, 0 deg. - 220 deg. test thermometer. 6. One //110, 114" Pete's Plug. PART 3 EXECUTION 3.01 INSTALLATION OF PIPING SYSTEMS A. Install runs of piping essentially as indicated on the drawings and/or as required. The location, direction and size of the various lines are indicated on the drawings. B. Make up all systems straight and true and properly graded for correct flow of contained materials and to provide drainage. Cut pipes accurately to measurements established at the building and work into place without forcing or springing. Except as required for specified grading, tun all piping above ground parallel with the lines of the building. C. Make all changes in pipe sizes with reducing fittings. Use no long screws or bushings. D. Install and support piping systems with loops, bends, expansion joints and/or flexible connectors as required for flexibility, to accommodate expansion and contraction of piping due to temperature changes in the contained fluids and in the surrounding space, and to minimize the transmission of vibration to the building structure. E. Provide unions in the lines assembled with screwed and soldered fittings, at points of connection to equipment, and elsewhere as indicated or required to permit proper connections to be made, or to permit valves, equipment items, etc. to be removed. Provide unions also in welded lines at connections to equipment where flanges are not provided. Provide insulating unions where ferrous material joins non-ferrous material. F. In general, use listed materials in fabricating the various piping systems. The method of assembly may be varied only to meet -- special conditions where it is impossible to comply with the specified method of joining piping. Where special classes of piping are involved and are not listed, request exact instructions as to the class of material involved and the method of fabricating it before ordering materials. 3.02 FABRICATION OF PIPE JOINTS A. Threaded Pipes: Ream and deburr pipe after it is cut and before it is threaded. Stand each pipe on one end and hammer to remove all foreign material. Full cut threads, but not more than 3 pipe threads shall remain exposed when joint is completed. Make up joints with graphite and oil or an approved graphite compound applied to male threads only. Caulking of threaded joints to stop or prevent leaks is prohibited. B. Copper Tubing: Cut tubing square, ream and deburr. Clean insides of fittings and outsides of tubing with sand cloth before assembly. Exercise care to prevent annealing of fittings and hard drawn tubing. Make all joints with high temperature solid string or wire solder, 95% tin, 5% antimony, using non -corrosive paste flux of the proper type for all copper tubing. Low temperature solder such as 50150 or 40/60 will not be permitted. 3.03 REPAIR OF LEAKS A. All leaks in piping systems shall be corrected as follows: 1. Repair leaks in solder joints by remaking the joint; no soldering or brazing over existing joints will be permitted. 2. Repair leaks in screwed joints by tightening the joint; remake the joint if the tightening fails to stop the leak. B. When any defect is repaired, retest that section of the system. END OF SECTION PIPING AND ACCESSORIES SECTION 15200 - 2 I SECTION 15235 HEATING WATER SYSTEMS PART1 GENERAL r " 1.01 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification �.. sections, apply to work of this section. r 1.02 SUBMITTALS r' A. Submit manufacturer's data on all materials. 1.03 SCOPE A. This section of the specifications pertains to all labor, materials, equipment and service necessary for and incidental to the heating water systems as shown on the drawings and/or specified herein. r PART 2 PRODUCTS 2.01 MATERIALS f A. Refer to Section "Piping and Accessories". r+. B. Heating Water Lines: Type L hard drawn copper tubing assembled with wrought copper fittings. i { PART 3 EXECUTION 3.01 CLEANING l A. Swab the interior of the pipe as it is installed. f.. 3.02 TESTING �.., A. Before insulating or concealing any lines, test all piping. Test all lines at 150% of the system working pressure or 100 psig, whichever is greater, for not less than 4 hours with no leaks. END OF SECTION l�l t HEATING WATER SYSTEMS SECTION 15235 - 1 SECTION 15320 AIR DISTRIBUTION PART GENERAL 1.01 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.02 SUBMITTALS A. Submit manufacturer's data on all materials. 1.03 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the installation of ductwork, linings, air distribution devices, dampers and control devices, curbs and other materials and accessories as described herein and/or as shown on the accompanying drawings, or reasonably implied therefrom. PART PRODUCTS 2.01 METAL DUCTWORK A. Except as otherwise specified herein, in other sections of the specifications, and/or noted on the drawings, low pressure ducts shall be constructed of galvanized steel sheets in accordance with the recommended construction for low pressure ductwork insofar as gauges of metal to be used, bracing of joints and joint construction as established in HVAC DUCT CONSTRUCTION STANDARDS, First Edition, as published by Sheetmetal and Air Conditioning Contractors National Association, Inc. (SMACNA). B. Unless indicated otherwise, all duct shall be constructed in conformance with 1" w.g. pressure