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Resolution - 2001-R0357 - Contract For The Municipal Storage Facility - Saunders Construction, Inc. - 09/13/2001
Resolution No. 2001-RO357 September 13, 2001 Item No. 54 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 for municipal coliseum storage facility, per ITB #199-01/RS, by and between the City of Lubbock and Saunders Construction, Inc. of Lubbock, Texas, and related documents. Said contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 13th ATTEST: Rebecca Garza, City Secretary APPROVED AS TO CONTENT: k r- �fpi KQtv'u'�' Victor Kilma - Purchasing Manager APPROVED AS TO FORM: William de Haas? Contract Manager/Attorney gs://ccdocs/Saunders Const, Inc.res September 4, 2001 day of September , 2001. WI DY SI ON, MAYOR un... lawl CITY OF LUBBOCK SPECIFICATIONS FOR CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY ITB #199-01 /RS 010,010,01010, - CITY OF LUBBOCK Lubbock, Texas BOND CHECK BEST RATING LICENSE P IN TEXAS DATE BY ION City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 162513 T11 STREET LUBBOCK, TEXAS 79401 PH: (806)775-2167 r FAX:(806)775-2164 http://purchasing.ci.lubbock.tx.us ITB #199-01/RS, Addendum #1 - ADDENDUM #1 ITB #199-01 /RS City of Lubbock Municipal Coliseum Storage Facility MAILED TO VENDOR: August 13, 2001 OLD CLOSE DATE: August 14, 2001 @ 3:00 P. M. NEW CLOSE DATE: August 21, 2001 @ 4:00 P. M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). - - Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. The closing date for this bid has been changed from August 14, 2001 at 3:00 p. m. to the new closing date of August 21, 2001 at 4:00 p. m. �. 2. The continuous turndown footing at the building perimeter may be constructed in two sections consisting of 12" deep X 18" wide continuous spread footing reinforced with three #Vs continuous with #3 ties at 36" o.c. The building slab with a turndown to the top of the spread footing can be installed at a later time. 3. No soil information was provided for this project. The contractor shall provide a minimum of 1 bearing tests (one at the center of each perimeter wall) at the bottom of the footing to verify bearing capacity as noted on the drawings. The test shall be performed with a soil test peneprometer CL700A by a qualified testing lab. A copy of the results are to be sent to the Owner and Architect for approval prior to the laying of reinforcement. 4. Please find enclosed the site location for the irrigation system. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to : (806)775-2164 or Email to: RS ffi4a�ioc� .tx.us THA CITY OF LUBBOCK Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. t """ 199-01/RSadd1 Z1f aq Or. Z9i l EV LYa 1-44M VALVe- Z" EV �15TiNy M IY4 1'H 3A 3/a POP UP 14W-4jx4s5 p POP OF WW- ewKua O POP UP 5TKeAm SumLeK FoTARY ■ QUIGIC ewum R flz r FcIG VALVP Z'' t7CA EXIST-ING 3" AiMlz © cztITKOLLM 3A 3/a I �r :i i E - City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 162513 T11 STREET LUBBOCK, TEXAS 79401 PH: (806)775-2167 FAX:(806)775-2164 http://purchasing.cl,lubbock.tx.us ITB #199-01/RS, Addendum #2 ADDENDUM #2 ITB #199-01 /RS City of Lubbock Municipal Coliseum Storage Facility MAILED TO VENDOR: August 13, 2001 CLOSE DATE: August 21, 2001 @ 4:00 P. M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Change the electrical feeder wire size to the new panel from #4/0 to #4. Reference riser diagram on sheet 1 of 3. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806)775-2164 or Email to: RShuffield@mail.ci.lubbock.tx.us 199-01/Rsadd2 THANK YOU, ZOF L O K Ron Shu geld Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. m.. r" CITY OF LUBBOCK SPECIFICATIONS FOR CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY ITB #199-01/RS `WWW » CITY OF LUBBOCK Lubbock, Texas e CITY OF LUBBOCK INVITATION TO BID FOR TITLE: CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY ADDRESS: LUBBOCK, TEXAS r, PROJECT NUMBER: 90109.9210.30000 ITB NUMBER: X199-01/RS CONTRACT PREPARED BY: PURCHASING DEPARTMENT r t. INDEX 1. NOTICE TO BIDDERS r 2. GENERAL INSTRUCTIONS TO BIDDERS .w 3. BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS 4. PAYMENT BOND 5. PERFORMANCE BOND 6. CERTIFICATE OF INSURANCE .< 7. CONTRACT 8. GENERAL CONDITIONS OF THE AGREEMENT 9. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS ,, GENERAL INSTRUCTIONS TO BIDDERS i@ GENERAL INSTRUCTIONS TO BIDDERS 1 BID DELIVERY. TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY per the attached specifications and contract documents. Sealed bids will be received no later than 3:00 p.m. CST, the 14th day of Au ust, 2001 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB #199-01/111S, CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the event the Purchasing Department deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing Department. Such addendum issued by the Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will become part of the bid package having the same binding effect as provisions of the original bid. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing Department no later than five (5) days before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in .., any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. Victor Kilman, Purchasing Manager City of Lubbock 1625 13th Street, Room L-04 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing Department. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. m•, 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE-BID MEETING 4 2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre-bid meeting will be held at 11:00 a.m.. August 2nd 2001 in Purchasing Conference Room L04 Lubbock Texas All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre-bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre-bid meeting to bidders who do not attend the pre-bid meeting. r 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by written bid addenda. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the event the Purchasing Department deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing Department. Such addendum issued by the Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will become part of the bid package having the same binding effect as provisions of the original bid. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing Department no later than five (5) days before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in .., any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. SAM NOTICE TO BIDDERS r NOTICE TO BIDDERS . ITB #199-01IRS Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 3:00 o'clock mm. on the 14th day of August, 2001, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project with a budget amount of $28,000.00: "CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, before the expiration of the date above first written. Bids are due at 3:00 o'clock a.m. on the 14th day of August, 2001, and the City of Lubbock City Council will consider the bids on the 23rd day of August, 2001, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or su erior. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. ^" It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre-bid conference on 2nd day of August, 2001 at 11:00 o'clock a.m., in the Purchasing Conference Room L04, Lubbock, Texas. Bidders may view the plans and specifications without charge at Lubbock City Hall, 1625 13`h Street, Lubbock, Texas, Purchasing Department, Room L-04. Plans and specifications may be obtained by the bidder for a $100.00 refundable deposit per set. Plans and specifications may be obtained from Cox Dirks Architects, 1710 15th Street, Lubbock, Texas 79401, Phone: (806) 762-1226. Plans and specifications will be shipped at the bidder's expense. if bidder requires overnight or second day expedited method parcel shipment, the bidder will incur shipping charges and must furnish the name of the service to be used and the bidder's account number. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre-bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 775-2281 at least 48 hours in advance of the meeting. CITY OF LUBBOCK VICTOR KILMAN PURCHASING MANAGER 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing Manager and a clarification obtained before the bids are received, ' and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions, ` then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must r be submitted no later than five (5) calendar days prior to the opening of bids. 5 BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. r� 6.3 Marking your entire bid CONFIDENTIAUPROPRIETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. 8 CONFLICT OF INTEREST 8.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 8.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. ""' 2 t 9 CONTRACT DOCUMENTS 9.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 9.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 10 PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 11 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 11.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Purchasing Manager if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. 11.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: RON SHUFFIELD, SENIOR BUYER City of Lubbock 1625 13`h Street Lubbock, Texas 79401 Fax: (806)775- 2164 Email: rshuffield@mail.ci.lubbock.tx.us TIME AND ORDER FOR COMPLETION 12.1 The construction covered by the contract documents shall be fully completed within NINETY (90) CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 12.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 13 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 14 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 15 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve 3 the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 16 GUARANTEES 16.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or r- workmanship, at no cost to the Owner (City of Lubbock). 16.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. .- The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 16.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 16.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 17 PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 18 PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 19 TEXAS STATE SALES TAX 19.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions a of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. ,,.. 19.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. ""+ 4 20 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the '^ location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 21 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and ,tee replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 22 EXPLOSIVES 22.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 22.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 22.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 23 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 24 INSURANCE 24.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 24.2 The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractor's responsibility to provide 5 f_ 25 to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. LABOR AND WORKING HOURS 25.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. ,c 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is { approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. W.P. 25.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative �•, to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 25.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 26 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, PIS 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 y calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 27 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 28 PREPARATION FOR BID 28.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. 6 28.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 28.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 28.3.1 Bidder's name 28.3.2 Bid for (description of the project). 28.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 28.5 Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. 29 BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bond (if required). (e) Contract Agreement. ., (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. Q) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 30 QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. 31 BID AWARD x., 31.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to 'waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid based on the Total Bid Amount. 31.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 31.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be a cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 31.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 31.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the ._. same may be applicable. 31.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR ~^ GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. r"* 8 No Text BID SUBMITTAL LUMP SUM BID CONTRACT DATE: 3ROJECT NUMBER: #199-01/RS - CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY lid of � n C-'_esCo } (hereinafter called Bidder) 'o the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) _. 'entlemen: -he Bidder, in compliance with your Invitation to Bid for the construction of a CITY OF LUBBOCK MUNICIPAL 'OLISEUM STORAGE FACILITY having carefully examined the plans, specifications, instructions to bidders, notice to )idders and all other related contract documents and the site of the intended work, and being familiar with all of the -onditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract documents. MATE SERVICES: 1;, *,rt a - ii.�1L) j61n,,.wn1rj -4 L TOTAL BID: ri. (Utrx,tAsA d (Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 90 (NINETY) consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner �- as liquidated damages the sum of $0 (ZERO DOLLARS) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with .�, instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. 1 • POO Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the �., bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of E�L Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, ,., insurance certificates, and the required bond (if any) with the Owner within fifteen (15) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a Q competitive sealed bid that has been opened may not be Date: �) changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM ctu PRIOR TO BID OPENING. Ai ith ri7ed . innafi ira (Seal if Bidder is a Corporation) ,,. A EST• Ser, t ry Bidder acknowledges receipt of the following addenda: Addenda No. �_ Date Addenda No. _ Date 3-k*3- o I Addenda No. Date Addenda No. Date M/WBE Firm: P" K�Nr., (P- r_-_ ---) (Printed dr Typed Name) Com. any Glial) IS P Address L�Lv--, L—, c, Lo tiD City, County S -79 Lit State Zip Code Telephone: -7 6�),-- j Fax: <- -D".-1 T:75 P. LIST OF SUBCONTRACTORS Minority Owned Yes No W 2 ❑ ❑ 3. ❑ ❑ 4.5. ❑ ❑ �. ❑ 6' ❑ ❑ 7. ❑ ❑ 8' ❑ ❑ 9. ❑ ❑ 10. ❑ ❑ ,. 3 CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder And Attached to Bid Submittal I, the undersigned Bidder, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able to, within fifteen (15) days after being notified of such award by the City of Lubbock, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. �C�- Contr ctor (Signature) Contractor Print) CONTRACTOR'S FIRM NAME: :�Cw r,C\e C�&&S - C (Print or Type ) CONTRACTOR'S FIRM ADDRESS: �1 Ds �louis r� -i041 CP . Name of Agent/Broker: C�.�'1 X C.