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HomeMy WebLinkAboutResolution - 6172 - Contract - Rink's Lease Service Inc.- Annexation Water System Improvements - 01_28_1999Resolution No. 6172 Item No. 40 January 28, 1999 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 to install and furnish all materials and services as bid for the Annexation Water System Improvements — Phase 1, 2 & 3, between. the City of Lubbock and Rink's Lease Service, Inc., of Levelland, Texas, and all related documents. Said contract is attached hereto and incorporated in this Resolution as if fully set forth herein and shall be included in the minutes of the Council. Passed by the City Council this 28th day of January , 1999. k La WINbY ij •' ATT ST: Kaythi larnell, City Secretary APPROVED AS TO CONTENT: �Ltti Victor Kilmank Purchasing Manager APPROVED AS TO FORM: 1--- William de Haas, Competition and Contract Manager cp/ccdocs/rinks.res January 19, 1999 4e) ) � 0- CITY OF LUBBOCK SPECIFICATIONS FOR ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1, 2 AND 3 BID #98293 CITY OF LUBBOCK Lubbock, Texas � I CITY OF LUBBOCK INVITATION TO BID FOR TITLE: ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1, 2 AND 3 ADDRESS: LUBBOCK, TEXAS BID NUMBER: 98293 PROJECT NUMBER: 9131.9241.30000 CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL - BID UNIT PRICE 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 U) w w m O w U H O Z -MA " Sam am Iiis " " CA ua u NOTICE TO BIDDERS BID #98293 Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00 o'clockp.m. on the 12th day of January. 1999, 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: "ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1, 2 AND 3" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 28th day of January. 1999, 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 10 days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a pre -bid conference on 5th day of January, at 11:00 o'clock a.m., in the Engineering Conference Room 107, Lubbock, Texas 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 dui ���-- VICTOR KILMAN PURCHASING MANAGER Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street, Room L-04, Lubbock, Texas 79401; Telephone (806) 775-2167/Fax (806) 775-2164. LO L4 c G c Lil r GENERAL INSTRUCTIONS TO BIDDERS 2 3. GENERAL INSTRUCTIONS TO BIDDERS SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents for the ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1. 2 AND 3. CONTRACT DOCUMENTS All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. BIDDER INQUIRIES No bidder shall request any information verbally. All written requests for additional information or clarification concerning this bid must be addressed to: LAURA RITCHIE BUYER CITY OF LUBBOCK P.O. BOX 2000 LUBBOCK, TX 79457 FAX (806) 775-2164 5. TIME AND ORDER FOR COMPLETION The construction covered by the contract documents shall be fully completed within ( ) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to insure completion of the project within the time specified. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 7. AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 8. MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project. GUARANTEES All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants the year 2000 calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. The obligations contained herein apply to products and services provided by the Contractor, its sub -contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 10. PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 11. PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 12. TEXAS STATE SALES TAX This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or r4 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 14 Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 14. BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 15. EXPLOSIVES The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. Explosive materials shall not be stored or kept at the construction site by the Contractor. In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given 3 sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 16. CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 17. INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverage's shall be submitted prior to contract execution. The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. 