class. C. Make square elbows where shown or required, with factory -fabricated turning vanes. Make all other changes in direction with rounded elbows having a centerline radius equal to 1-1/2 times the width of the duct in the plane of the bend. D. Make transformations in duct shape or dimension with gradual slopes on all sides. Make increases in dimensions in the direction of air flow, with a maximum slope of 1" in 7" on any side. Make decreases in dimensions in the direction of air flow preferably with a slope of 1" in 7" on any side, but with a maximum slope of 1" in 4" where conditions necessitate. E. Ducts shall be routed in conjunction with pipes, electrical conduits, ceiling hangers, etc. so as to avoid interferences insofar as possible. Where duct penetrations are unavoidable, provide streamline shaped sleeves around such material penetrations, made airtight at duct surfaces, except that such sleeves are not required at tie rods. Where obstructions are of a size to exceed 10% of the duct area, the duct shall be transformed to maintain the same duct area. 2.02 DUCT LINER A. All sheet metal supply duct shall be lined. B. The listed ducts shall be lined to a thickness of 1" with Manville "Linacoustic" mat faced duct liner, or equal duct liner coated with neoprene on one side. FC. Duct liner shall have an average thermal conductivity of .26 btu-in./sq. ft.-degree F. at a mean temperature of 75 F. AIR DISTRIBUTION SECTION 15320 - 1 C` D. The duct liner shall be applied in accordance with the manufacturer's recommendations with the coated side away from the metal, using weld pins or adhesive Tuffbond and adhesive type metal clips, Gemco, or equal, of the type which do not protrude through the duct. The size of the ducts indicated are actual internal sizes and the sheet metal sizes shall be 2" greater in both dimensions to accommodate the lining. No voids are permitted. E. Use 100% adhesive coverage and clips at the rate as specified by SMACNA. 2.03 DUCT SEALER A. All supply air ductwork shall be sealed to provide airtight construction. Metal surfaces to be joined shall be clean, dry and free of dirt or grease. Apply a heavy coat of Kingco Seal -Rite 18-120 to the interior metal surface of the slip joint, then interlock into place metal duct sections. Apply a heavy coat of 18-120 to the exterior metal surface duct joint, making sure any voids are filled to secure a continuous air pressure sealant. B. Allow sealant to dry a minimum of 48 hours before pressurizing system. C. Blue Glue or Haricast will be considered equal. 2.04 AIR CONTROL DEVICES A. Manual dampers shall be installed as required to afford complete control of the air flow in the various duct systems. In rectangular supply ducts, a volume damper shall be installed at each point where a branch is taken off to achieve the final air balance. B. Volume dampers of the "butterfly" type shall be constructed of 20 gauge galvanized steel riveted or welded to square operating rods. Dampers shall have bearings of brass, bronze or approved plastic in most instances. Volume dampers of the butterfly type shall be used only in cases where neither dimension of the damper exceed 24". The metal used shall match that of duct system containing the damper in each case. Use special metals for damper rods and bearings as required to resist corrosion. 2.05 FLEXIBLE DUCT A. Flexible duct shall be a factory fabricated assembly consisting of an inner sleeve, insulation and an outer moisture barrier. The inner sleeve shall be constructed of a continuous vinyl -coated spring steel wire helix fused to a continuous layer of fiber glass impregnated and coated with vinyl. A 1-1/4 inch thick insulating blanket of fiber glass wool shall encase the inner sleeve and be sheathed with an outer moisture barrier of a reinforced Mylar or neoprene laminate of low permeability. The flexible duct shall be rated for a maximum working velocity of 6000 FPM and shall be listed by the Underwriters' Laboratories under their UL-181 standards as a Class 1 duct and shall comply with NFPA Standard f/90A. The flexible duct shall be Thermaflex M-KE for low pressure application. B. Flex duct shall not exceed 6'-0" in length or have more than 90 degree of bend. If longer duct is required use round sheetmetal duct with 1 1/2" thick duct insulation to make-up the difference in length. 2.06 FLEXIBLE CONNECTIONS A. Provide sound isolating flexible connections between connecting ducts and the inlet and outlet of each fan. These connections shall in each case be long enough to permit a minimum separation of 3" between the duct and the fan or unit housing with at least I" slack in the flexible material itself. _ B. The material shall be of a glass cloth type equal to 30 ounce Ventglas as manufactured by Ventfabrics. It shall be fire resistant, waterproof and mildew -resistant. 2.07 ROUND DUCT TAPS A. All round takeoffs shall be made with spin -in type fittings for sheet metal duct or fiberglass ductboard as applicable. Provide each with a factory installed balancing damper, positive locking nut and air scoop. AIR DISTRIBUTION SECTION 15320 - 2 r 7 r., i 2.08 AIR DISTRIBUTION DEVICES PM A. Furnish and install all grilles, registers, and diffusers for every purpose. Refer to the tabulation on the drawings for types, sizes " and accessories. 