� C e c\ - l\6,6- Address 6Address of Agent/Broker: City/State/Zip: lh 1i 1 Agent/Broker Telephone Number: Date: `�- �—� "C) NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid/proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806) 775-2165. BID #199-01/RS - CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY 4 ' Unr*+ UNITED FIRE & CASUALTY COMPANY 118 Second Avenue SE PO Box 73909 Cedar Rapids, Iowa 52407-3909 319-399-5700 (A Stock Company) BID BOND "^ Know ALL BY THESE PRESENTS, that SAUNDERS CONSTRUCTION, INC. as Principal, hereinafter called the Principal, and the UNTIED FIRE & CASUALTY COMPANY, a corporation duly organized under the laws of the State of IOWA, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF LUBBOCK �., as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF THE GREATEST AMOUNT BID -=--------------------Dollars ($ ---------5--------, for the payment of which sum well and truly to be made, the said principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for ITB #199-01/RS CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY Now, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the ., Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another parry to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 14TH day of AUGUST A.D. ,2 0 01 . SAUDERS PONSTRUCTIO INC. (seal) rincipal) a tmess) KAY SA NDERS Gide) VICE—PRESIDENT i JI UNTIED FIRE & CASUALTY COMPANY (seal) By (witness) DEEDEE BRINKER (Attorney-in-fact) CONT 00010798 L' 'TED FIRE & CASUALTY COMPA HOME OFFICE - CEDAR RAPIDS, IOWA CERTIFIED COPY OF POWER OF ATTORNEY (Original on file at Home Office of Company - See Certification) KNOW ALL MEN BY THESE PRESENTS, That the UNITED FIRE & CASUALTY COMPANY, a corporation duly organized and existing P" under the laws of the State of Iowa, and having its principal office in Cedar Rapids, State of "Iowa, doesmake, constitute and appoint DAVID BRENHOLTZ, OR CARLA LANCE', OR EVELYN WARWICK, OR IlEE DEE BRINKER ALL INDIVIDUALLY of $802, URBANA LUBBOCK TX 79424 r- its true and lawful Attorneys)—in—Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature as follows: ANY ,AND ALL BONDS 0" and to bind UNITED FIRE & CASUALTY COMPANY thereby as fully and to the same extent as If such instruments were signed by the duly authorized officers of UNITED FIRE &CASUALTY. COMPANY and all the acts of said Attorney, pursuant .to the authority hereby given are hereby ratified and'confirmed. The Authority "hereby grantedshall expire MARCH 2 ri d 2.002 unless sooner revoked This power of Attorney is made and executed pursuant to and by authority of the following By—Law duly adopted by the Board of Directors ,of the Company on April 18, 1973. "Article V — Surety Bonds and Undertakings." Section 2, Appointment of Attorney -in -Fact. "The President or any Vice President, or any other officer of the Company, may, from time to time, appoint by written certificates attorneys -in -fact to act In behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory Instruments of like nature: The signature of any officer authorized hereby, and the Corporate seal, may be: affixed by. facsimile to any powerof attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when soused, being adopt ed by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority shall have �+ full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Vice President,'the Board of Directors or any other officer of the Company may at any time revoke all power and auihority'previously given to any attorney-in-fact. IN WITNESS WHEREOF, the. UNITED FIRE & CASUALTY COMPANY has caused these presents ,� to be signed by its assistant vice president and its corporate seal to be hereto affixed this `A- rJ3ftk24'� 2nd day of MARCH ,A'.D. 2000 ° COlTOtA1E SIAL` UNITED FIRE & S TY COMPANY I� a QBy Assistant Vice resident State of Iowa, County of `Linn, ss: On this 2rid day 'of MARC�i 2000, before me personally came JEFFREY A CHAPIN me my sworn, did depose and say: that he resides in Cedar Rapids: State of Iowa- that he is an to me known :who being by Assistant Vice President, of the. UNITED FIRE & CASUALTY COMPANY, the corporation described in, and which- executed the `above instrument; that he knows the seal.* of said corp:oratlon; that the seal affixed to the said ;instrument is .`suchcorporated seal; that it was so affixed_ pursuant to authority given by the Board of Directors of said corporation and that he signed his a.ws name thereto pursuant to like authority, and acknowledges same: to 6e the act and. deedof said corporation, de i SHERYL.MC�VAY Notary he C 1i11f CONpu11SSKMY EXPIRp "�• March 4,2003`> :My commission -expires MARCH 4,2003 .d•CERTIFICATION I, theundersigned officer of the UNITED FIRE & CASUALTY COMPANY, do hereby certify that I have compared the foregoing Copy of the Power of Attorney and affidavit, and the .copy of the Section of the By—Laws of said. Company as set forth in said ., Power of Attorney, with the ORIGINALS ON FILE IN THE ROME OFFICE OF SAID COMPANY acrd that:; the same are: correct transcripts thereof, and of the whole of. the said originals, and that the said Power of Attorney has not been revoked and is now in full force and. effect tn-ft ,�r�� In testimony whereof I have hereunto subcribed my.name and affixed a corporate seal of the said Company this 14 TH day of AUGUST 2661 'e SIAL �Wu,rrn�` tary AUI-13-01 09:36an From -CITY OF LUBBOCK-PURCHASING City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1825 13TH STREET LUBBOCK, TEYAS 79401 PH: (8016)775-2167 PAX:(806)775-2164 http://purchesing.0i.lubbock.tx.us 8067762164 T-542 P 01/02 F -i42 ITB #199.01/RS, Addendum #1 ADDENDUM #1 ITB #199-a1/RS City of Lubbock Municipal Coliseum Storage Facility MAILED TO VENDOR: August 13, 2001 OLD CLOSE DATE: August 14,2001 Q 3:00 P. M. NEW CLOSE SATE: August 29, 20010 4:00 P. M. The following items take precedence over specifications for the above named Invitation to Did (ITS). Where any item called for in the IT8 documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. The closing date for this bid has been changed from August 14, 2001 at 3:00 p. m. to the new closing date of August 21, 2001 at 4.00 p. m. 2. The continuous turndown footing at the building perimeter may be constructed in twa seetians consisting of 12" deep X 18" wide continuous spread footing reinforced with three ##5% continuous with #3 ties at 36" o.c. The building slab with a turndown to the top of the spread footing can be installed at a later time. 3. No soil information was provided for this project. The contractor shall provide a minimum of 1 bearing tests (one at the center of each perimeter wail) at the bottom of the footing to verify bearing capacity as noted on the drawings. The test shall be performed with a soil test peneprometer CL700A by a qualified testing lab. A copy of the results are to be sent to the Owner and Architect for approval prior to the laying of reinforcement. 4. Please find enclosed the site location for the Irrigation system. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806)775-2164 or Email to: RS"Meld@rriail.r,!.Iubbock.tx.us ATHAYou, CITY OF LUBBOCK Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. 198 01/R9add1 AUI-13-01 C9:36an From -CITY OF LUBBOCK-PURCHASING 606TT52164 T-642 P.02/02 F-142 POP UP HUP-1 RFASS ' 0 fw UPM1 -ewcUs 0 For IJP STXOM Oi1MEA r QUICK C�oUPL.�R �} 1~XiS71N� �� MEi�R EEI rorrr'>pau.� Addendum Number PROJECT: Municipal. Coliseum Storage Facility City of Lubbock Lubbock, Texas PROJECT nQ: 898-01 m nTp M. 199 -L'1/9 LOr_ATIOR: Lubbock, Texas ARCHITECT: Cox/Dirks, Architects, PC 1710 15th Street Lubbock, Texaa '10401 Telephone (806)762-1226 Fax (806) 762-1257 TMTF: August 03, 2001 OWN Al.l bidders are _ asked to- note the following changes, additions, omissions, and/or carrectiona to the original bidding documents, Instruc Boris i:,iistted in this Addendum are a part of the contract, and bidders are asked to adjust their proposal accordingly. Please acknowledge all Addenda on your proposal: Item #1 The c ontinuou:� Wrnd,;awn footing at the building perimeter maty be ccrt:tructed in Lwo sections consisting of 12" deep X 1S" wide continuous, apread£oot.ing reinforced with thrae #5's cantinuoua with #3 ties at 36" a. c. Vertical bars ate to ba imbedded into Lhe spread fooling at 36" o.c. The building slab with a �^* turndown Lo the Lop of the spread footing can be installed at a later time. Item #2 No soil information was provided for th.L: project. The contractor ;:Aia.tt provido a minimum of I bearing tests (one at tho <,entor of reach porimetor wall) at the bottom of the footing Lo vorify roaring capacity as notod on tho drawi.ngo. Tho toot .� ohal t be per. Formed with a soil teat ponopromotor Cr,700h by a qu aT, i,.f i.Hd to ---sting L,.kb. A copy of the result -3 are to be :sent to the owner and Ar.chi.t.oct for approval pr•iar to the laying of reinforcement. COXMIRKS ARCUITECT;;, PC: rage 1 of I Z9d Adb2:2 T00Z 60'6nd 9ZZT E94 909 i oIJ 3NOHd Od 'S-Od1IHOtId S:ibIQiXOO : woad Aug -14-01 07:49am From -CITY OF LUBBOCK-PURCHASING P" City of Lubbock PURCHASING DEPARTMENT ROOM X04, MUNICIPAL BUILDING 1625 13TH STREET LUBBOCK, TEXAS 72401 PH: (805)775-2167 FAX:(808)775-2164 httpJlpurchesing.cl.lubbock.bc.us s■* MAILED TO VENDOR: CLOSE DATE: 6067762164 T-641 P.01/0l F -':le ITS *19641/RS. Addendum #2 ADDENDUM #2 ITB #199-01 AS City of Lubbock Municipal Coliseum Storage Facility August 13, 2001 August 21, 2001 @ 4:00 P. M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITS documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Change the electrical feeder wire size to the new panel from #410 to #4. Reference riser diagram on sheat 1 of 3. All requests for additional information or clarification must be submitted in writing and directed to: Ron Shuffield, Senior Buyer City of Lubbock P.O, Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806)775.2164 or Email to: RShuf ieldQmail.ci.lubbock.tx.us 199.01. *5add2 THANK YOU, COY OF L OCK ff Ron Shu geld Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. C4X/UIE�K�' ARPHTTRCTS, PC Z0d AbTS:6 TOW RT -SntH 9ZZT ZSL 908 T : 'ON a10Hd Mage t of _L Od 'S_0S1IHOMO SM iQ/X00 : WO.IJ Addendum_ Plumber _ 2 PILO) CT: Municipal Coliseum :3torage Facility City of Lubbock Lubbock, Texas PROJRCT NO: 398 01 q ITB nTn NO: 199 01/now LOCATION: Lubbock, Texas a ARCUTTECT; COX/Dirk,, Architects, PC 1.710 15th :1treet Lubbock, Texas 79401 Telephone (806)762 1126 Fax ( 306) 762--1257 DATE: August 13, 2001 All bidders are asked to note the following changes, additions, omissions, and/or corrections to the original bidding documents. Instructions issued in thiii Addendum Etre a part of the contract, and bidders are asked to adjust their propo5ai accordingly. Please acknowledge all Addenda .ori your proposal: Item #1 Change s hn n l.ni- .r•i nnl. feeder wire size to the new panH1 from #4/0 to #4. Reference riser diag.rum on *heat 1 of 3, C4X/UIE�K�' ARPHTTRCTS, PC Z0d AbTS:6 TOW RT -SntH 9ZZT ZSL 908 T : 'ON a10Hd Mage t of _L Od 'S_0S1IHOMO SM iQ/X00 : WO.IJ BOND CHECK BEST RATING LICENSED TEXAS �!� GATE 2 GY .L� z ..� PAYMENT BOND �w rte+ BOND NO. 54-123448 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) KNOW ALL MEN BY THESE PRESENTS, that SAUNDERS CONSTRUCTION, (h;Mr after called the Principal(s), as Principal(s), and UNITED FIRE & CASUALTY COMPANY (hereinafter called the Sure VhftS�rNe ( e� �nggl7 , Tnd unto the City of Lubbock (hereinafter called the Obligee), in the amount of pin_(���---- Dollars ($41, 0 2 5 . 0-0) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, G executors, successors and assigns, jointly and severally, firmly by these presents. P" WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 13TH1ay of SEPTEMBER , 2001 , to BID #199-01/RS CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION 1S SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 17TH day of SEPTEMBER 20 01 . UNITED FIRE & CASUALTY COMPANY SAUNDERS CONSTRUCTION., INC. Surety (Company Name) By:_ Lu" By: DEEDEE BRINKER (Title) ATTORNEY-IN-FACT (A(ps r' ted Na e) KAY SAUNDERS atre VICE-PRESIDENT (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designatesDEEDEE BRINKER an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. UNITED FIRE & CASUALTY COMPANY Surety By: i (Title) DEEDEE BRINKER Approved as to form: City of Lubbock By: ' Cily Attorney Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 2 IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may call United Fire & Casualty Company's toll-free telephone number for information or to make a complaint at: 800-343-9130 You may also write to United Fire & Casualty Company at: United Fire & Casualty Company Attn: Bond Department P.O. Box 73909 Cedar Rapids, IA 52407-3909 -or street address - United Fire & Casualty Company Attn: Bond Department 118 2nd Avenue SE Cedar Rapids, IA 52401 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253.48, Government Code, and Section 53.202, Property Code, effective September 1, 2001. No Text PM sem+ r� CERTIFICATE OF INSURANCE son CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK P.O. BOX 2000 DATE: 9/20/01 LUBBOCK, TX 79457 Saunders Construction, Inc. TYPE OF PROJECT: ,.�4405 Clovis Road Municipal Colliseum Storage THIS IS TO CERTIFY THAT Lubbock TX 79405 (Name and Addres of the date of this certificate, insured by this Company with respect to the business operations herei after described,dfo the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. I YPE OF INSURANCE GENERAL LIABILITY Commercial General Liability Claims Made % Occurrence Owner's & Contrnntnm P—+., B Any Auto All Owned Autos Scheduled Autos S X—: Hired Autos _Non -Owned Autos Any Auto �C BUILDER'S RISK % 100% of the Total Contract INSTALLATION FLOATER EXCESS LIABILITY Umbrella Form = Other Than Umbrella Form ���•"_Q vmrtlVJAI7ONAND EMPLOYERS' LIABILITY The Proprietor/ k Partners/Executive – Included Officers are: Excluded Shelby Saunders Include( 1Cav aundert Included OTHER P" City of Lubbock Subrogation on n_I is showr n r POLICY NUMBER EFFECTIVE EFFECT 1) DATE DATE GL000052749 4/25/01 4/25/02 040CP000276 9/25/01 1/01/02 TX000013566 1 4/25/01 14/25/02 CRR696081 6995376 9/25/01 1 9/25/02 6/4/01 1 6/4/02 General Aggregates 000,000. Products-Comp/Op AGG SS Personal & Adv. Injury 5 Each Occurrence S Fire Damage (Anyone Fire) 1110;000. Med Exp (Any one Person) 53,000. Combined Single Limit S 1 , 000, 000. Bodily Injury (Per Person) S Bodily Injury (Per Accident) Property Damage S Auto Only - Each Accident S Other than Auto Only: Each Accident s Aggregate s s 41,025. S_ 41, 021; - Each Occurrence s Aggregate s S Statutory Limits Each Accident s500 000. Disease Policy Limit s Disease -Each Employee s additional insured on G.L., O.C.P., and Auto with Waiver of Auto, and Workers rmmn The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or ^" canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE Commerce &Industry/Rise MUST BE SENT TO THE CITY OF LUBBOCK Oklahoma Surety ame o Insurer) MMid-Conti ent.Casualty Commercial union By Title: ..., i r r A CONTRACTOR SHALL: CONTRACTOR CHECKLIST (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; ., (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and w (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) s retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 -point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: "." 2 REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the - legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and Q (8) contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; �. (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and r- (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; .-+ (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. 3 ME:;Q . CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK_ _ .� THIS AGREEMENT, made and entered into this 13th day of September, 2001 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Saunders Construction. Inc. of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. r*� WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID #199-01/RS - CITY OF LUBBOCK MUNICIPAL COLISEUM STORAGE FACILITY - $41,025.00 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. ATTEST: Sec etary U APPROVED AS TO CQNTENT: Owner's R-,%esentative !� APPROVED AS TO FORM: City Attorney CITY BBOCK, TEXA (OWNE ) By: MAYOR CONTRACTOR:A f Z-1 n4fo A�o "Y: PRINTED NAME: TITLE:yNIG Thq� tdM4-- COMPLETE ADDRESS: Saunders Construction, Inc. 4405 Clovis Road Lubbock, Texas 79416 No Text otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. r•M All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED r The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE �^^* The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, s Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but ` such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades �-+ will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. PRESENTATIVE'S AUTHORITY AND DUTY 14. OWNER'S RE Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) ..,� 2 calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examinationof the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 3 ASR 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such r structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. k 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 0^ The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at - any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the 7111 time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform'such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 4 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. .; If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already d imaterial already used, and urnis ed or used in said work, then the Owner shall recompense the Contractor for any material expenses incurred in preparation for the work as originally planned. .*. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative tlabe done sspecificationsby the �ont act dopuments and not covered alteration or addition to the work as shown on the p and or by Contractor's bid, except as provided under Changes and Alterations herein. .a., It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph ..� shall apply and the actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the ch accounts owner or fOwner's the Re field cost se, or be by them agreed to. Owner's Representative may direct the rin 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 beincorporated tshallcovercovee andtcompen tra work ensate Condtract h forfttseprofit percent (15%) of the actual field cost to be paid to Con overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office - must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." + 5 APW sem+ No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive "! compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C)(1). if Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS A It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give 3 reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment -* and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, #"l 6 61 28 are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver.. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance 0-t protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. The insurance certificates furnished shall name the City of Lubbock as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. General Liability Insurance ., The contractor shall have Comprehensive General Liability Insurance with limits of $500.000.00 r Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's and Contractor's Protective Liability Insurance. For bodily injuries, including accidental death and or property damage, $500,000.00 Combined Single Limit. This policy shall be submitted prior to contract execution. °r C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500,000.00 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. The City is to be named as an additional insured on this policy for this specific job PW 7 and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance/Installation Floater Insurance. The Contractor shall obtain a Builder's Risk policy in the amount of 100% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of mon all contracts with coverage _ to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000.00. 1. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project- includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to w provide services on the project. "Services" include, without limitation, providing, hauling, or - delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and ,r-. 8 r•r Eli (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7 8. 4 The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. r10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self -Insurance s�+ 9 Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence 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. (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; ,�:: 10 (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the'form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of .� any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; c provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; ,�:: 10 (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be - the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 512/440-3789 to receive ., information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage;" and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all *'* coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, - civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and 11 (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i) -(viii), with the certificate of coverage to be provided to the person for whom they are providing services. r� 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAIN, -3 I ULAINIJ yr Z uUMUvw I MHV i vrT,a, I - Without limiting, in any way; manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five ., (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. r 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 12 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the .-a Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this n contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration_ for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $0 (ZERO DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall r-� be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that 13 when the Owner is having other work done, either by contract or by its own force, the Owner's Representative k done under this contract so that conflicts will be avoided and may direct the time and manner of constructing wor the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except ,-� where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and 14 P employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. I 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS !* No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application - for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be ?^ retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT 15 The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final n, completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or POW warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's _ Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the 'amount withheld payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of theContractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. �. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the 16 written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said -' Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to 17 0*4 the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in res this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the r-- project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. ` 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus 18 materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the - City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and poll provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, ,., disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. '"" 19 CURRENT WAGE DETERMINATIONS RE: RESOLUTION NO. 6262, ITEM NO. 39, APRIL 8, 1999 EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Hourly Rate -s Acoustical Ceiling Installer 11.50 Air Conditioner Installer 12.50 Air Conditioner Installer -Helper 6.25 Asbestos Worker 9.00 Asbestos Supervisor 12.50 Bricklayer 12.50 Bricklayer -Helper 7.00 x _ Carpenter 11.00 Carpenter -Helper 7.00 Cement Finisher 8.00 Drywall Hanger 11.00 Electrician 13.75 Electrician -Helper 7.00 .• Equipment Operator -Heavy 9.50 Equipment Operator -Light 8.50 Floor Installer 9.50 Glazier 10.50 Insulator-Piping/Boiler 11.50 Insulator -Helper 7.00 Iron Worker 11.00 Laborer -General 6.00 Mortar Mixer 6.00 Painter 9.50 Plumber 12.50 Plumber -Helper 7.00 r .. Roofer 9.00 Roofer -Helper 7.00 ., Sheet Metal Worker 10.00 Sheet Metal Worker -Helper 7.00 Welder -Certified 11.00 rte+ r� r� EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 9.00 Asphalt Shoveler 6.00 Concrete Finisher 8.00 Concrete Finisher -Helper 7.00 Electrician 12.00 Flagger 6.00 Form Setter 7.00 Form Setter -Helper 6.25 Laborer -General 6.00 Laborer -Utility 6.75 Mechanic 8.00 Mechanic -Helper 7.00 Power Equipment Operators Asphalt Paving Machine 7.75 Bulldozer 8.00 s Concrete Paving Machine 7.75 Front End Loader 7.25 Heavy Equipment Operator 8.00 Light Equipment Operator 7.25 Motor Grader Operator 9.50 Roller 6.75 Scraper 7.25 Tractor 7.25 Truck Driver -Light 6.50 Truck Driver -Heavy 7.00 r-, 2 EXHIBIT C Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT D Prevailing Wage Rates t Legal Holiday Rate The rate for legal holidays shall be as required by the fair Labor Standards Act. 3 SPECIFICATIONS SPECIFICATIONS PROJECT NO. 90109 MUNICIPAL COLISEUM STORAGE FACILITY FOR THE CITY OF LUBBOCK LUBBOCK, TEXAS DATE: 6/19/01 Ilox :El SET NO. ARCHITECTS PC AMERICAN INSTITUTE OF ARCHITECTS 1710 15TH STREET LUBBOCK, TEXAS 79401 TEL 806/762-1226 FAX 806/762-1257 DIVISION 4 - MASONRY NOT APPLICABLE DIVISION 5 - METALS NOT APPLICABLE NOT APPLICABLE NOT •• NOT • ION 9 - FINISH NOT APPLICABLE DTVTSTON 10 S R .TA .TT ,S NOT APPLICABLE DIVISION 11 - ROUTPMENT NOT APPLICABLE nTlTTQTr%W 1 7 - VTTDTTTQTJTWtnV "m NOT APPLICABLE DIVISION 13 - SPECIAL. CONSTRUCTION 13125 METAL BUILDING SYSTEMS DIVTSTON 14 - CONVRYTNG SYSTEMS r� NOT APPLICABLE D VTsTON 1 - MECHANICAL NOT APPLICABLE DIVISION 16 - EL.ECTRTCAL. 16110 ELECTRICAL 1 OF 1 TABLE OF CONTENTS NOTE: These documents have been arranged in accordance with the CSI Format for Construction Specifications. t*+ DTVTSTON I - GFNRRAL RVQ JTR .MRNTS 01005 SUMMARY, ALTERNATES ALLOWANCES 01045 CUTTING AND PATCHING 01100 PROJECT PROCEDURES 01300 SUBMITTALS 01500 TEMPORARY FACILITIES, r 01600 PRODUCTS AND SUBSTITUTIONS 01700 CONTRACT CLOSEOUT �r DTVTSTON 2 - STTEWORK 02230 SITE CLEARING 02300 EARTHWORK 02315 UNDERGROUND IRRIGATION 02900 LANDSCAPE WORK DIVISION 3 - CONCRETE 03301 CAST -IN-PLACE CONCRETE DIVISION 4 - MASONRY NOT APPLICABLE DIVISION 5 - METALS NOT APPLICABLE NOT APPLICABLE NOT •• NOT • ION 9 - FINISH NOT APPLICABLE DTVTSTON 10 S R .TA .TT ,S NOT APPLICABLE DIVISION 11 - ROUTPMENT NOT APPLICABLE nTlTTQTr%W 1 7 - VTTDTTTQTJTWtnV "m NOT APPLICABLE DIVISION 13 - SPECIAL. CONSTRUCTION 13125 METAL BUILDING SYSTEMS DIVTSTON 14 - CONVRYTNG SYSTEMS r� NOT APPLICABLE D VTsTON 1 - MECHANICAL NOT APPLICABLE DIVISION 16 - EL.ECTRTCAL. 16110 ELECTRICAL 1 OF 1 I Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to work of this section. PROJECT/WORK TDENTTFIQATION 'General Name of project is " Municipal Coliseum Storage Facility for the City of Lubbock , Lubbock, Texas", on contract documents by the Architect Cox/D '' ` t PC 1'10-1�L-1 Street, Lubbock,^' irks - ATCuI�eC S 5th u reet, LubbockTexas. Contract Documents indicate the work of Contract, and related provisions of project which may include but are not necessarily limited to the following: Existing site conditions and restrictions. Other work to be performed concurrently by Owner. Summary by References: The work of the Contract can be summarized by reference to the Contract , General ai �"onditlons , Suppleimientar y CoildltiOliS , .cipeCif.L L-L.on Sc^Ctly^T'iS as listed in tree "Index Of Specification Sections" bound herewith, drawings, Bidders Proposal form, addenda and modifications to the contract document issued Subsequent to the in printing of this project manual, and including but not necessarily limited to printed matter referenced by any of these. It is recognized that work of Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside the contract documents. Required Bid Performance and Material Bonds are :.ailed for on the Bidders Proposal form. COORDINATION General: The work of this Contract includes coordination of entire work of project, including preparation of general coordination drawings/diagrams/schedules, and control of site utilization; from the ., beginning of activity, through the project close-out and warranty periods. Alterations: Where applicable, requirements of contract documents apply for alterations work in same manner as for new work. Refer to Drawings fcr Specific requirements of alteration work. BUILDING TYPE General: The building. has been designed and Contract Documents prepared With the intention that the resulting work will comply with the 1997 Uniform Building Code. Occupancy Group: S-1 Building Type: II -N The Contractor and Subcontractor shall adhere to all code regulations of the Uniform Building Code and local or amended code requirements of local e IJ -01 "'""' SUMMnRY , ALTERNATES, ALLOk'ANCES 01005 - 1 sg= nN 01045 - CUTTTNG AND PATCHING PART 1 - GENERAL SUMMAR]L ** Provide cutting and patching work to properly complete the work of the project, complying with requirements for: Structural work. Mechanical/electrical systems. .� Visual requirements, including detailing and tolerances. k_ Operational and safety limitations. Fire resistance ratings. Inspection, preparation, and performance. Cleaning. Do not CLlt and patch h lrl a moa^frier that would result in ca failure of the work to perform as intended, decreased energy performance, increased miainterlarlCe, decreased operational ilfe, or decreased Safety. PART " - PRODUCTS MATERTAT,S tlatclI etiistzrlg L, _L L l.or cu L.L_.L and paL.cllirag worl� wi�rl r1eW ma..erials conforming to project requirements. DART 3 _ EXECUTTO INSTALLATION . Inspect conditions prior to work to identify scope and type of work required. Protect adjacent work. Notify Owner of work requiring z rite rr uptiarl to building ser`v ices or Owner's operat Lons . Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval. Cutting: Use cutting tools, not chopping tools. Make neat hales. Minimize damage to adjacent work. Check for concealed utilities and structure before cutting. Patching: rake patches, seams, arld jcirlts durable and inconspicuous. Comply with tolerances for new work. Clears work area and areas affected by cutting and patching operations. UnU_Q1 '"'" CUTTING AND PATCHING 010A5 - 1 SRCTTON 01100 - PROJECT PRocRnuRES PART 1 - GENERAL, SUMMARY •-+ Provide coordination of work. Supervisory personnel. Preconstruction conference. Submit daily and special reports. Prepare submittal schedule; coordinate with progress schedule. Submit Schedule of values. Perform surveys: a.w Laying out the work and verifying iocatloiaS duriiiC, CvliStruCtivTi. Submit and post a list of emergency telephone numbers and address for indlvldLialS t0 be cont 4- in case of emergency. Submit record drawings and SpBCifications; to be mama LiiEd and annotated by Contractor as worn progresses. Perform quality control during installation. Clean and protect the work. F PART G - PRODUCTS - Not Applicable To This Section .-. DART ? - EXECUTTON _ Not Applicable To This SeCtiCn 090-01 MR PP.OJECT PP.00EDLRES 01100 - 1 Provide types of submittals listed in individual sections and number of copies required. Owl Shop drawings, reviewed and annotated by the Contractor - five %5; blackline prints. Product data - 4 copies. Samples - 2, plus extra samples as required to indicate range of color, finish, and texture to be expected. Mock -Lips - as required in the individual sections. Inspection and test reports - 4 copies. warranties - 4 Copies. Closeout submittals - 4 copies. Comply with project format for submittals. Provide required resubmittals if original submittals are not approved. a mold i f Provide �1S+�rb11.iLi/.lOia of approved copies including ii�ouicalk: ions after submittals have been approved. Samples and shop drawings shall be prepared specifically for this prOj2Ct. Shop drawings shall ir.CJ. dimensions and details, including adjacent CGrlStruCtion and related work. Note special cGord..LnatlGn required. Note any deviations from requirements of the Contract Documents. Provide warranties as specified; warranties shall not limit length of Mux' + � F .� F /'1 i- Warranties ��me mor remeuy o� damages owner may have by legal sta�ute. t�arran�ies shall be Signed by contractor, supplier or installer responsible for performance of warranty. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section 898-01 OTToj,, TTTALc N V L) 1 1 1 L'1 w7- V 1 J 1 SECTION 01300 - SUPMTTTALS PART 1 - GENERAL SUMMARY Provide types of submittals listed in individual sections and number of copies required. Owl Shop drawings, reviewed and annotated by the Contractor - five %5; blackline prints. Product data - 4 copies. Samples - 2, plus extra samples as required to indicate range of color, finish, and texture to be expected. Mock -Lips - as required in the individual sections. Inspection and test reports - 4 copies. warranties - 4 Copies. Closeout submittals - 4 copies. Comply with project format for submittals. Provide required resubmittals if original submittals are not approved. a mold i f Provide �1S+�rb11.iLi/.lOia of approved copies including ii�ouicalk: ions after submittals have been approved. Samples and shop drawings shall be prepared specifically for this prOj2Ct. Shop drawings shall ir.CJ. dimensions and details, including adjacent CGrlStruCtion and related work. Note special cGord..LnatlGn required. Note any deviations from requirements of the Contract Documents. Provide warranties as specified; warranties shall not limit length of Mux' + � F .� F /'1 i- Warranties ��me mor remeuy o� damages owner may have by legal sta�ute. t�arran�ies shall be Signed by contractor, supplier or installer responsible for performance of warranty. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section 898-01 OTToj,, TTTALc N V L) 1 1 1 L'1 w7- V 1 J 1 SECTION 01500 - TEM \)27 FACILITIES PART 1 - (",FNFRAL SUMMARY 4 -48 utilities, j� 4 eS temporary services and 4 Prov_L" Mclu"ding utility costs: TVYT a 4 Eer (@o/able and non-pot'ablell - from existing hose bibbs. Light-ing and power from exist4V_U41 ding L J.� _L n g Services. C o o r d i n a a with owner . 'Telephone. Toilet facilities. Materials storage. TP r 0 V 4 4 e construction facilities 4 nc'u"A.4ng utility L L -i'Jty cos— Construction equipment. Dewatering and pumping. EnClosure. T.Teat r - qi,t ProvideSeCU-4 .