18. LABOR AND WORKING HOURS Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate which must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 4 1 1 19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 20. 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. 21, PREPARATION FOR BID The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: (a) Bidder's name r (b) Bid for (description of the project). Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. ir- 22. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: ti (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). 5 (h) Specifications. (i) Insurance Certificates. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 23. QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock in regard to the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: 1. The ability, capacity, skill, and financial resources to perform the work or provide the service required. 2. The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. 3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. 4. The quality of performance of previous contracts or services. No Text BID SUBMITTAL UNIT PRICE BID CONTRACT PLACE: DATE: PROJECT NUMBER: #98293 - ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1, 2 AND 3 + Bid of LLQ.C� (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: The Bidder, in compliance with your invitation for bids for the construction of a a iez!, a;f-c� A having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time ' set forth therein and at the price stated in Exhibit "A", "B" and "C". The bidder binds himself on acceptance of his to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated in Exhibit "A", "B" and "C" of this bid. 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 400 ( FOUR HUNDRED) consecutive calendar days for Phase 1, 600 (SIX HUNDRED) consecutive calendar days for Phase 2, and 600 (SIX HUNDRED) consecutive calendar days for Phase 3 thereafter as stipulated in the specifications and other contract documents. All three (3) phases will begin at the same time and all will occur concurrently. Bidder hereby further agrees that as liquidated damages for delay (but not as a penalty), and in lieu of all actual damages, bidder shall pay Owner an amount equal to the sum of $1,000 (ONE THOUSAND) for each consecutive calendar day for each phase for the number of days from the contract date to actual "Substantially Complete" date. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 21 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of17-i Ejj M; ne v H Dollars ($ 31, 5oo.o 0 ), 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 ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. 7 ^�� Authorize&5ignature KIP m I D DLE -FCA (Printed or Typed Name) Rl 0 K'S LEASE SRAM CE , J:O C mRRan U �o)C '!•5�, Address L-9-VElr�-Arr,YD , gocKL y Cty i X A's coin State Zi Code Telephone: sob - 8 4- q 41 s Fax: 90b - 9 +- 3+Ci I (Seal if Bidder is a Corporation) ATTEST: Secretary Bidder acknowledges receipt of the following addenda: Addenda No. I Date 11-50-99 Addenda No. — Date 1-4-9 y Addenda No. Date Addenda No. Date EXHIBIT "A" ANNEXATION WATER SYSTEM IMPROVEMENTS BID SHEET PHASE 1 ITEM QTY UNIT DESCRIPTION UNIT PRICE EXTENDED COST 1 360 LF Installation of 6" pipe 3. 2.1 15 5. (a D 2 2645 LF Installation of 8" pipe q • 16 11,003.20 3 7045 LF Installation of 10" pipe 4.1( .3 1, IfZD.'7U 4 0 LF Installation of 12" pipe q. � b 5 12182 LF Installation of 16" pipe b • o D 73 D9 Z. 00 6 2 EA Installation of fittings for 6" pipe 53.00 10 6.0 0 7 13 EA Installation of fittings for 8" pipe (0.00 78 0. 00 8 15 EA Installation of fittings for 10" pipe 9 g . 0 0 6490.00 9 0 EA Installation of fittings for 12" pipe 135.00 10 29 EA Installation of fittings for 16" pipe 19 5.00 5 655• D 0 I 1 24 EA Installation of fire hydrants 2'Lg•Op 5, s? ).. D 12 21 EA Installation of 6" valves 1 53.00 q'1.5• 00 13 9 EA Installation of 8" valves 7a.00 649. D 0 14 7 EA Installation of 10" valves I ' 4.D0 11 0 08.0 D 15 0 EA Installation of 12" valves 1 G (o • 00 16 11 EA Installation of 16" valves 00-00 a a o 0-00 17 200 LF Curb and gutter repair 13 5- a ? 0 D• oo 18 450 SY Asphaltic concrete pavement repair p 13, 500 OD 19 315 LF Provide, bore and install 26" dia. Steel casing, min. 0.25" thick. % • DD 3 0,8 r7 0. 