6 i B. All grilles, registers, and diffusers located in the ceiling shall be factory finished in OFF-WHITE. C. Air distribution devices as manufactured by Titus, Metal -Aire, or Krueger will be acceptable. 2.09 FAN POWERED TERMINALS A. Furnish and install a constant volume fan powered terminal equal to Titus QFPC-3000 of the sizes and capacities shown in the plans. B. The entire terminal shall be of one piece construction and shall include a primary air volume damper that precisely meters the primary air quantity in response to the room thermostat. The primary valve cross -sectional flow area shall vary proportionally with actuator movement. The terminal shall also consist of a fan and motor assembly and a hot water heating coil. An heating coils shall be located in the discharge air stream. C. The terminal casing shall be 20 gauge galvanized steel, fully lined with 1" dual density fiberglass insulation. The outer surface of the insulation shall be coated to resist erosion. Insulation must comply with UL 181 and NFPA 90A. All exposed insulation edges shall be coated with NFPA 90A approved sealant to prevent erosion. D. The terminal casing shall have access panels to facilitate servicing of all internal mechanical components. Panels shall be of sufficient size for removal of the primary air damper or fan/motor assembly as a unit. E. The primary damper connection to the operating shaft shall be a positive mechanical connection. F. The terminal shall incorporate a multipoint sensor with a center averaging chamber. Flow controller shall be pressure independent and capable of controlling air flows from shutoff to rated maximum within ± 5% of unit rated flow. The controller shall maintain a fixed 5 psi reset span regardless of minimum and maximum settings. compressed air consumption shall not exceed 1.25 scfh. G. The fan/motor assembly shall be direct drive, dynamically balanced. The motor shall be permanent split capacitor type with anti -balanced. The motor shall be permanent split capacitor type with anti -backward rotation device, and shall have thermal overload and self-lubricating bearings. Isolation shall be provided between fan/motor assembly and unit casing. Motor wiring shall incorporate a quick disconnect coupling for ease of motor removal. H. The motor shall be controlled by a manual speed controller which allows continuously adjustable fan speed from maximum to minimum. I. The terminal shall incorporate a single point electrical connection. All electrical components shall be UL listed and installed in accordance with the National Electric Code. All electrical components shall be mounted in a sheet metal enclosure. J. The heating water coil shall be factory mounted one or two row with a maximum of 12 aluminum fins per inch. The coil shall have 112" diameter seamless copper tubes, mechanically expanded into the fro collars. Coils are leak tested at 350 psig air pressure under water. Coils shall be constructed and tested in accordance with UL/ARI standards. K. A I" throwaway filter shall be installed in the fan inlet. L. Special care shall be exercised in the selection of these boxes to insure quiet operation. The boxes shall be selected to meet l noise criteria curve NC35-RE10-12 watts with a room attenuation of I0db when supplied with air at a static pressure of 1.5" WG. The selection shall be made allowing for the duct connection detailed on the plans, multiple units in single space, turns, and room size, and construction materials. These specifications shall be complied with for both airborne and surface radiation noise. AIR DISTRIBUTION SECTION 15320 - 3 M. The supplier of the boxes shall be prepared to demonstrate to the Architect that the boxes as finally installed will meet the above specification. Any unit failing to met this specification shall be removed and replaced with a box of adequate size, or corrective action in the form of additional attenuation shall be provided until the specified requirements are satisfied. _ 2.10 FIRE DAMPERS A. Furnish and install, at locations shown on the plans, dynamic fire dampers constructed and tested in accordance with the current edition of UL-555 Standard For Fire Dampers. Dampers up to 64 sq. ft. for vertical mount and 25 sq. ft. for horizontal mount shall be classified for dynamic closure to a minimum 2375 fpm and 4 inches w.g. static pressure for horizontal air flow, air flow up and air flow down. Velocity and pressure rating shall include both in duct and no duct installations. B. Each dynamic fire damper shall be marked with a UL classified 1-1/2 hour fire protection rating, the maximum Velocity/pressure rating for each horizontal and vertical installation and "for use in dynamic systems." In addition each dynamic _ fire damper shall include a 165 degrees F fusible link. Each dynamic fire damper shall include a 12" long integral roll formed steel sleeve furnished by the damper manufacturer. Submittal information shall include the fire protection rating, maximum velocity/pressure ratings and the manufacturer's UL installation instructions. D. Fire dampers in low pressure duct shall be equal to Ruskin DIED 20 Style B, in high pressure shall be equal to Ruskin DIBD Style C, CR or CO. 2.11 ACCESS PANEL A. Access doors of sufficient size shall be installed in ducts