-L---1-y andl protection requirements: extInguisliers. I,re '711 - S-te enclosure -Pence, barricades, warning signs, and ILJL lit s D u i I '-A' ing enclosure andi lock -Q2. - Env 4 .Lronmnental pro+Cectio2. Zest c. ,,D n t r o i . L S "no -V'4 , an'A -' - ce remova I l±app licajble Pr_-v_r_'n_ personnel su;Dportl IaC414-jeS: Sanitary facilities. nr4 �nlll,ling wa'�_er. ean andL t 11 -rasl- reimoval PART 'PRn-MlT(,Tq - Not Applicable. To This 'SeC--t-irort EXECUTION got 1 c ah I e mC) 1111, 4 S Section _Tol J7'pp A WM, p I r T T7, r) ,1500 wry SECTION 01 600 - PRODUCTS AND S RSTTTIITIONS PART 1 - GENERAL SUMMARY Provide products from one manufacturer for each type or kind as applicable. Provide secondary materials as recommended by manufacturers of primary materials. Provide products selected or approved equal. Products submitted for substitution, shall be submitted with acceptable documentation, and include costs of substitution including related work. Request for substitution must be in writing. Conditions for substitution, include: An 'or equal' phrase in the specifications. Specified material cannot be coordinated with other work. Specified material is not acceptable to authorities having jurisdiction. Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration. Substitutions shall be submitted prior to award of contract, unless otherwise acceptable. Approval of shop drawings, product data, or samples is not a substitution approval Unless clearly presented as a substitution at the time of submittal. PART 2 - PR.DUaTc - Not Applicable To This Section PART 3 - EY UT10H - Not Applicable To This Section, 898-01 PRODUCTS AND SUBSTITUTIONS 01600 - 1 SECTION 0170Q - CONTRACT CT OSP011- PART GENERAL SUMMARY rw The following are prerequisites to substantial completion. Provide the following: Punch list. Supporting documentation. Warranties. Certifications. *' Occupancy permit. Start-up and testing of building systems. Change over of locks. Provide the following prerequisites to final acceptance: Final payment request with supporting affidavits. m Completed punch list. Provide the following closeout procedures: Submission of record documents. Final cleaning and touch-up. Removal of temporary facilities. PART 2 - PRaD rTA * r SectionNot Applicable To PART 3 - EXPCUTION _ Not Applicable To This Section e*u JIM 538-01 CONTRACT CLOSEOUT 01700 - 1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work specified in this section. This section includes the following: Protecting existing trees and vegetation to remain. Topsoil stripping. Asphalt paving curb and sidewalk removal as shown and required. Removing above grade site improvements. Protection of underground improvements. Existing trees and sprinkler system to be reworked by the contractor. Related Sections include the following: Division 1 Section "Construction Facilities and Temporary Controls" for temporary utilities, temporary construction and support facilities temporary security and protection facilities, and environmental protection measures during site operations. Division 2 Section "Selective Demolition" for partial demolition of buildings or structures undergoing alterations. Division 2 Section "Earthwork" for soil materials, excavating, backfilling, and site grading. MATERIALS OWNERSHIP Except for materials indicated to be stockpiled or to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from the site. �.., PROJECT C.ONDITTONS Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from Owner and authorities having jurisdiction. r; PART 2 - PRODUCTS Not applicable to this section. PART 3 EXECUTION SOTT. MATFRTALS Satisfactory Soil Materials: Requirements for satisfactory soil 898-01 rR SITE CLEARING 02230 - 1 SECTTON 02230 - STTE .T,EARTNG ' PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work specified in this section. This section includes the following: Protecting existing trees and vegetation to remain. Topsoil stripping. Asphalt paving curb and sidewalk removal as shown and required. Removing above grade site improvements. Protection of underground improvements. Existing trees and sprinkler system to be reworked by the contractor. Related Sections include the following: Division 1 Section "Construction Facilities and Temporary Controls" for temporary utilities, temporary construction and support facilities temporary security and protection facilities, and environmental protection measures during site operations. Division 2 Section "Selective Demolition" for partial demolition of buildings or structures undergoing alterations. Division 2 Section "Earthwork" for soil materials, excavating, backfilling, and site grading. MATERIALS OWNERSHIP Except for materials indicated to be stockpiled or to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from the site. �.., PROJECT C.ONDITTONS Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from Owner and authorities having jurisdiction. r; PART 2 - PRODUCTS Not applicable to this section. PART 3 EXECUTION SOTT. MATFRTALS Satisfactory Soil Materials: Requirements for satisfactory soil 898-01 rR SITE CLEARING 02230 - 1 SECTTON 02230 - SITE C RARTNG, CONT materials are specified in Division 2 Section "Earthwork." Provide erosion -control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. TRE. PROTECTTON Erect and maintain a temporary fence around drip line of individual trees or around perimeter drip line of groups of trees to remain. Remove fence when construction is complete. Do not store construction materials, debris, or excavated material within drip line of remaining trees. Do not permit vehicles, equipment, or foot traffic within drip line of remaining trees. Where excavation for new construction is required within drip line of trees, hand clear and excavate to minimize damage to root systems. Use narrow -tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible. Repair or replace trees and vegetation indicated to remain are damaged by construction operations, in a manner acceptable to Architect. Replace trees that cannot be repaired and restored to full -growth status, as determined by the qualified arborist. General: Indicated locations are approximate; determine exact locations before commencing Work. Locate, identify disconnect, and seal or cap off utilities indicated to be removed. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Verify exact location of underground utilities and sprinkler system prior to the start of construction. Coordinate with the owner and utility company the relocation of all lines. Notify Architect not less than two days in advance of proposed utility interruptions. Do not proceed with utility interruptions without Architect's written permission. 898-01 SITE CLEARING 02230 - 2 In �F TTnN 0���0 �TTF CL ARTN=, CONT oTmcrr.FAR?NG grass and other vegetation, and other General: Remove obstructions, improvements, or obstructions as required interfering with installation of new construction. Paving subbase is to remain and reworked to new grades. tation indicated to remain or Do not remove trees, shrubs and other vege to be relocated. to a Completely remove stumps, roots, obstructions, and debris extending depth of 18 inches below exposed subgrade. trees. Use only hand methods for grubbing within drip line of remaining Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation earthwork is on= or indicated. Flare fill material in horizontal layers not exceeding 6 inch loose depth, and compact each layer to a �'5% density equal to adjacent original ground. mynonTr �=TT�TFFTNG mound in Topsoil: Tcpscil is defi4i ncthahcas eslabSatisfactory topsoil isso' reasonable a depth of not lessclay tlumps, stones, and other objects over free of subsoil, yri diameter, and without weeds, roots, and other objectionable materia grass to Soil. Remove sod and before stripping P" in a Strip topsoil to whatever depths encountered (but not less or't}other manner to prevent intermingling with underlying cbjectional material. Remove heavy growths of grass from areas before stripping. b' tcp"cil including trash, debris, Strip surface soil of unsui a le a , weeds, roots, and other waste materials. r T m 111 DP.OVEM •NT_S mprovements: Remove existing above -grade and below -grade Removal of Id as necessary to facilitate new improvements as indicated an construction. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. Unless exiting full -depth i sting oints ng pave ente to remaiith n befoof remremov�ng neatly saw_ cut length of existing pavement. Saw -cut faces vertically. r conduits Abandonment or removal cdrawings,tain �na dls pe includ d under awork shown on mechanical or electrical5Sections. Removing abandoned of Related Division 15 and 16 with construction is underground piping or conduit interfering 80,8-01 SITE CLEARING 02230 - 3 iS'RC".TTnrj Q7j�n _ STTF r''r nflrw C included under this Section. DISPOSAL QF L--'TA�'"TRL MATFDT rr S Burning on Owner's Property: Property, Burring is not permitted on Owner's Remeval from Owner's Property: topsoilP Y: Remove surplus soil material, unsuitable including obstructions ash anddebrsmolished materials and -"Legallyand waste materials, Property. dispose of them Off Owner 090-01 SITE CLEARING 02230 - 4 POW SECTION 02200 - EARTHWORK PART 1 - GEN RE .AT .D .RA ' DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This section includes the following: Preparing and Grading subgrades for slabs -on -grade, walks, pavements, ramps and landscaping. Excavating and backfilling for buildings and structures. Base course for concrete walks and pavements. Excavating and Backfilling for Mechanical/Electrical Work: Provisions of this section shall apply to Divisions 15 and 16 sections for excavation and backfill required in conjunction with underground mechanical and electrical utilities and buried mechanical and electrical appurtenances. Comply with all requirements of Environmental Protection Agency 'Storm Water Prevention Protection'. Related Sections: The following Sections contain requirements that relate to this Section: Division 2 Section "Site Clearing" for site stripping, grubbing, removing topsoil, and protecting trees to remain. Division 3 Section "Cast -In -Place Concrete" for concrete work, walks, and ramps. Division 15 and 16 Sections for excavating and backfilling buried mechanical electrical utilities and buried utility structures. ..,, DEFINITIONS Backfill: Soil materials used to fill an excavation. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. Final Backfill: Backfill placed over initial backfill to fill a trench. Borrow: Satisfactory soil imported from off-site for use as fill or backfill when sufficient approved soil material is not available from excavations. Excavation consists of the removal of material encountered to subgrade elevations and the reuse or disposal of materials removed. Additional Excavation: Excavation below subgrade elevations as directed by Architect. Additional excavation and replacement material 838-01 Ow EARTHWORK 02300 - 1 will be paid for according to Contract provisions for changes in the Work. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or beyond indicated dimensions without direction by the Architect. Unauthorized excavation, as well as remedial work directed by the Architect, shall be at the Contractor's expense. - Fill: Soil materials used to raise existing grades. Structures: Buildings, footings, foundations, slabs, ramps, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below ground surface. Base Course: The layer placed between the subgrade and a concrete pavement or walk. Subgrade: Surface of elevation remaining after completing excavation or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within building lines. QUALITY ASSURANCE Codes and Standards: Perform earthwork complying with requirements of authorities having jurisdiction. Testing and Inspection Service: The contractor will employ a qualified independent geotechnical engineering testing agency to classify proposed on-site and borrow soil to verify that soils comply with specified requirements and to perform required field and laboratory testing. Existing Utilities: Locate existing underground utilities in areas of excavation work. If utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations. Sr �ould uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult owner immediately for directions. Do not interrupt existing utilities serving facilities. Contact utility -locator service for area where Project is located before excavating. PART 2 - PRODUCTS KOJOWMWOMOVAM General: Provide approved borrow soil materials from off-site when sufficient satisfactory soil materials are not available from excavations. S9B-01 EARTHWORK 02300 - 2 RECTION 02300 - EARTHWORK CONT. Satisfactory Soil materials for paving base are defined as those complying with American Association of State Highway and Transportation Officials (AASHTO) M 145 soil classification groups A-1, A-2-4, A-2-5, and A-3. Satisfactory Soil Materials for Building Fill: ASTM D 2.487 soil classification groups GW, GP, GM, SC, CL, SW, SP, and SM; or a combination of these group symbols; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation and other deleterious matter. Unsatisfactory soil materials for paving base are defined in AASHTO M 145 soil classification groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7; also peat and other highly organic soils. Unsatisfactory Soil Materials for Building Fill: ASTM D 2487 soil classification groups GC, ML, MH, CH, OL, OH, and PT, or a combination of Aft. these group symbols. TJnsatisfactory soils also include satisfactory soils not maintained ►-, within 2 percent of optimum moisture content at time of compaction. Backfill and Fill: Satisfactory soil materials. Base Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, or crushed caliche or natural sand; meeting Texas Highway Specifications Item 232 type 113" grade 2, with Plasticity index not to exceed 15. Meeting ASTM D 2940; with at least 95 percent passing a 1-1;2 inch sieve and not more than 3 percent passing a No. 200 sieve. Bedding Material Under Pipes and Conduits: Naturally or artificially graded mixture of natural peagravel or crushed gravel, crushed stone and natural or crushed sand. Meeting ASTM D 2940; except with 100 percent passing a 1 -inch sieve and not more than S percent passing a No. 200 sieve. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation and other deleterious matter with plasticity index not to exceed 12 Sandfill: Clean blow sand with no organic materials or clay clods. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. Provide erosion control measures to prevent erosion or displacement of 098-01 EARTHWORK 02300 - 3 soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties. DEWATERING Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate or stand in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Install a dewatering system to keep subgrades dry and convey ground water away from excavations. Maintain pumps, well points, sumps, suction and discharge lines to convey water away from excavations Until dewatering is no longer necessary. - Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or runoff areas. Do not use trench ` excavations as temporary drainage ditches. EXCAVATION Explosives: DG not use explosives. EXCAVATION, GENERAL Unclassified Excavation: Excavation is unclassified and includes excavation to required subgrade elevations regardless of the character of materials and obstructions encountered, including rock, soil materials, and obstructions. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. General: Comply with local codes, ordinances, and requirements of agencies having jurisdiction. Slope sides of excavations to maintain stable excavations. Shore and brace where sloping is not possible because of space restrictions of stability of material excavated. maintain side supports and slopes of excavations in safe condition until completion of backfilling. Do not excavate closer than 4 feet to grade level footings. 098-01 EARTHWORK 02300 - 4 SECTION O2300 - EARTHWORK CONT. EXCAVATION FOR STRUCTURES Excavate to indicated elevations and dimensions within a tolerance of ., plus or minus 1 inch. Extend excavations a sufficient distance from structures for placing and removing concrete formwork, installing services and other construction, and for inspections. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade 'Just before placing concrete reinforcement. Trim bottoms to required lines and grades to ,.. leave solid base to receive other work. r ' EXCAVATION FOR WALKS AND PAVEMENTS Excavate surfaces under walks and pavements to indicated cross sections, elevations, and grades. • ilAMN Notify Architect when excavations have reached required subgrade. If Architect determines that unforeseen unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. Unforeseen additional excavation and replacement material will be paid according to the Contract provisions for changes in Work. Proof roll subgrade with heavy pneumatic -tired equipment to identify soft pockets and areas of excess yielding. Do not proof roll wet or saturated subgrades. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by the Architect. STORAGE OF SOIL MATERIALS Stockpile excavated materials acceptable for backfill and fill soil materials, including acceptable borrow materials. Stockpile soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Stockpile soil materials away from edge of excavations. BACKFILL Place and compact backfill in excavations promptly, but not before completing the following: Surveying locations of underground utilities for record documents. Testing, inspecting, and approval of underground utilities. Concrete formwork removal. - Removal of trash and debris from excavation. 