0 0 20 1 LS Trench protection 300 t7 • D 310 0 0.0 0 TOTAL BID PRICE 185 Da.S 5� AUTHO ED SIGNATURE EXHIBIT "B" PHASE 2 ITEM QTY UNIT DESCRIPTION UNIT PRICE EXTENDED COST 1 1900 LF Installation of 6" pipe 3.11 b 0 019• D D 2 8760 LF Installation of 8" pipe ►{ .1 in 3 b � 4 1 . % 0 3 16735 LF Installation of 10" pipe 1�16 •) 0 4 0 LF Installation of 12" pipe (� 6 5 15845 LF Installation of 16" pipe (. 00 q 5. 0 q 0.0 0 6 8 EA Installation of fittings for 6" pipe 53.00 eta 4. OD 7 33 EA Installation of fittings for 8" pipe moo 1 q 8 0 . o 8 49 EA Installation of fittings for 10" pipe g y• DO g 0 Z• d p 9 0 EA Installation of fittings for 12" pipe 13 5.0 0 10 54 EA Installation of fittings for 16" pipe 195.0 o 10 5 3 0. 0 D 11 55 EA Installation of fire hydrants a ag.00 1 a, 5L- 0. 0 0 12 45 EA Installation of 6" valves IFS •00 a 0 2.5.0 0 13 25 EA Installation of 8" valves a . D 1 , 8 0 0.0 0 14 15 EA Installation of 10" valves I ��'1'.00 d I G D. 00 15 1 EA Installation of 12" valves I Wo. 0 D 16 18 EA Installation of 16" valves 0 0. 03, (0 0.00 17 200 LF Curb and gutter repair i 3.51) 1, 100- 0 d 18 500 SY Asphaltic concrete pavement repair 30.00 15, 0 D 0• D D 19 300 LF Provide, bore and install 14" dia. Steel casing, min. 0.25" thick. 4'-, 00 13 , 2D0. 0 0 20 400 LF Provide, bore and install 16" dia. Steel casing, min. 0.25" thick. 50.00 10, 0 0 0. DO 21 310 LF Provide, bore and install 20" dia. Steel casing, min. 0.25" thick. �1 to • 0 D a3, 5(p 0.00 22 200 LF Provide, bore and install 26" dia. Steel casing, min. 0.25" thick. q 8 -00 I q , (0 0 0. 0 0 24 1 LS Trench protection 3, 00 D • 00 3, 0 0 0. DO TOTAL BID PRICE 34.q, 33 5. 7 0 AUTHO ED SIGNATURE 1 1 1 6 J EXHIBIT "C" PHASE 3 ITEM QTY UNIT DESCRIPTION UNIT PRICE EXTENDED COST 1 2645 LF Installation of 6" pipe a, 3,49 2 3155 LF Installation of 8" pipe 13, I Zi .80 3 16615 LF Installation of 10" pipe l}. 14, 10 2.• 9 0 4 14145 LF Installation of 12" pipe �}.(�(� � 5 0115.'10 5 5345 LF Installation of 16" pipe .00 6 1 6 EA Installation of fittings for 6" pipe 53100 3 18.OD 7 19 EA Installation of fittings for 8" pipe & 0. op I ' -0. 00 8 47 EA Installation of fittings for 10" pipe Dig .0v 6 0 &- 00 9 23 EA Installation of fittings for 12" pipe 13 5. 0 0 3, I 0 5. O o 10 16 EA Installation of fittings for 16" pipe 19 5.00 3 12.0.0 D 11 46 EA Installation of fire hydrants .00 16 `t-SS • D 0 12 40 EA Installation of 6" valves 45-OD go 0 0 0 13 15 EA Installation of 8" valves q Z • 00 I , 6 $ 0• 06 14 16 EA Installation of 10" valves I +if- OD 213 0 It . 0 D 15 15 EA Installation of 12" valves 1(9(9.00 a, g0.OD 16 4 EA Installation of 16" valves z 0 0.00 8 0 0.O D 17 200 LF Curb and gutter repair 13. 50 a,l 0 0. 0 18 500 SY Asphaltic concrete pavement repair 3 0.0 0 1 5,000.06 19 1 LS Trench protection 30 0 0 . DO 3, 00 D • 0 TOTAL BID PRICE L5 65 4•8S AUTHORfZED SIGNATURE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. LIST OF SUBCONTRACTORS Minority Owned Yes No ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 ten (10) 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. FCI P M I D D L. ETo d -For -,I K 15 Contr or (Signature) Contractor (Print) CONTRACTOR'S NAME: RIKK'S Lv E S I; S ER,V I E TN Ci - (Print or Type ) CONTRACTOR'S ADDRESS: P. I) • 130X L1 5% 6 L,"E 1J A-rJ D, TAX h s M 3 6 Name of Agent/Broker: SANEOR.D -USI,t,A(1M AGE-fiC Address of Agent/Broker: P-0 - 3 Q X fo y-q 90 City/State/Zip: LtiLtb $ O Gi I i tFXA S q 9 I-L 1-42 9 0 N Agent/Broker Telephone Number: Date: I I C) 1 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 #98293 - ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1, 2 AND 3 C C PAYMENT BOND �� 0 e c a BOND CHECK BEST RATING LICENS D IN TEXAS BATE' BY ib�-, L� 1 0 I, IBond #TX 0928637 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE J(CONTRACTS MORE THAN $25,000) Rink's Lease Service, Inc. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s). and Universal Surety of America (hereinafter called the Surety(s), as Surety(s), are held and firmly bound uugto thek f ock (hereinafter called the Obligee), in the amount of Seven hundred eighty thousands ( lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the28th day of January .19 99,to Bid #98293 - annexation water system improvements - Phase 1, 2 and 3 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in J the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all j claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said J 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 seated this instrument this 1 Oth day of February 19 99 . rtnive esal qurPty of America Rink's Lease Service Inc. Surety Principal .By�l'r'j� g r4�%Il G�j By. c (Title) Kim McConnell, Attorney -in -Fact (Title) J By. (Title) By: (rue) .