to permit servicing of contained equipment including fire extinguishing equipment, dampers, etc. Where those panels are in insulated ducts, they shall be double wall panels with material to match the lining and of the same thickness. In uninsulated ducts they shall be single wall construction. All access panels shall have No. 310 Ventlock catches and pulls, No. 260 hinges and No. 390 gaskets. B. Where access panels are not exposed or readily accessible above removable ceilings, provide access doors in the general construction. C. Access doors shall be located as close as possible to fire dampers and smoke dampers. Where the size of the duct permits, the ^ minimum size access door shall be 18" x 16". D. Each door providing access to fire dampers or smoke damper shall have a label with letters not less than 1/2" in height reading "FIRE DAMPER" or "SMOKE DAMPER" as applicable. END OF SECTION AIR DISTRIBUTION SECTION 15320 - 4 r d SECTION 15330 HANGERS AND SUPPORTS PART GENERAL r 1.01 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification 4 sections, apply to work of this section. A t 1.02 SUBMITTALS A. Submit manufacturer's data on all materials. 1.03 SCOPE A. The Contractor for the wont covered by each section of the specifications shall famish and install all hangers, supports and isolation inquired by pipe or equipment included in this work. r I t PART 2 PRODUCTS 2.01 MATERIALS A. Materials shall be provided for the support of all piping and equipment. The following tabulation lists materials suitable for this duty. Equal materials manufactured by Fee and Mason, Carpenter -Patterson, Grinnell or Modem will be considered. r a f MATERIAL SERVICE FEE AND MASON CAT. Hanger Copper Tubing 3" and smaller 361 copper plated Pipe Clamps 2" and Smaller 304 Pipe Clamps 3" and Larger 241 Pipe Rest All 295 or 291 Ezp Shield Concrete 374 Beam Clamps All 249, 254, 255, 282, 280 r Adjuster All 2381 2.02 HANGER RODS A. All individually suspended horizontal pipes shall be supported by steel rods sized as follows: Rod Diameter Size of Steel Pipe or Copper Tube Supported 3/8" 2-1/2" and smaller 1/2" 3" and 4" 5/8" 5" through 8" 3/4" 10" and larger s HANGERS AND SUPPORTS SECTION 15330 - 1 r 2.03 HANGER SPACING A. All hangers shall be so located as to properly support horizontal lines without appreciable sagging of these lines. Locate a hanger within 12 inches of every elbow or tee. The following table gives minimum spacing for copper and steel lines. However, hangers shall be more closely spaced where necessitated by conditions or required by code. Size of Line Hanger Spacing in Feet 3/4" and smaller 5 1" through 1-1/2" 7 2" and larger 10 PART 3 EXECUTION 3.01 INSTALLATION OF SUPPORTS: A. All pipes shall be adequately supported. All piping shall be installed with due regard to expansion and contraction, and the type of hanger, method of support, location of supports, etc. shall be governed in part by this consideration. Transmission of vibration and noise shall also be considered and any special suspension with vibration dampeners required to minimize transmissions shall be used where specified or required. _ B. All exposed vertical risers running near walls shall be supported from the walls. Each line shall have a minimum of 2 supports, not greater than 10'0" on centers, with the additional provision that there shall be a support near the top of the riser. All supports shall be aligned. C. All vertical pipes shall be supported with riser clamps sized to fit the lines and to adequately support their weight. At the bases of lines, where required for proper supports, furnish and install anchor base fittings or other approved supports. D. Where vertical lines run down to a point near the floor and a support is needed, they may be supported by means of a pipe leg welded to the pipe, extending down to the floor and terminating in a capped end resting on the floor. E. Where pipes other than those specified hereinbefore, are running along walls, they shall be supported using hangers as described hereinbefore, but suspended from brackets bolted to the wall. Specially fabricated clips or U-braces may be used where commercially manufactured items are not available in the proper size. F. Where pipes or equipment are suspended under existing concrete construction, drill and use Grinnell Fig. 117 expansion case or Phillips concrete fasteners in sizes not exceeding 1/2" and for loads of 200 lbs or less. For larger rods or loads above 200 lbs drill through the beam above the bottom steel and bolt a Grinnell Fig. 202 bracket to the side of the beam for support. Size brackets per manufacturer's recommendations. Use pipe stands where required. G. Where multiple lines are run horizontally at the same elevations and grades, they may be supported on trapezes formed of sections of Unistrut, angle iron, or channels suspended on rods or pipes. Trapeze members, including the suspension rods, shall each be properly sized for the number, size and loaded weight of the lines they are to support. Trapeze spacings shall be in accordance with the preceding table for the smallest line supported on or from the trapezes. — H. Perforated strap iron and wire will under no circumstances be acceptable as hanger material. 