090-01 EARTHWORK. 02300 - 5 FOD14*4CM lip DVA Z1414 I, 01934=010) kly� Removal of temporary shoring and bracing, and sheeting. Place and compact bedding course, on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Backfill trenches excavated under footings and within 18 inches of bottom of footings; fill with concrete to elevation of bottom of footings. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles larger than 1 inch, to a height of 6 inches over the utility pipe or conduit. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of utility system. Coordinate backfilling with utilities testing. Fill voids with approved backfill materials while shoring and bracing, and as sheeting is removed. Place and compact final backfill of satisfactory soil material to final subgrade. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface before placing fills. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing surface. Place and compact fill material in layers to required elevations for each location listed below. Under grass and planted areas, use satisfactory excavated or borrow soil material. Under pavements, use caliche base material at asphalt paving and concrete paving. Under walks, steps and ramps, use sandy fill material. MOISTURE ONTRpr Uniformly moisten or aerate subgrade each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and 898-C1 LAP.THW0R%K 02300 - 6 SECTION 0230 - PARTHWORK CONT, is too wet to compact to specified dry unit weight. Stockpile or spread and dry removed wet satisfactory soil material. Assist drying by discing, harrowing or pulverizing until moisture level is reduced to satisfactory value. COMPACTION OF BACKFILLS AND FILLS Place backfill and fill materials in layers not more than 6 inches in loose depth for material compacted by heavy compaction, equipment, and rot more than 4 inches in loose depth for material compacted by hand -operated - tampers. Place backfill and fill materials evenly on all sides of structures to required elevations, and fill uniformly along the full length of each structure. ,• Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum dry unit weight according to ASTM D 1557 (cohesive soils); and not less than the following ,�•, percentages of relative density in accordance with ASTM D 2049 (cohesionless soils): t~ Compact soil to not less that the following percentages of maximum dry unit Weight according to ASTM D 698. Under structures, building slabs and steps, and pavements, scarify and recompact top 8 inches of existing subgrade and each layer of back fill or fill material at: 95 percent maximum density. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of back fill or fill material at. 90 percent relative maximum density. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill material at: 95 percent relative maximum density. RADTN General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. Provide a smooth transition between existing adjacent grades and new grades. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the 898-01 re4 EARTHWOURIY. 022300 - 7 following tolerances: Lawn or Unpaved Areas: Plus or minus 1 inch. Walks: Plus or minus 1/4 inch. Pavements: Plus or minus 1112 inch. Maintain minimum allowable grades at walks and pavements where accessible travel, parking or access is shown or required. Grading Inside Building Lines: Finish grade to a tolerance of 1/2 inch when tested with a 10 -foot straightedge. Under pavements and walks, place base course on prepared subgrades and as follows: Compact subgrade and base courses at optimum moisture content to required grades, lines, cross sections and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 1557. When thickness of compacted base course is 6 inches or less, place materials in a single layer. When thickness of compacted base course exceeds 6 inches, place materials in equal layers, with no layer more than 6 inches thick or less than 3 inches thick when compacted. Place fill material on prepared sub -grade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting material during placement operations. When a compacted course is indicated to be 6 inches thick or less, place material in a single layer. When indicated to be more than 6 inches thick, place material in equal layers, except no single layer more than 6 inches or less than 3 inches in thickness when compacted. Hand tamp corners or locations where equipment cannot reach. No loose fill or uncompacted soil will be allowed under slabs. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work verify comply with requirements. Perform field in-place density tests according to ASTM D 1556 (sand cone method), ASTM D 2167 (rubber balloon method), or ASTM D 2937 (drive cylinder method), as applicable. Field in-place density tests may method according to ASTM D 2922, are periodically checked and 898-01 LARTH,.CRK also be performed by the nuclear provided that calibration curves adjusted to correlate to tests 02300 - 8 RECTTON 02300 - EARTHWORK CONT. performed using ASTM D 1556. With each density calibration check, check the calibration curves furnished with the moisture gages according to ASTM D 3017. When field in-place density tests are performed using nuclear methods, make calibration checks of both density and moisture gages at beginning of work, on each different type of material encountered, and at intervals as directed by the Architect. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D A. and ASTM D 2937, as applicable. Tests fI will be performed at the following locations and frequencies: Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, perform at least one field in-place density test for every 2,OOg sq. ft. or less of paved area or building slab, but in no case fewer than three tests. ;hen testing agency reports trat subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to the depth required, recompact and retest until specified compaction is obtained. PROTECTION Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. Repair and re-establish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they 'Loose compaction due to subsequent construction operations or weather conditions. Scarify or remove and replace material to depth directed by the Architect; reshape and reccmpact at optimum moisture content to the required density. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional approved soil material, compact, and reconstruct surfacing. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. DISPOSAL OF'SURPLUS AND WASTE MATERIALS Disposal: Remove surplus waste material including unsatisfactory soil, trash, and debris, and legally dispose of it off the Owner's property. 898-01 P**- EARTHWORK Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. DESCRIPTION OF WORK Existing underground irrigation system is to be reconfigured to service all disturbed areas around the new construction as shown on drawings. QUA TTY ASSURANCR Manufacturer Qualifications: Provide underground irrigation system as a complete unit produced by a single acceptable manufacturer, including heads, valves, controls, and accessories. S 1 MTTTA a Product Data: Submit manufacturer's technical data and installation instructions for underground sprinkler system. Submit a complete list of materials listing manufacturer's name and use. Shop Drawings: Submit shop drawings for underground irrigation system including revised plan layout and details illustrating location and type of heads, valves, piping circuits, controls, and accessories. PART 2 - PROD rTS MATERIALS Pressure Pipe: Comply with following: PVC plastic pipe, ASTM D 1785, Schedule 40. Circuit Pipe (downstream from circuit valves): Comply with following: .., PVC plastic pipe, ASTM D 2241, 200 psi. Pipe Fittings: Comply with following: For PVC plastic pipe, ASTM D 2466 socket fittings with ASTM D 2564 solvent cement. Valves: Manufacturer's standard, of type and size indicated, and as follows: Automatic Circuit Valves: Globe valves to match existing system and operated by low-power solenoid, normally closed, manual flow adjustment. Automatic Drain Valves: Designed to open for drainage when line pressure drops below 3 psi. Backflow Preventer: Manufacturer's standard, to suit sprinkler system �.. and comply with current codes.. 898-01 ,�.,, UNDERGROUND IRRIGATION 02815 - 1 SECTION uxnRRnR0UNn TRRIGATTON PART 1 - CIENRRAT. R ..AT .D DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. DESCRIPTION OF WORK Existing underground irrigation system is to be reconfigured to service all disturbed areas around the new construction as shown on drawings. QUA TTY ASSURANCR Manufacturer Qualifications: Provide underground irrigation system as a complete unit produced by a single acceptable manufacturer, including heads, valves, controls, and accessories. S 1 MTTTA a Product Data: Submit manufacturer's technical data and installation instructions for underground sprinkler system. Submit a complete list of materials listing manufacturer's name and use. Shop Drawings: Submit shop drawings for underground irrigation system including revised plan layout and details illustrating location and type of heads, valves, piping circuits, controls, and accessories. PART 2 - PROD rTS MATERIALS Pressure Pipe: Comply with following: PVC plastic pipe, ASTM D 1785, Schedule 40. Circuit Pipe (downstream from circuit valves): Comply with following: .., PVC plastic pipe, ASTM D 2241, 200 psi. Pipe Fittings: Comply with following: For PVC plastic pipe, ASTM D 2466 socket fittings with ASTM D 2564 solvent cement. Valves: Manufacturer's standard, of type and size indicated, and as follows: Automatic Circuit Valves: Globe valves to match existing system and operated by low-power solenoid, normally closed, manual flow adjustment. Automatic Drain Valves: Designed to open for drainage when line pressure drops below 3 psi. Backflow Preventer: Manufacturer's standard, to suit sprinkler system �.. and comply with current codes.. 898-01 ,�.,, UNDERGROUND IRRIGATION 02815 - 1 Sprinkler Heads: Manufacturer's standard unit designed to provide uniform coverage over entire area of spray shown on drawings at available water pressure, as follows: Reuse existing heads where possible. If new heads are required provide: Pop -Up Rotary Impact - Impact drive, full circle and part circle as indicated. Valve Box: Reuse existing. r Design Pressures: To be standard city main pressure less 5 psi at connection to building system. Location of Heads: Design layout in compliance with group engineering practice. Make minor adjustments as necessary to avoid plantings and. other obstructions. Design to be done by licensed irrigation contractor. Minimum Water Coverage: Turf areas, 100%. Other planting areas, 100%. V43*14086MMIN , General: Excavate straight and true with bottom uniformly sloped to low points. Protect existing lawns and plantings. Remove and replant as necessary to complete installation. Replace damaged lawn areas and plants with new to match existing. Trench Depth: Excavate trenches to a depth of 3" below invert of pipe, unless otherwise indicated. Minimum Cover: Provide following minimum cover over top of installed piping: PVC piping, 20". Backfill: Backfill with clean material from excavation. Remove organic material as well as rocks and debris larger than 1" diameter. Place acceptable backfill material in 6" lifts, compacting each lift. Existing Lawns Where trenching is required across existing lawns, uniformly cut strips of sod 6" wider than trench. Remove sod in rolls of suitable size for handling and keep moistened until replanted. Backfill trench to within 6" of finished grade. Continue fill with acceptable topsoil and compact to bring sod even with existing lawn. 898-01 UNDERGROUND IRRIGATION 02815 - 2 Replant sod within 7 days after removal, roll and water generously. Reseed and restore to original condition any sod areas not in healthy condition equal to adjoining lawns 30 days after replanting. Excavate trench to required depth and width. At walkways: Drill piping under walkway material, if possible. Backfill with dry sand fill material, placing in 6 -inch lifts. Repair or replace pavement cuts with equivalent materials and finishes. 2NSTALLATION General: Unless otherwise indicated, comply with requirements of International Plumbing Code. Connection to Main: Connect to existing building piping. Connect to existing stub. Install new valve and union. Maintain uninterrupted water service to building during normal working hours. Arrange for temporary water shut-off with Architect. Backflow Preventer: Provide union on downstream side. Install minimum 6" above highest ground level sprinkler head. Circuit Valves: Install in valve box's, arranged for easy adjustment and removal. Provide union on downstream side. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. Piping: Lay pipe on solid subbase, uniformly sloped without humps or depressions. For circuit piping, slope to drain valve at least 1/2" in 10' of run. At wall penetrations, pack the opening p g around pipe with non -shrink grout. At exterior face, leave a perimeter slot approximately 1/2" wide by 3/4" deep. Fill this slot with backer rod and an acceptable ,,. elastomeric sealant. Repair below grade waterproofing disturbed by this work and make penetration watertight. Install PVC pipe in dry weather when temperature is above 40 deg F (4 deg C) in strict accordance with manufacturer's instructions. Allow joints to cure at least 24 hours at temperature above 40 deg F ,., (4 deg C) before testing, unless otherwise recommended by manufacturer. Sprinkler Heads: Flush circuit lines with full head of water and install heads after hydrostatic test is completed. 898-01 UNDERGROUND IRRIGATION 02815 - 3 Locate part -circle heads to maintain a minimum distance of 4" from walls and 2" from other boundaries, unless otherwise indicated. General: Notify Architect/ Engineer in writing when testing will be conducted. Conduct tests in presence of Architect/Engineer. Hydrostatic Test: Test water piping and valves, before backfilling trenches, to a hydrostatic pressure of not less than 100 psi. Piping may be tested in sections to expedite work. Remove and repair piping, connections, valves which do not pass hydrostatic testing. Operational Testing: Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinkler heads adjusted to final position. Demonstrate to Architect that system meets coverage requirements and that automatic controls function properly. Coverage requirements are based on operation of one circuit at a time. After completion of grading, seeding or sodding, and rolling of grass areas, carefully adjust lawn sprinkler heads so they will be flush with or not more than 1/2" above finish grade. 898-01 UNDERGROUND IRRIGATION 02815 - 4 Drawings and general provisions of Contract, including General and SupplementaryConditions and Division -1 Specification sections, apply to work of this section. DFg('RTPTTON OF WnRK Extent of landscape development work schedules is shown on drawings and in This Section includes provisions for the following items: Grass Lawns Soil Amendments QUALITY ARRIIRANQF Subcontract landscape work to a single firm work. specializing in landscape RURMTTTAL Maintenance Instructions: Submit typewritten instructions recommending procedures to be established by Owner for maintenance of landscape work for one full year. Submit prior to expiration of required maintenance period(s). DELIVERY cTnRnr� nHANnr. TNr Packaged Materials: Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. JOB CQN1)TTTONS Proceed with and complete landscape work as rapidly as portions of become available, working within seasonal limitations or each kindsite landscape work required. Utilities: Determine location of underground utilities and perform work *�^ in a manner which will avoid required. Maintain grade stakes set sbyble othersmageuntil removal pis mut ' as agreed upon by parties concerned, mutually Excavation: When conditions detrimental tolant growth are encoun, such as rubble fill, adverse drainage conditions, shallow top soil tered with caliche below near grade level or obstructions, notify Architect before planting. SEOTIRNCTVa ANI) g-,jED _L_M Planting Time: Proceed with, and complete landscape work as rapidly as Portions of site become available, working withing seasonal limitations for each kind of landscape work required. 898-01 LANDSCAPE WORK 02900 - 1 $ECTTON Q�gf1Q T ANflrnnar WORK PART 1 _ SENER n r RELATRn nOCIIMRNTR Drawings and general provisions of Contract, including General and SupplementaryConditions and Division -1 Specification sections, apply to work of this section. DFg('RTPTTON OF WnRK Extent of landscape development work schedules is shown on drawings and in This Section includes provisions for the following items: Grass Lawns Soil Amendments QUALITY ARRIIRANQF Subcontract landscape work to a single firm work. specializing in landscape RURMTTTAL Maintenance Instructions: Submit typewritten instructions recommending procedures to be established by Owner for maintenance of landscape work for one full year. Submit prior to expiration of required maintenance period(s). DELIVERY cTnRnr� nHANnr. TNr Packaged Materials: Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. JOB CQN1)TTTONS Proceed with and complete landscape work as rapidly as portions of become available, working within seasonal limitations or each kindsite landscape work required. Utilities: Determine location of underground utilities and perform work *�^ in a manner which will avoid required. Maintain grade stakes set sbyble othersmageuntil removal pis mut ' as agreed upon by parties concerned, mutually Excavation: When conditions detrimental tolant growth are encoun, such as rubble fill, adverse drainage conditions, shallow top soil tered with caliche below near grade level or obstructions, notify Architect before planting. SEOTIRNCTVa ANI) g-,jED _L_M Planting Time: Proceed with, and complete landscape work as rapidly as Portions of site become available, working withing seasonal limitations for each kind of landscape work required. 898-01 LANDSCAPE WORK 02900 - 1 gV.rTTON 0 gO�LANnSrAPE -WORK,. CONT Plant or install materials during normal planting seasons for each type of landscape work required. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. RP„ECTAL PROJECT WARRANTY Warranty lawns through specified lawn maintenance period, and until final acceptance. TOPSOTD Topsoil for landscape work not available at site must be furnished as specified. Provide new topsoil which is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, nd free of extraneous roots, or toxic stumps matterstones harmfullarger to plant" dimension, and othergrowth, Obtain topsoil from local sources or from areas having similar soil characteristics to that found at project site. Obtain topsoil only from su than 4"; do not obtainefromere topsoil bogs, marshescorsin a playa depth of lakes. not Ies SOTL AMENDMENTS Peat Humus: FS Q -P-166 decomposed peat with no identifiable fibers and ph range suitable for intended use. Commercial Fertilizer: Complete fertilizer of neutral character, with some elements derived from organic sources and containing following percentages of available plant nutrients: For lawns, provide fertilizer with percentage of nitrogen required to provide not less than 1 lb. of actual nitrogen per 1000 sq. ft. of lawn area and not less than 4% phosphoric acid and 2% potassium. Provide nitrogen in a form that will be available to lawn during initial period of growth; at least 50% of nitrogen to be organic form. GRASS MATERT__A_L Grass Seed: Provide fresh, clean, new -crop seed complying with tolerance for purity and germination established by Official Seed Analysts of North America. Provide seed mixture composed of grass species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed, as specified. 898-01 02900 - 2 LANDSCAPE WORK SECTION 02900 - T.ANnSCAPR WORK, CQNT PART 3 - RXRC:UTTON PREPARATION Preparation for Planting Lawns: Loosen subgrade of lawn areas to a minimum depth of 411. Remove stones measuring over -l-1/2' in any dimension and sticks, roots, rubbish and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. Spread top soil to minimum depth required to meet lines, grades and elevations shown, after light rolling and natural settlement. Add specified soil amendments and mix thoroughly into upper 4" of topsoil. Place approximately 1/2 of total amount of top soil required. Work into topof loosed subgrade to create a transition layer and then place remainder of planting soil. Add specified soil amendments and mix thoroughly into upper 4" of topsoil. Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can be planted immediately after grading. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. PLANTTNG NS SRRnING NEW LAWNS Do not use wet seed or seed which is moldy or otherwise damaged in transit or storage. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 mi. per hr. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. Sow not less than the quantity of seed specified or scheduled. Rake seed lightly into top 1/8" of soil, roll lightly, and water with a fine spray. Reconditioning Existing Lawns: Recondition existing lawn areas damaged by Contractor's operations including storage of materials and equipment and movement of vehicles. Also recondition existing lawn areas where minor regrading is required. Provide fertilizer, seed or sod and soil amendments as specified for new lawns and as required to provide a satisfactorily reconditioned lawn. Provide new topsoil as required to fill low spots and meet new finish 898-01 LANDSCAPE WORK 02900 - 3 grades. Cultivate bare and compacted areas thoroughly to provide a satisfactory, planting bed. Remove diseased and unsatisfactory lawn areas; do not bury into soil. Remove topsoil containing foreign materials resulting from Contractor's operations including oil drippings, stone, gravel and other loose building materials. Where substantial lawn remains (but is thin), mow, rake, aerate if compacted, fill low spots, remove humps and cultivate soil, - fertilize, and seed. Remove weeds before seeding or if extensive, apply selective chemical weed killers as required. Apply a seedbed mulch, if required, to maintain moist condition. Water newly planted areas and keep moist until new grass is established. MATNTENANCE Begin maintenance immediately after planting. Maintain lawns for not less than the period stated below, and longer as required to establish an acceptable lawn. Seeded lawns, not less than 60 days after substantial completion. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. During landscape work, keep pavements clean and work area in an orderly condition. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as directed. When landscape work is completed, including maintenance, Architect will, upon request, make an inspection to determine acceptability. Landscape work will not be inspected for acceptance in portions. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. 898-01 LANDSCAPE WORK 02900 - 4 ' RFrTTQ 03301 CAST-IN-nLArE CONCRETE PART I-- GENERAL RELATED DOCUMENT Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section specifies cast -in-place concrete, including reinforcement, concrete materials, mix design, placement procedures, and finishes. Building and structural concrete slabs, footing, grade beams, piers etc. Concrete pavement, walks, curbs & gutters. Related Sections include the following: Division 2 Section "Earthwork" for drainage fill under slabs -on -grade. RI RMTTTAL•S General: In addition to the following, comply with submittal requirements in ACI 301. - Product Data: For each type of manufactured material and product indicated. Design Mixes: For each concrete mix. �,}iJAT TTY ASSII ANCF Installer Qualifications: An experienced installer who has completed concrete work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. Manufacturer Qualifications: A firm experienced in manufacturing ready - mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. Source Limitations: Obtain each type of cement of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer. Comply with ACI 301, "Specification for Structural Concrete," including the following, unless modified by the requirements of the Contract Documents. General requirements, including submittals, quality assurance, acceptance of structure, and protection of in-place concrete. Formwork and form accessories. Steel reinforcement and supports. Irm 898-01 CAST -IN-PLACE CONCRETE Fma 03301 - 1 Concrete mixtures. Handling, placing, and constructing concrete. Furnish formwork and form accessories according to ACI 301. STRRT RFTNFOgrpMpNT Reinforcing Bars: ASTM A 615;A 615M, Grade 60 (Grade 420), deformed. rQNrRRTR MAT . x r c Portland Cement: ASTM C 150, Type I. Normal -Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1- 1/2 inch nominal size for footing beams and walls. 1 -inch aggregate at other applications. Air -Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. Products: Subject to compliance with requirements, provide one of the following: "Air-Tite," Cormix. "Air -Mix" or "erma-Air," Euclid Chemical Co. "Darex AEA" or "Daravair ," W.R. Grace. "MB -VR" or "Micro -Air," Master Builders, Inc. "Sealtight AEA," W.R. Meadows, Inc. "Sika AER,"Sika Corp. Water: Potable and complying with ASTM C 94. AnMTXTITRPS General: Admixture certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cement and to be compatible with other admixtures. Do not use admixtures containing calcium chloride. Air -Entraining Admixture: ASTM C 260. Water -Reducing Admixture: ASTM C 494, Type A. CURING MATERTAr S Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. Water: Potable. 898-01 CAST -IN-PLACE CONCRETE 03301 - 2 � w i CONCRETE MIXES Comply with ACI 301 requirements for concrete mixtures. Prepare design mixes, proportioned according to ACI 301, for normal - weight concrete determined by either laboratory trial mix or field test data bases, as follows: Compressive Strength 128 days): 3500 psi. Slump: 4 inches. CON . .TF MTYTT?C� Ready -Mixed Concrete: Comply with ASTM C 94 and ASTM C 1116. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes, when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART F+ncuT ION FORMWORK Design, construct erect, shore, brace, and maintain formwork according to ACI 301. ±"^ CTFET, FZTNti' vCEM NT Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. . O HT O General: Construct joints true to line with faces perpendicular to surface plane of concrete. Construction Joints: Locate and install so as not to impair strength or appearance of concrete, at locations indicated or as approved by Architect. Isolation and Expansion Joints: Install joint -filler strips at junctions with slabs -on -grade and vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. Extend joint fillers full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated Where joints are sealed provide temporary which is to be removed to form sealant cavity.. Contraction (Control) Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equate to at least ane -fourth of the concrete thickness, as follows: 898-01 CAST -IN-PLACE CvNCRETE ,M, 03301 - 3 Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 inch wide joints into concrete when cutting action will not tear, abrade, or _ otherwise damage surface and before concrete develops random contraction cracks. Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete. Do not add water to concrete during delivery, at Project site, or during placement. Consolidate concrete with mechanical vibrating equipment. Smooth -Farmed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner and a minimum of seams. Repair and patch tie holes and defective areas. Completely remove fins and other projections. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, or painting. Do not apply rubbed finish to smooth -formed finish. Apply the following rubbed finish, defined in ACI 301, to smooth -formed finished concrete. Smooth -rubbed finish. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. FTNISHI G UNFORMED SURFACES General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open -textured surface plane before excess moisture or bleedwater appears on the surface. Do not further disturb surfaces before starting finishing operations. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, 898-01 CAST -IN-PLACE CONCRETE 03301 - 4 CAST -IN-PLACE .ON R .T .., CONT paint, or another thin film -film finish coating system. Nonslip Broom Finish: Apply a nonslip broom finish to surfaces indicated and to exterior concrete platforms, steps, and ramps. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -bristle broom perpendicular to main traffic route. TOT -FRANCES Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." CONCR .T . PPOT CTTON AND CURING General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold - weather protection, and follow recommendations in ACI 305R for hot- ,,., weather protection during curing. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if bot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface. poll Curing Methods: Cure formed and unformed concrete for at least seven days by moisture curing, moisture -retaining -cover curing, curing compound, or a combination of these as follows: Moisture Curing: Keep surfaces continuously moist for not less than severe days with the following materials: Water. Continuous water -fog spray. Curing Compound: Apply uniformly in continuous operation, by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three tours after initial application. Maintain continuity of coating and repair damage during curing period. _ FIRLD QUALITY CONTRfl . Testing Agency: Engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement according to requirements specified in this Article. Perform tests according to ACI 301. Slump: ASTM C 143; one test at point of placement for each compressive - strength test, but not less than one test for each day's pour of each type of concrete. Additional tests will be required when concrete consistency changes. v98-01 CAST-IPi-PLACE CONCRETE 03301 - 5 CAST -IN-PLACE CONCRETE, CONT Compression Test Specimens: ASTM C 31{C 31M; one set of three standard cylinders for each compressive -strength test, unless otherwise indicated. Cylinders shall be molded and stored for laboratory -cured test specimens unless field -cured test specimens are required. REPAIRS Remove and replace concrete that does not comply with requirements in this Section. 898-01 CAST -IN-PLACE CONCRETE 03301 - 5 V l V PART 2 - GENRRAT, R ..AT .D no TM .NTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division -1 Specification sections apply to work specified in this section. Extent of pre-engineered buildings work is shown on drawings. Anchor Bolts. Building frames (Columns and Bears) and Secondary roof and wall members as required for openings. Insulation associated with roof and sidewall construction. Gutters and Drainage systems. Wall panels. Roof panels. -Light panels. Type is single story, clear span rigid frame metal building of nominal width, length, wall height and roof pitch indicated with sloped beam and straight columns. End wall frames are expandable as noted on the drawings. Manufacturer's standard components may be used, providing components, accessories, and complete structure conform to Architectural design appearance shown to specified requirements. Concrete floors and foundations and installation of anchor bolts are provided by the general contractor. ' QUALITY ASSURANCE Design Criteria: Structural Framing: Design primary and secondary structural members and exterior covering materials for applicable loads and combinations of loads in accordance with the Metal Building Maniufacturer's Association's (MBMA) "Design Practices Manual". Structural Steel: For the design of structural steel members, comply ?�* with the requirements of the American Institute of Steel Construction's (RISC) "Specifications for the Design., Fabrication. and Erection of Structural Steel for Buildings" for design requirements and allowable stresses. Light Gauge Steel: For the design of light gauge steel members, comply with the requirements of the American Iron and Steel Institute's (AISI) "Specification for the Design. of Light Gauge Cold Formed Steel Structural Members" and "Design of Light Gauge Steel Diaphragms" for design requirements and allowable stresses. For welded connections, comply with the American Welding Society's (AWS) "Standard Code for Arc and Gas Welding in Building Construction" for welding procedures. 8998-01 METAL BUILD .LNG SYSTEI,9,00 13125 - 1 Roof System: Shall be certified for UL Class 90 wind uplift rating. Design Loads: The design criteria to be followed in the design of the structural system shall conform to the Uniform Building Code (1997 edition as adopted by the City of Lubbock, Lubbock, Texas). Basic design loads include dead load, live load, wind load and seismic load. Auxiliary loads include dynamic live loads such as those generated by cranes and materials handling equipment. Design each member to withstand stress resulting from combinations of loads that produce maximum percentage of actual to allowable stress in that member, as prescribed in MBMA "Recommended Design Practices Manual". Loading: (Note: Code allowed live load reductions will not be allowed or, roof structures.) Roof/Live - 20 lbs/sq.ft. Roof/Dead as required for deck and insulation. See Plans for locations of various systems. Wali/ ij - 20 lbs; sq. ft. wind loading Manufacturer's Qualifications: Provide pre-engineered metal buildings as produced by a manufacturer with not less than 5 years successful experience in the fabrication of pre-engineered metal buildings of the type and quality required. Fabrication Criteria: Provide prefabricated metal buildings as produced by a manufacturer who is regularly engaged in fabrication and erection of pre-engineered metal structures of type and quality indicated. Design sizes of prefabricated components and necessary field connections required for erection to permit easy assembly and disassembly. Fabricate components in such manner that once assembled they may be disassembled, repackaged and reassembled with minimum amount of labor and maximum salvageability. Clearly and legibly mark each piece and part of assembly to correspond with previously prepared erection drawings, diagrams, and instruction manuals. SUBMITTALS ProductData: Submit manufacturers product information, specifications and installation instructions for building components and accessories. Shop Drawings: Submit complete erection drawings showing anchor bolt settings, sidewall, endwall, and roof framing, canopy details, transverse cross sections, covering and trim details, and accessory installation details to clearly indicate proper assembly of building components. Certification: Submit written Certification prepared and signed by a ono_A1 v�v v METAL BUILDING SYSTEMS 13125 - 2 MRTAL RUILDING `"YSTEMS_. CONT ^* Professional Engineer, registered to practice in the State of Texas, verifying that building design meets indicated loading requirements and codes of authorities having jurisdiction. Samples: Submit samples of the following: Architect's review will be for color and texture only. Compliance with other requirements is the responsibility of contractor. 