3.02 DUCT HANGERS A. All ductwork shall be supported in accordance with standards published by Sheet Metal and Air Conditioning Contractors National Association Inc. _ END OF SECTION HANGERS AND SUPPORTS SECTION 15330 - 2 F 711 f7 SECTION 15400 INSULATION PART1 GENERAL 1.01 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -I Specification sections, apply to work of this section. 1.02 SUBMITTALS A. Submit manufacturer's data on all materials. 1.03 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the installation of thermal insulation, coverings, jackets, supports, shields, etc. as described herein and/or as shown on the accompanying drawings, or reasonably implied therefrom. All surfaces which may vary from the ambient temperature shall be insulated unless specifically excepted. PART 2 PRODUCTS 2.01 MATERIALS A. In describing the various materials, application procedures, and finishes, each item will be described singularly, even though there may be a multiplicity of identical applications. Also where the description is only general in nature, exact dimensions, arrangements and other data shall be determined by reference to plans, schedules, and details, including those provided by equipment manufacturers. B. Where materials are described under other sections of the specifications and are pertinent to this section, they shall be installed hereunder as though they were repeated herein. C. All insulation shall have composite fire and smoke hazard ratings as tested by procedure NFPA 225, not exceeding flame spread 25, smoke developed 50. Accessories such as adhesives, mastics, cement, tape, cloth, etc. shall have these same component ratings. D. All materials installed under this section of the specifications shall be manufactured in the United States of America. 2.02 VAPOR BARRIER JACKETS A. Factory -applied vapor -barrier jackets shall be one of the following: 1. An All Service Jacket (ASJ) laminated of flame resistant white kraft paper, glass scrim reinforcement, and kraft paper. 2. Foil Reinforced Kraft (FRK) Jacket laminated of flame resistant 0.001" aluminum foil, glass scrim reinforcement and kraft paper. B. Where specified, insulate valves and fittings with two fiberglass inserts and preformed Manville Zeston covers with taped seams. INSULATION SECTION 15400 - 1 PART 3 EXECUTION 3.01 INSTALLATION A. The installation of all thermal insulation shall be performed by a recognized firm regularly engaged in the insulation business, using skilled insulation mechanics and using insulation materials which are the product of reputable manufacturer of the materials, using any special materials as required by these specifications and by those published standards. B. Any insulation which is not applied in a workmanlike manner will be rejected and replaced. All coverings shall be smooth, flush, dressed to line and tight. Mastic shall be neatly applied and tooled. The Architect reserves the right to reject any insulation whose appearance he deems unacceptable. 3.02 APPLICATION OF INSULATION A. Apply insulation and pipe covering after all work has been tested, found to be tight and accepted as such by the Architect. Thoroughly clean and dry all surfaces to be covered. B. On glass fiber pipe covering with factory -applied vapor -barrier jacket, lap the jacket on the longitudinal seams with a double tape, self-sealing lap, adhesive system. If a single tape, self-sealing lap, adhesive system is used, an additional layer of Benjamin Foster 82-07 vapor barrier lap adhesive must be used. Tightly butt the ends of the pipe covering and apply the 4" wide butt strips as provided by the insulation manufacturer. 3.03 INSULATION ON EQUIPMENT AND PIPING SYSTEMS A. The following describes materials, thicknesses and finishes for insulation and coverings. B. Also included in this section is the requirement for patching and repair of existing insulation where new connections are made. C. Heating Water Supply and Return Lines: Insulate with molded sectional glass fiber pipe covering with factory applied All Service Jacket (ASJ) equal to Owens-Corning ASJ/SSL-II. Insulation shall be 1" thick. Insulate concealed valves and fittings with fiberglass inserts and "Zeston" PVC covers. Insulate exposed valves and fittings with Hamfab insulation fittings. D. Duct Insulation: Refer to Section 'AIR DISTRIBUTION' for duct liner specification. E. Round Ducts: Insulate the round supply air ducts with 2" thick, 3/4 lb. density, Owens -Coming "All Service Wrap" glass fiber flexible insulation having a factory applied FSKL vapor barrier jacket. F. This insulation shall be secured, vapor barrier side out, to sheet metal. On horizontal runs, lap top and bottom sheets over edges of side pieces. Buttjoints tightly.. Embed three inch wide Glassfab membrane in adhesive between coats. G. Cover all joints, punctures and breaks with three inch wide facing strip. H. On ducts 24" and wider, install clips on bottom of duct, maximum of 18" O.C., to prevent insulation from sagging. END OF SECTION INSULATION SECTION 15400 - 2 I PART1 GENERAL 1.01 NOTE SECTION 15600 TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -I Specification sections, apply to work of this section. i 1.02 SCOPE A. This section of the specifications comprises the furnishing of all labor, materials, transportation, tools and appliances and in performing all operations