12" long by actual width of roofing and siding panels, with required finishes. Fasteners for application of roofing and siding panels. Sealants and closures T)FT TVFRY STORAGE ANT) HANDLING Deliver and store prefabricated components, sheets, panels, and other manufactured items so they will not be damaged or deformed. Stack ,materials ona platforms or pallets, covered with tarpaulins or ether suitable weathertight ventilated covering. Store metal sheets or panels so that water accumulations will drain freely. Do not store sheets or panels in contact with other materials which might cause staining. PART 2 Pgnni TS ACCFPTART,F MANIIFA .TURERS Drawings are based on: Butler Manufacturing Co. - WBF II. Available Manufacturers: ,Subject to compliance with specified requirements, manufacturers offering pre-engineered building systems which may be incorporated in the work include, but are not limited to, the following: Armco Building Systems, Inc. Butler Manufacturing Co. CECO Building System. Delta Steel Buildings Co. P" NCI Manufacturing Co. Star Manufacturing Co. Varco-Pruden Buildings. MATERIALS Metals: Hot -Dolled Structural Shapes: ASTM A 36 or A 529. Tubing or Pipe: ASTM A 500, Grade B; ASTM A 501; or ASTM A 53. Members Fabricated from Plate or Bar Stock: Provide 42,000 psi minimum yield strength. Comply with the requirements of ASTM A529, 898-01 METAL BUILD TNO SYSTEMS 13125 - 3 A570, or A572. Members Fabricated by Cold Forming: ASTM A 607, Grade 50. Galvanized Steel Sheet: ASTM A 446 with G 90 coating; "Class" to suit building manufacturer's standard. Paints: Shop Primer for Ferrous Metal: Provide manufacturer's standard, fast -curing, lead-free, "universal" primer, selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated, and for capability to provide a sound foundation for field -applied topcoats despite prolonged exposure. Comply with the per�ormance requirements of FS TT -P-645. Rigid Frames: Hot rolled structural steel. Factory welded and shop painted built-up "I" shape or open web rigid frame consisting of tapered or parallel roof beams and tapered columns. Furnish complete with attachment plates, bearing plates, and splice members. Factory drilled for bolted field assembly. Provide rigid frame at end walls where indicated. Length of span and spacing of frames is indicated except slight variations acceptable to meet manufacturer's standard. End Wall Columns: Factory welded, built-up "I" shape or cold formed sections. Fabricate of minimum 14 ga. material. Shop painted. Wind Bracing: Provide manufacturers standard rod or column wind bracing as required to meet design criteria. Adjustable, threaded steel rods at roof and walls, 1/2" diameter minimum; comply with requirements of ASTM A 36 or A 572, Grade D. Provide wind braced columns where 'X' bracing cannot be installed due to interferences with windows or other items on wall system. Secondary Framing: Purlins, eave struts, end wall beams, flange and sag bracing; minimum 16 ga. rolled formed sections. Shop painted. Base channel, sill angle, end wall structural member (except columns and beams), purlin spacers; minimum 14 ga. cold formed steel, galvanized. Bolts: ASTM A 307 or A 325 as necessary for design loads and connection details. Shop painted, except provide zinc- or cadmium -plated units when in direct contact with panels. Fabrication: Shop fabricate to the indicated size and section, complete with base plates, bearing plates, and other plates as required- for erection, welded in place, and with all required roles for anchoring or connections shop drilled or punched to template dimensions. Shop connections power riveted, bolted, or welded. 898 -ill METAL BUILDIPiG SYSTEMS 13125 - 4 OWA METAL TTLDTN . SYSTEMS- CONT Field connections bolted. Shop Painting: Clean surfaces to be primed of loose mill scale, rust, dirt, oil, grease, and other matter precluding paint bond. Follow procedures of SSPC-SP3 for power tool cleaning, SSPC-SP7 for brush-off blast cleaning, and SSPC-SP1 for solvent cleaning. Prime structural sheet primary and secondary framing members with manufacturer's standard rust -inhibitive primer having over 50% rust -inhibitive pigment, such as red -lead mixed pigment alkyd varnish (FS TT -P-86, type II) or zinc chromate iron -oxide alkyd (TT -P-636). ROOFING AND SIDING General: Provide roofing and siding sheet formed to general profile or configuration as indicated. Provide flashings, closers, fillers, metal expansion ,joints, ridge covers, fascias, and other sheet metal accessories, factory formed of same material and finish as roofing and siding. See drawings for extent. Zinc -Coated Steel Sheet Siding: Provide structural quality hot -dip ^° galvanized steel sheets complying with ASTM A 446, Grade C, with G 90 coating complying with ASTM A 525. Metal thickness not less than 26 gage. Steel Sheets: Either zinc coated complying with ASTM A 446, Grade C with G 90 coating, or aluminum coated complying with ASTM A 463, Drawing Quality with T1-40 coating. Sheet Panel Fasteners: Manufacturer's standard system of self -tapping screws, bolts, and nuts, self-locking rivets, self-locking bolts, end -welded studs, and other suitable fasteners designed to withstand design loads. Provide metal-backed neoprene wasters under heads of fasteners bearing on weather side panels. Use aluminum or stainless steel fasteners for exterior and cavity application and galvanized or cadmium plated fasteners for interior application. Locate and space fastenings for true vertical and horizontal alignment. Use proper type fastening tools to obtain controlled uniform compression for positive seal without rupture of neoprene washer. Provide fasteners with heads matching color of exposed roofing or siding sheets by means of plastic caps or factory applied coating. Flexible Closure Strips: Close -cell, expanded cellular rubber, self -extinguishing, cut or premolded to match corrugation configuration of roofing and siding sheets. Provide where indicated and necessary to ensure weathertight construction. Ridge and Rake Flashing: Provide manufacturer's standard panel closures and rake and ridge flashing to provide watertight installation at 898-01 METAL BUILDING SYSTEMS 13125 - 5 parapets and building offsets. Sealing Tape: 100% solids, pressure sensitive grey polyisobutylene compound tape with release paper backing. Not less than 1/2" wide and — 1/8" thick, nonsag, nontoxic., nonstaining and permanently elastic. Joint Sealant: One -part elastomeric; polyurethane, polysulfide, or silicon rubber as recommended by building manufacturer. T. Fluoropolymer Finish: Provide shop -applied fluoropolymer finish to galvanized steel, siding, and related trim and accessories. Clean galvanized steel with an alkaline compound, then treat with a zinc phosphate conversion coating, and seal with a chromic acid rinse. Apply to pretreated steel a 2 -coat fluoropolymer coating system consisting of primer applied to a dry film thickness of from 0.15 mil to 0.25 mil, and a finish coat of polyvinyl fluoride or polyvinylidene fluoride applied to a dry film thickness of from 0.80 mils to 1.3 mils. Calors as indicated or as selected by Architect from manufacturer's standards. SHEET METAL ACCESSORIES General: Unless otherwise indicated, provide coated steel accessories with coated steel roofing and siding; aluminum accessories with aluminum roofing and siding. Gutters: Formed in sections not less than 8 ft. in length, complete with end pieces, outlet tubes, and special pieces that may be required. Join sections with riveted and soldered joints. Unless otherwise indicated, provide expansion -type slip joint at center of rums. Furnish gutter supports spaced at 36" o.c., constructed of same metal as gutters. Provide standard bronze, copper, or aluminum wire ball strainers at each outlet. Finish to match roof fascia and rake. Downspouts: Formed in sections approximately 10 ft. long, complete with elbows and offsets. Join sections with minimum 1-1/2" telescoping joints. Provide fasteners far top, bottom, acid 5' G.C. intermediately between, designed to securely hold downspouts not less than 1" away from walls. Finish to match wall panels. HOLLOW METAL DOORS AND DOOR. FRAMES Standards: Comply with requirements of Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" (SDI -100), and as herein specified. Materials: Steel doors and frames; hot -rolled, pickled and oiled per ASTM A 569 and A 568; cold -rolled per ASTM A 366 and A 568. Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized. 098-01 METAL BUILDING S'STEMS 13125 - 6 METAL B tT ,nTNr. c STEMRCONT Anchors and Accessories: Manufacturer's standard units. Use galvanizing items for units built into exterior walls, complying with ASTM A 153. Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp and buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. "^ Prepare hollow metal units to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware". Reinforce units to receive surface -applied finish hardware to be field applied. Locate finish hardware as indicated or, if rot indicated, per ;BHA "Recommended Locations for Builder's Hardware". Sh op paint exposed surfaces of hollow metal units, including galvanized surfaces, using manufacturer'.s standard baked -on rust -inhibitive primer. Doors: Comply with SDI -100, of the types and styles indicated, for materials quality, metal gages, and construction details. Provide standard 16 gage hollow metal door. Frames: Comply with SDI -100, of the types and styles indicated, for materials quality, metal gages, and construction details. A"" Provide standard 16 gage hollow metal frames for doors. Prepare frames to receive 3 silencers on strike jambs of single -swing frames and on heads of double -swing frames. Hardware: Provide hardware for each door, as follows: Hinges: 1-1/2 pair, steel, template ball bearing hinges 4-1/41" 4_1/G,,}! . G x Lockset: Cylindrical, key in knob with lever handle. Deadbolt: 1 inch throw with keyed exterior and thumbturn at interior. Threshold: Extruded aluminum (exterior doors only). Manual Door Operators: Provide except where electric operators indicated. When not otherwise shown, provide chain hoist operator unit. Push -on operation designed in counterbalance mechanism requiring not more than. 25 lbs. lift or pull. Curtain stoppable and remain in position at any point of travel until movement reactivated. SECTIONAL Oil .PH An D ogs General: Provide complete operating assemblies including frames, sections, brackets, guides, tracks, counterbalance, hardware, operators, 898-01 METAL BUILDING SYSTEMS 13125 - 7 l v O and installation accessories. Steel Door Section: ASTM A 446, Grade A or A 526, galvanized steel sheet not less than 22 ga. Exterior section face, flat, ribbed, or fluted to suit manufacturers' standards. Interior section face, flat. Fabricate door sections to provide units not more than 24" high, with rolled horizontal meeting edges forming a weather seal. Enclose ends and provide intermediate stiles and horizontal and diagonal reinforcing as required for stability. Finish steel door sections by cleaning, pre -treating and applying manufacturers standard prime coat and enamel finish coat. TRANSLUCENT PANELS Glass -Fiber Reinforced Roof Glazing Panels: Provide units complying with UL -90 requirements, matching configuration of roofing system, not less tian 8 oz. per sq. ft. with load carrying capacity equal to or exceeding roof panel. Type I, Standard Mastic: For sealing laps in plastic panels; non -staining saturated vinyl polymer as recommended by plastic glazing manufacturer. Color: ..bite, unless otherwise indicated. Size: 2'-0" x 10'-6" or accepted manufacturer's standard. Minimum Light Transmission: 510 THERMAL. INSULATION Insulation: Not less than 0.5 lb. per cu. ft. density, 3" thick glass fiber blanket with U.L. flamespread classification of 25 or less. 2" wide continuous vapor -tight edge tabs. Vapor barrier, 4 mil white vinyl film. Location: On underside of roof sheets, extending across top flange of purlin members and at all walls extending across outside face of wall girls. Hold insulation taut and snug to panels with woven wire fabric at roof and walls. WAM-M O) ERECTION Framing: Erect structural framing true to line, level and plumb, rigid and secure. Level base plates to a true even plane with full bearing to 898-01 METAL BUILDING SYSTEMS 13125 - 8 F" METAT, BUILDING SYSTEMS, CONT supporting structures. Purlins and Girts: Provide. rake or gable purlins with tight fitting closure channels and fascias. Locate and space wall girts to suit door arrangements and heights. Secure purlins and girls to structural framing and hold rigidly to a straight line by sag rods. Bracing: Provide diagonal rod or angle bracing in both roof and sidewalls as required by the manufacturer. Framed openings: Provide shapes of proper design and size to reinforce opening and to carry loads and vibrations imposed, including equipment furnished under mechanical or electrical ;cork. Securely attach to existing building structure frame. RQQFTNG AND STDTNC� General: Arrange and nest sidelap joints so that prevailing winds blow over, not into, lapped joints. Lap ribbed fluted sheets one full rib r-, corrugation. Apply panels and associated items for neat and weathertight enclosure. Avoid "panel creep" or application not true to line. Protect �^^ factory finishes from damage. Provide weather seal under ridge cap; flash and seal roof panel at eave .� and rake with rubber, neoprene, or other closures to exclude weather. Roof Sheets: Provide sealant tape at lapped joints of ribbed or fluted roof sheets, and between roof sheeting and protruding equipment, vents, and accessories. Apply sealant tape continuous to clean, dry surface of weather side of fastening on end laps and on sidelaps of corrugated or nesting type, rlbli-ucuvr fluted panels and elsewhere to make weatherproof to driving rains. r" Pall Sheets: Apply elastcmeric sealant continuous between metal base channel (sill angle) and concrete and elsewhere as necessary for waterproofing. Handle and apply sealant and back-up ir, accordance with sealant manufacturer's recommendations. Align bottoms of wall panels and fasten panels with blind rivets, bolts, or self -tapping screws. Fasten flashings, trim round openings, etc., with self -tapping screws; fasten door frames with machine screws or bolts. When building height requires two rows of panels at gable ends, align lap of gable panels over wall at eave height. Install screw fasteners with power tool having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw, or panels. Install screws in predrilled holes. Sheet Metal Accessories; Install gutters, downspouts, ventilators, louvers, and other accessories in accordance with manufacturer's recommendations for positive anchorage to building and weathertight mounting. Adjust operating mechanism for precise operation. Swing Doors and Frames': Install dour frame straight, plumb, and level. 098-g1 METAL BUILDING SYSTEMS 13125 - 9 9 toy IPA REIM an M MeMMY a DO a ► Securely anchor frame to building structure. Set units with 1/811 maximum clearance between door and frame at jambs and head, and 3/4" max. between door and floor. Adjust hardware for proper operation. Overhead Doors: Set doors and operating equipment complete with necessary hardware, jamb and head mold stops, anchors, inserts, hangers, and equipment supports in accordance with manufacturer's installation instructions. Adjust moving hardware for proper operation. Thermal Insulation: Install in accordance with manufacturer's published directions, performed concurrently with installation of roof panels. - Install blankets straight and true in one-piece lengths and both sets of tabs sealed to provide a complete vapor barrier. Install woven wire fabric straight and taut, to hold insulation in place. Translucent Panels: Attach plastic panels to roofing system in accordance with manufacturer's instructions. Provide end laps of not less than 6" and side laps of not less than 1-1/2" corrugations for translucent roofing panels. Align horizontal laps with adjacent roofing and siding panels. Seal intermediate end laps and side laps of translucent panels with translucent mastic. Clean panels in accordance with manufacturer's instructions. PTrr-n nATWMTWr3 Apply finish coating to factory -primed items as follows. Finish colors as indicated or, if not indicated, as selected by Architect from manufacturer's standards. Cleaning and Touch -Up: Prior to application of finish coats, clean components surfaces of matter which could preclude paint bond. Touch-up abrasions, marks, skips or other defects to shop -primed surfaces with same type material as shop primer. Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by Architect. Coordination: Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of anticipated problems using specified coating with substrates primed by others. Surface Preparation: Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. Remove hardware and accessories, and similar items in place and not to be finish -painted or provide surface -applied protection. Reinstall removed items. 098-01 ;4ETAI, 1J ou PSG SYSTEMS L ? 13125 - 10 METAL BUTLDING SYSTEMS, CONT Material Preparation: Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. Application: Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators and techniques best suited for material and surfaces to which applied. Apply additional coats when undercoats, stains or other conditions show through final paint coat, until paint film is of uniform finish, color and appearance. F4J. niish exterior Swing doors on tops, bottoms and edges same as exterior faces, unless otherwise indicated. Sand lightly between succeeding enamel coats. Thickness of not less than 2.5 mils for the entire coating system of prime and finish coats. Shop -Primed Metal Surfaces: 2 coats semi -gloss alkyd enamel (FS -TT -L-529). 898-01 METAL p UTL�T \V N1STL�c1 13125 - 11 SECTION 16110 - ELECTRICAL RFLATPT) DOCUMENTS: Drawings and general provisions of Contract; including General and Supplementary Conditions and Division - 1 Specification Sections, apply to work of this section. D.S("RTPTTON OF WORK: The work to he done under this section of the specifications consists of the furnishing of all labor, materials, equipment, devices, supplies and certificate of nspectiorl that may be required to complete and leave ready for operation the electrical work specified, shown on the drawings, and required by code. Work IS not limited to but includes the inStaliatlon of the foliowJng: 'Underground electrical ser.YLce from the existing facility. Panel boards and switch gear. Lighting fixtures and associated Conduit, switching and wiring. r+� Power and con'v'enience outlets, fixture outlets, swltClies and controls as shown on the drawings. Cond'u'its, junction bones and outlets for telephone systeiTi. inw _ MATERIAL AND EQUIPMENT Sr'F-'L'DU E See "Mechannical and Elect ri.Cai Supplementary Conditions" and Division 1. SUBSTITUTION n iATERTATc: a ii � a ,. +r i Supplementary Noe tieCrianl ica L arau JE 1 eC �i iCai r,.nd.Lt, " d Di'v'1S Lon 1 . \.V11 I l,Iorls all CODES: See "Mechanical and Electrical Supplamentary Conditions". Verify and install all systems in accordance with local and governing codes. EL ECTRICA7 S RVST E . The Contractor shall add new service and disconnect as shown on the plans. Verify exiS ting 1/20/2.08, 1 phase, v were service and connection location for service. GENERAL WIRING REQUIREMENTS: O. �� � + l 1 .sce "Mechanical and E.i.eCi.riCa.i Supplementary Conditions". All- wiring shall be installed in ,metallic raceways(EMT`,. Thin wall conduit Electrical Metallic glIsI l h � all branch lighting ( TUbirl allele be used ore ai r and control circuits, except on conduit runs made in or under Slab -pre -fill, or where exposed to the weather. Galvanized rigid Conduit shall be used for all feeder and power circuits where electrical metallic ORR tubing is prohibited. Joints at conduit shall be made tight with standard galvanized steel compression couplings and connectors. End of conduit shall be cut square and reamed and all joints brought butt -to -butt in couplings. Conduit connections to motors shall Consist Cf twel'v'e (12) inch length (minimum) flexible conduit, with the rigid conduit securely fastened to a wall or other non -vibrating support. Motor connections shall terminate in conduit box or "Condulet" fitting. Conduit exposed to weather shall have a durable plastic coating. 090-01 ELEI~. TP.ICAL 16110 - 1 BRANCH CIRCUITS - LIGHTING AND POWER. WIPING: The electrical Contractor shall furnish and install a new system of lighting and power branch circuit wiring from the new lighting panels to the various outlets. All wiring shall be substantially as shown on the drawings. This Contractor shall furnish and install a complete system of equipment ^. branch circuit wiring from the respective switches and/or panels to each piece of equipment, including setting and wiring of starters, disconnects, and control switches, as required and/or indicated on the drawings. No 20 amp branch circuit or switch leg shall be installed with wire smaller than number twelve (#12) awg copper. For 20 amp branch circuits so indicated on drawings or in excess of 100 feet in length, number ten (7#10) copper wire shall be used. Special care shall be taken so that circuits are connected to the parcels in such an arrangement as to insure, insofar as possible, that loads on the different phases at the papal are balanced. See "Heating and Air Conditioning" for other requirements. COT.OR CODTNG: In 120/208v, 4 wire system, phase conductors shall be black, red, blue for phases A, B, C respectively. -` Neutral in all systems to be white. Ground in all systems to be green. CONTRn_r WIRING The electrical contractor shall furnish and install all control wire for the mechanical equipment. Coordinate type and location of wiring with mechanical contractor. CIRCUIT BREAKER DTSTRIP TTTO ANS .BOAR .c : Panelboards shall have the number and sizes of circuit breakers scheduled on the drawings, with maim circuit breakers or lugs only on the mains as scheduled. Panelboards shall be of General Electric, Square D, Westinghouse or ITE manufacture, equivalent t0 the GeraeraL EleCtrlC Panelboards specified Or Power Mark Plus. Provide Factory installed main lugs or main breaker as scheduled on the drawings. Provide each panelboard with a neatly typewritten directory of circuits mounted in a cardholder on the inside of the panelboard cabinet. Cover direc-tory with transparent sheet plastic. All panelboards shall be listed by Underwriters' Laboratories Inc. and the building main panel shall b2 11Ste'A as SU -L t- f Or "�SierV-L au L. nc2 Equipment." ono -01 ELECTRICAL 16110 - 2 Wim ELECTRICAL, , CONT Ail ilgh_-L Switches shown adjacent to door jamli-Is Shall be Within 6"of Shown 3 atlib . 1'1ount all swl tcInes and controls a max.iliiuiic of 48 auG v e f14 finish f loor Co Centerliiic. TiGuiit ail receptacles a minimum of 1611 AFF to CeI"4L A—ia2 for JI-landicapped. c + c ,t i a a + ,.gee Equipiment Schedule and drawLngs for ocher mounting helgits. Provide ground fault circuit interrupter receptacles at all exterior locations and. at all outlets within 6� of sinikS or lavatories r.nvFRPT.ATRS : For Flush Mounted Devices: Leviton, Hubble, Sierra �� r +' nc n n n n�� + .. + +. E11.ectric 'CorporaC.lon IS -kine v.014r SICamped satire stainless Steel, type 3v2/3v4. Provide single Cover gang plates where two or more devices are located togetaier. . SAFETY S TTCHRS: Switches shall be square "D" General Electric or approved e qual. Provide disconnect switches at all remote equipment locations. 898-01 ELECTRICAL 1611V - 3 DEVTCE:S AND PLATES: General wiring devices and plates shall be manufactured by General Electric, Hubble, and Leviton or approved equal, and shall be similar to the following: MAILNUFACTUP.ER GE HUBBLE Quiet type switches 20A, 120/277 {W -S-896} 1 pole J9 J1 1221 3 way 5953 1223 Q„ + myp Switches r 0na,1`'0/277 u12- i e .) L-_ ieS iVl1 v i 1 pole 5991 3 way 5993 Duplex receptacle -grounding 15 amp 5262 5262 20 amp r1O° J362 -Isolated ground 15 lJ amp IG -5262 LO amp IG -5362 �laterproof duplex receptacle -grounding lw9 2V amp re Cept acJ. above Wlt11 9 2 2 6- 9 S J 2 V J Ground fault Circuit interrupter 2V am,p C77F-5352 Waterproof duplex receptacle -grounding GFCi as above *^ with waterproof VV Surge Sdt.NLeSS1Gii receptacle 1!"R 20 amp J 3 J 2 2V amp Single with isolated ground IG -5361 Ail ilgh_-L Switches shown adjacent to door jamli-Is Shall be Within 6"of Shown 3 atlib . 1'1ount all swl tcInes and controls a max.iliiuiic of 48 auG v e f14 finish f loor Co Centerliiic. TiGuiit ail receptacles a minimum of 1611 AFF to CeI"4L A—ia2 for JI-landicapped. c + c ,t i a a + ,.gee Equipiment Schedule and drawLngs for ocher mounting helgits. Provide ground fault circuit interrupter receptacles at all exterior locations and. at all outlets within 6� of sinikS or lavatories r.nvFRPT.ATRS : For Flush Mounted Devices: Leviton, Hubble, Sierra �� r +' nc n n n n�� + .. + +. E11.ectric 'CorporaC.lon IS -kine v.014r SICamped satire stainless Steel, type 3v2/3v4. Provide single Cover gang plates where two or more devices are located togetaier. . SAFETY S TTCHRS: Switches shall be square "D" General Electric or approved e qual. Provide disconnect switches at all remote equipment locations. 898-01 ELECTRICAL 1611V - 3 Fifa 011.100"4 4(03i w Switches shall meet Federal Specifications WS -865C for Type ND and T Underwriters' Laboratories listed. Switches shall be furnished in NEMA 1 general purpose enclosure unless otherwise specified. NEMA 3R (Ra 4ntight) switches shall be furnished as indicated and/or required by — N.E.C. Switches shall be horsepower rated for 240 V.A.C. Switches shall have visible blades so that the operator can see the open blades when the switch is in the open position. Switches shall be quick -made and quick -break such that, during normal operation of the switch, the operation of the contacts shall not be capable of being restrained by the operating handle after the opening or closing action of the contacts has started. The operating handle shall have positive padlocking provisions in the "OFF" position. Disconnects shall be as described above, less fuses. All disconnect switches to be fu.seable unless noted otherwise. Unit shall be equipped with three blades, three fuses, a full size insulated, groundable neutral and ground bus and Zinks as shown on plans. FUSES: This Contractor shall furnish and install all fuses necessary to l eave the installatJ-on, complete and in working order. All fuses shall be Bussman, dual -element and; or current limiting as indicated, unless - otherwise noted. Furnished to the Owner spare fuses, amounting to 30 of each size and type. WIRE: All conductors in, conduit unless otherwise noted or specified hall t 7 r y� r + �rmrt�+ a os + Shall be r�.E.1C. type ,rh copper, wLth conductivity equal 9180 that of pure Copper. All conductors and branch circuits shall be color coded in accordance with paragraph 210-5, Article 2101 of the N.E.C. The insulation on all wire and cable shall be rated at 6001 volts except for the low voltage control or switching circuits which may be rated at 3VV VoIts Number six (#6) and larger shall be stranded. A11 wire shall conform to the requiremens of ASTM, shall bear the U td nderwriters' approval and shall have size, Voltage, and Code markings stamped on insulation. Each conductor splice, connection, point, outlet, switch junction or pull point shall be an outlet box with cover or plate. -' OUTLET POVES: In general, all outlet boxes shall be concealed where possible, and shall be constructed of code gauge steel, galvanized inside — and outside. Bracket outlets shall be installed at a height shown, or, the plans, or as directed on the job. SWitcr, outlets shall be installed amour feet (4'-V) , above the finished floor, unless otherwise noted. Receptacle outlets shall be installed sixteen (16) inches above the floor, and �" above cabinet tops, unless otherwise noted. Where switches or outlets are shown to be located together, double, triple or equivalent type gang boxes shall be used. 090-02 ELECTR16110 - 4 ICAL PLECTETCAL. CONT r�* JUNCTIONBOXES: Where shown, or required, q , junction or pull boxes shall be provided, to facilitate pulling, splicing, taping, or nesting of conductors. Such boxes shall be of adequate size to suit the purpose Constructed Gf code gauge Steel, galvanized outside and inSide, or approved non-ferrous material and securely fastened to the building Structure, Lndependent of the condil L . -Boxes iriStalled outdoors shall be AR""+ weather-proof, with gasketed covers and corrosion resistant Screws. HANGERS TTGERS T TTrl S TT) P1DTS . T cl �.. shall _L 7,., � LLlZl\V i ALC 1 This CGritra��or wall furnish all necessary hangers, brac)ietS , claaTips , etc., as required to properly support all conduit and other devices and equipment in Such a manner as to prevent sag and undue strain. St,L't'VES ANT) INSERTS: c "Mechanical r�echarlical and Electrical Supplementary Conditions" L gill - !V LIGHTING FIXTURES: 1.-0 Co + + T1 4 ��ril rac -or shall furnish, install an'" wire lighting fixtures as shown and scheduled. Each future shall be complete with all necessary hangers, mounting devices, shades, stents, canopies, 1GUvers, reflectors, 'Lamps and other devices required. Fluorescent fixtures shall be equipped with high power factor energy saving ballasts with low noiselevel, class rrovide cold weather ballasts at fixtures located in unconditioned spaces. Susp ,a a fixtures shall be mounted + L-r� .qua enueu witij CarjGyleS arjd SteliiS, a� Calc height indicated. Lenses: vvliere acrylic lenses are Specified, provide im4Ln-LTiicliTi thickness of 0.125 inches. Imo: l7% 11 1 lamps are to be reduced wattage GE vvat-M4ser 11, Llte-vYjjlte. Dntrry-TNN: This Contractor shall rough -in, and mane final connections to, all items Gf Special equipment fuinisIled under other sections Of these SpeCifiCat_L , lie shall be responsible for m S 1C+1 Items which may be shown on pians or other than the electrical section, and/or SpeClfied in other Sect lolls of the Specifications ■tee This Contractor shah faiTiiiiarize himself with all requirements for such special devices, and shall include in his bid price all items which may be required uu nG 1�lrnis'Llhed/ ;ay the equipment manufacturer. 1l. Cnrrr\rrrmr� ' 1A l Wiring of e'v'ery description shall be run in conduit unless specifiA. cally noted or specified to the contrary. P! Conduits shall be concealed in all f1riiSjied par is of the building, conduits shall be neat and parallel With each other and with the linea of the building and shall be firmly secured in place by means of approved hangers, straps, and screws, and expansion shields where required. All conduits in concrete slabs shall be standard weight, rigid steel CGrl%A L, tjilrl-Wali t�ireadiess CGridUit With cGriCrete-tight4 — fittings may s■+ ono_01 n.r�CIr- nTCnr i6110 - 5 /1114 be used elsewhere. All cond'u'it shall be standardized or hot gal'v'anized on both exterior and interior surfaces. Where conduits terminate at distribution, junction or outlet boxes, they shall be secured thereto, with two locknuts and bushings. All openings in conduits larger than 2" diameter Shall have two locknuts and insulation bushings. All openings in conduit, immediately upon installation, shall be capped for protection against entry from foreign matter, pending pulling in wires. All cutting of conduits shall be done squarely with a hacksaw and not with a pipe cutter, the ends to be reamed and all burrs removed after the application of thread -cutting dies. All lateral runs of conduits whenever possible and practical shall be installed so as to provide a natural drain for condensation without pockets or traps where moisture may collect. Fish wise shall be left in all empty conduits. T 1 1 CGldul+s through roof shall be installed in time +7 be finished ed by the roofing contractor. Where conduit is installed in slabs, it tTiuSt be dGI'ie as soV^r'i as 1.GrIiiS are l .� + the + + v. F the l b in place ailu in SuC�'i a manner as to ilo4 impair 112 s4reilg4al ol. 4aac slab. CROUNDTNO. n 1 1 apr1Ia10E0, SW1tCiEs, receptacles, devices and other electrical equipment wired and connected by this contractor, shall be FFec+lvely effectively and permanently grounded in accordance with N.E.C. ard local codes. A green equipment grounding conductor shall be CGiiec+cu to all pane enclosures, motors, and other items of equipment requiring power. IrYAl\1\AL1TY. 1111) Contractor shall UG held responsible for all defects In equipment, materials, and workmarsLip for a per lou of Die ( i ) year after final acceptance of Job. He shah repair or replace any defects of material, equipment, or workmanship wi41aVu4 2xpeilSc 4G 411c owner uurll'ig the warranty period. 898-01 V :/V V ELECTRICAL 16110 - 6