in connection with the testing, balancing and adjusting of various systems and portions thereof to produce proper flows of air and water, correct setting of regulation devices, and other end results as more fully described hereinafter. B. Upon completion of the installation and start up of the mechanical equipment, check, adjust, and balance systemic components to obtain optimum conditions in each conditioned space to the building. C. Prepare and submit to the Architect complete reports on the balance and operation of the system. i D. Make a total of three inspections within 90 days after occupancy of the building to insure that satisfactory conditions are being i maintained throughout and to satisfy any unusual conditions. E. Make inspections in the building during the opposite season from that in which the initial adjustments were made and at those times make any necessary modifications to the initial adjustments requited to produce optimum operation of the systemic components, to produce the proper conditions in each conditioned space. F. In all fan systems, the air quantities shown on the plans may be varied as required to secure a maximum temperature variation of 2 degrees within each separately controlled zone, but the total air quantity indicated for each zone must be obtained. It shall be the obligation of the Contractor to furnish or revise fan drives and/or motors if necessary, without cost to the Owner, to attain the specified air volumes. G. Before final acceptance is made, furnish the following data: 1. A listing of the measured air quantities at each outlet. 2. Flow rate and temperature at each coil and heating device. 3. Static pressure readings entering and leaving each supply fan, and other components of the system. These readings shall be related to fan curves in terms of CFM handled. 4. Motor current readings at each fan. The voltages at the time of the reading shall be listed. H. The above data shall be neatly entered on appropriate forms together with any typed supplements required to completely document all results. Written explanations of any abnormal conditions shall be included. All this shall be assembled into a suitable brochure and a total of 4 copies shall be provided. I. When opposite season modifications are made, additional data sheets indicating new settings, readings, etc., shall be prepared and submitted in quadruplicate. I� r TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS SECTION 15600 - 1 1.03 INSTRUCTIONS A. During the test periods instruct the building operating personnel in the operation and maintenance of all equipment. B. Deliver to the Owner 3 complete instruction manuals covering the maintenance and operation of the system components. Provide complete data on all equipment, including for each item a parts list, and the name and address of the vendor where replacement parts can be purchased. END OF SECTION TESTING, ADJUSTING AND BALANCING MECHANICAL SYSTEMS SECTION 15600 - 2 SECTION 15700 s TEMPERATURE REGULATION PART1 GENERAL 1.01 NOTE A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.02 SUBMITTALS A. Submit manufacturer's data on all materials and equipment. Include system schematics indicating all devices, pneumatic piping, electrical wiring and sequence of operation. Sequence of operation shall reference each component device by designation used on schematics. 1.03 SCOPE A. This Contractor shall include in his bid an amount necessary to cover a complete system of automatic temperature regulating equipment. It is intended that the system be pneumatic in its operation except for certain sensing functions, remote starting and stopping provisions, resetting arrangements, and alarm indications which can best be performed by electronic instruments. It shall include all master and submaster thermostats, valves, dampers, and operators, amplifiers, air receivers, switches, piping, air regulator, relays, multiplexers, cabinets, etc. required to make it complete in full accordance with the intent of the plans and the following description. B. The wiring for all the remote temperature indicating, motor control, control set point and adjustment and alarm devices shall originate in a terminal board and extend to and connect to all multiplexers, relays, thermocouples, and similar devices. The wiring shall be performed by the Contractor under Division 16 in accordance with diagrams on the plans, as specified herein and as indicated on the drawings which this contractor shall provide. C. The temperature regulation equipment shall be installed and adjusted to secure the sequences described hereinafter. The materials and equipment described herein shall be sufficient to any of the remote devices of reference elsewhere herein, but shall be arranged as required to operate in conjunction with those remote devices. D. The Contractor shall furnish and install all automatic dampers, and all automatic valves. The Contractor shall furnish, install, and adjust all damper and valve operators and all other switches, relays, etc. comprising the temperature regulation system. E. Temperature regulation specked herein is based on Honeywell or Johnson Controls. PART 2 PRODUCTS 2.01 PIPING A. All exposed tubing and conduit shall be run parallel to or at right angles to the building structure and shall be concealed in all finished spaces. Tubing may be run exposed in mechanical rooms or areas where other piping is exposed. B. Hard drawn copper tubing shall be used where run exposed. Only tool -made bends will be acceptable. Fittings for copper tubing shall be brass or copper solder joint type, except at connections to apparatus, where brass compression -type fittings shall be used. C. Non-metallic tubing may be used in concealed locations, inside control cabinets and for flexibility (24" maximum) to make final terminations. Tubing shall be virgin polyethylene, meeting stress -crack test ASTM D1693-6OT. Tubing shall be self -extinguishing under ASTM-D635 flammability test. TEMPERATURE REGULATION SECTION 15700 - 1 4 D. Where non-metallic tubing is used inside control cabinets, it shall be number -coded and control cabinets and neatly tied and supported. Flexible connections bridging the cabinet and its door shall be neatly fastened along the hinge -side and protected against abrasion. E. Single lines in equipment rooms shall be hard drawn copper. Short run final terminations shall be trade in flexible polyethylene. F. Jacketed multitube instrument harness may be used where a number of tubes are to be tun together. Single polyethylene tubing may be used in concealed areas. G. Number -coded polyethylene shall be used inside control cabinets and within the enclosure of unit ventilators, fan -coil units, and shall be neatly tied and supported. Flexible connections bridging the cabinet and its door shall be neatly fastened along the hinge -side and protected against abrasion. 2.02 THERMOSTATS A. All thermostats shall be of the gradual acting two pipe type, except in cases specified herein to the contrary. All shall be adjustable as to set point. Thermostats shall be equal to Johnson T-4000 thermostats. B. Thermostats shall be guaranteed to control to plus or minus 1 degree of set point. C. Those for exposed installation in finished areas shall have plain cases and concealed adjustments unless specifically described otherwise herein. D. The locations of all room type thermostats are indicated on the drawings. The Contractor shall examine these locations and if, in his opinion, the operation of any instrument would be improved by changing its location, he shall so notify the Architect. With the Architect's approval, he shall install the thermostat in the location of his choice. 2.03 CONTROL VALVES, WATER A. All modulating straight -through water valves shall be provided with equal -percentage contoured throttling plugs. All three-way valves shall be provided with linear throttling plugs such that the total flow through the valve shall remain constant regardless of the valve's position. B. Valves shall be screwed type. Valves shall be factory -rated to withstand the pressures encountered. Valves shall have stainless -steel stems and spring -loaded teflon packing. C. Water valves shall be sized for a pressure drop equal to the coil they serve but not to exceed 5 psi. Valves shall have replaceable seats and discs. 2.04 PNEUMATIC ACTUATORS A. Pneumatic operators shall be sized to operate their appropriate dampers or valves with sufficient reserve power to provide smooth modulating action or two -position action as specified. B. Where sequencing of actuators is called for such sequencing shall be accomplished by spring ranges adequate for the application. _ C. Where critical application controllers are used, or where actuators are controlled from pressure sensors, pilot positioners shall be used. TEMPERATURE REGULATION SECTION 15700 - 2 f PART 3 EXECUTION 3.01 SEQUENCE OF OPERATION A. This Contractor shall design and install the temperature regulation system using components a:; hereinbefore described to effect the performance functions described hereinafter. 3.02 FAN POWERED TERMINALS (FPT) WITH ZONE HEATING COILS A. These units have an integral fan and motor and primary air damper. The unit manufacturer will furnish normally open damper operators. This contractor shall provide a modulating three way valve in the coil outlet. B. When the air handling unit fan starts, an air static switch furnished by the unit manufacturer starts the unit blower. C. If the discharge temperature is below the required setpoint, the primary air damper shall modulate toward the closed position. As the primary air quantity decreases, a proportionate amount is taken from the return air plenum to allow a constant volume of air to be delivered by the unit. When the damper is fully closed and all air is being recirculated from the return plenum, the three way valve shall modulate open to the coil to offset the heat loss. D. If the discharge temperature rises above the required setpoint, the sequence is reversed. As the primary air damper opens to the design inlet CFM, the maximum inlet volume controller, furnished by the unit manufacturer, overrides the room thermostat. 3.03 FINAL TEST AND ADJUSTMENT A. Upon completion of the installation, the control manufacturer shall snake all final adjustments to the system as may be required by actual operating conditions. All throttling range adjustments shall be set as narrow as possible without causing hunting. Setpoints and setup amounts shall be such as to provide satisfactory operation under all load conditions. The operating personnel shall be instructed in the preventive maintenance procedures and in the operating of the control system. The control manufacturer shall submit a letter stating that the control system has been installed under the control manufacturer's supervision and has been adjusted, tested under operating conditions and is operating satisfactorily in accordance with the desired sequence. B. Provide three sets of complete operating and maintenance instructions with drawings, typewritten instructions and operating sequences, and descriptive data sheets. Assemble each set in a hard cover binder with 'Temperature Control" title placed on front cover and binding. 3.04 GUARANTEE A. The temperature regulation subcontractor shall guarantee all workmanship and material in the temperature regulation system for a period of one year, such guarantee dating from the date of the final acceptance of the entire air conditioning system by the Architect. END OF SECTION TEMPERATURE REGULATION SECTION 15700 - 3 r PART 1 GENERAL: 1.01 GENERAL INFORMATION: A. An electrical installation shall be performed in accordance with the Natiomal Electrical Code and all local codes and ordinances. 1.02 CONDUITS: A. All conduit shall be electrical metallic conduit CENM with steel cornpression-type box connectors and couplings or flexible metal conduit with factory made eomnectoes. All flexible metal conduit shall not exceed 4 feet in length. Acceptable manufacturers are Pittsburgh, Republic Steel and Allied. 1.03 ELECTRICAL BOXES: A. All outlet boxes shall be galvanized sheet steeland U.L. listed. Acceptable manufacturers are Appleton, Raco and Steel City. B. All pul boxes and junction boxes shall be sheet steel and U.L. listed. 1.04 CONDUCTORS: A. All wiring shall be copper type THWN stranded if larger than No. 10 and solid for No. 10 and smaller. wire size should not be used smaller than No. 12 unless used for low voltage control wiring. Acceptable manufacturers are Okonite• Triangle and Simplex. 1.05 MOUNTING HEIGHTS DEVICE MOUNTING HEIGHT Receptacle 18, Telephone Outlet 18' Data Outlet 18' wan switch 48' Wall Dinner switch 48' 1.06 wIRING DEVICES: A. All wiring devices shall be 'specification grade'. and shall be U.L. listed. Acceptable manufacturers are Hubbell. Levh m and Pass and Seymour. B. All devices shall have an ivory finish where mounted in walls finished in light colas and a brown finish where mounted a walls finished in dark colors. C. See rnamting heights listed above for mounting heights of an receptacles and switches. D. All SPST wan switches shall be Hubbell No. 1221 or 1221-I or equivalent. E. All three-way wan switches shall be Hubbell No. 1223 or 1223-I or equivalent. -1 F. Receptacle, 20 Ampere, 125 Vohs, 2 Pole, 3 Wire Grounding Duplex: Hubbell No. 5362 or 5362-I or equivalent. G. Telephone Outlet: Outlet box with coverplate furnished by Telephone Company. Provide blank coverplate on outlets that do not receive a telephone instnunent. H. Data Cable Outlet: Outlet box with 19132" center hole and bushing in coverplate. 1.07 MOTORS AND EQUIPMENT CONTROLS: A. All disconnect switches shall be U.L. listed and &hall meet NMEA standard KS1-1933 for type HD Heavy Duty switches. All disconnect switches shall be non -fused General Electric (GE) or equivalent. 1.08 OVERCURRENT PROTECTIVE DEVICES: A. All new circuit breakers shall be bolt -on circuit breakers. U.L. listed for switching duty in the appropriate panelboard. 1.09 LIGHTING: A. All lighting fixtures shall bear the label of Underwriter's Laboratories, Inc. Submit for review manufacturer's catalog data and drawings on all light fixtures with separate sheets for each proposed fixture clearly labeled. B. Provide all labor, material, and equipment necessary for and incidental to the complete lighting system as shown on the drawings. C. Provide all fluorescent fixtures with standard cool white energy saving lamps, energy saving ballasts, and .125 lens unless noted otherwise. END OF SECTION -2 r SPECIAL CONDITIONS r 8 r NOTICE OF ACCEPTANCE K43 The City of Lubbock, having considered the proposals submitted and opened on the day of 199� for work to be done and materials to be furnished in and for: as set forth in detail in the Specifications, Plans, and Contract Documents for such work for the City of Lubbock; it appearing that your proposal is fair, equitable and to the best interest of said City, please take notice that said proposal was accepted by the City Council of the City of Lubbock on the day of 199 at the bid price contained therein, subject to the execution of and furnishing of all contract documents, bonds, certificates of insurance, and all other documents specified and required to be executed and furnished under the contract documents. It will be necessary for you to execute and furnish to the City of Lubbock all such documents within ten (10) days from your receipt of this Notice. The five percent (51/6) bid security, submitted with your proposal, will be returned upon the execution of such contract documents and bonds within the above specified ten (10) day period. In the event you should fail to execute and furnish such contract documents and bonds within the time limit specified, said bid security will be retained by the City of Lubbock CITY OF LUBBOCK Owner's Representative i r.,