� t 5 h h n so I The iindersioned suretv company represents that it is duty qualified to do business in Texas, and hereby designates Ron Rosignol 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. Universal Surety of America Approved as to form: City of Lubbock By: City Attorney Surety ' By: �f% /�i (/ t (Title) Kim McConnell, Attorney —in —Fact ' 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. Bt U' VERSAL SURETY OF AMER ARMNMMKBMMMM2021 UNIVERSAL SURETY OF AMERICA P.O. BOX 1068 -Houston, Texas 77251-1068 GENERAL POWER OF ATTORNEY - CERTIFIED COPY abmxumbff TX 0928637 00 Know All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under the laws of hate of Texas, and having its principal office in Houston, Texas, does by these presents make, constitute and appoint Kim McConnell ue and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and ,er bonds for: Principal: Rink's Lease Service, Inc. Obligee: City of Lubbock Amount: $780,016.05 c; and to bind the company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the ..� company and duly attested by its secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do within the above stated limitations. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of Universal Surety of America at a meeting held on the 11 th day of July, 1984. C Coln "Be It Resolved, that the President, and any Vice President, Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company." "RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by facsimilie to any power of attorney of the corporation, and that such printed facsimilie signature and seal shall be valid and binding upon the corporation." In Witness Whereof, Universal Surety of America has caused these presents to be signed by its President, Jack McReynolds and its corporate seal to be hereto affixed this 2nd day of January, A.D.,1998. State of Texas ss: County of Harris UNIVERSAL SURETY OF AMERICA y'... 44,4--- k McReynolds President On this 2nd day of January, in the year of 1998, before me Estela Leija, a notary public, personally appeared Jack McReynolds, personalty known to be the person who executed the within instrument as President, on behalf of the corporation therein named and acknowledged to me that the corporation executed it. 1, the undersigned Secretary of Universal Surety of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in affect. GIVEN under my hand and the seal of said company, at Houston, Texas, this 10TH day of FEBRUARY Ig 99 For verification of the authority of this power you may telephone (713) 7224600. UNIVERSAL SURETY OF AMERICA PERFORMANCE BOND BOND CHECK BEST RATING LICE I TEXAS C I� GAT Y dE ..� Bond #TX 0928637 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) Rink's Lease Service, Inc. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and Universal Surety of America (hereinafter called the Surety(s), as Surety(s), are held and firmly bowNw bbock (hereinafter called the Obligee), in the amount ofSeven hundred eighty thousand oYla shNA . o�ft .05) lawful money of the I United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the28tbday of I January ,1999to Bid #98293 -annexation water system improvements - Phase 1, 2 and 3 it and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. ' NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully I perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. i I .I L PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabiiities 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 10th - Jl day of —_February 11999 Universal Surety of America Rink's L s Service, Inc. Surety Principal By: By (Title) Kim McConnell, Attorney -in -Fact Title) By: (Title) By (Title) 7 ",:xti�asroeo'r�t � �ar•tu.R • tic c c,n�: The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Ran Rosignol 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. Approved as to Form City of Lubbock By: City Attorney Universal Surety of America Surety 'By:, �? (Title) Kim McConnell, Attorney -in -Fact • !Vote: 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 Q rn Z 9 U' V E R S A L SURETY OF AMER kXK8W==202W202j UNIVERSAL SURETY OF AMERICA P.O. BOX 1068 -Houston, Texas 77251-1068 GENERAL POWER OF ATTORNEY - CERTIFIED COPY 9ZN—b. TX 0928637 00 Know All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Texas, does by these presents make, constitute and appoint Kim McConnell its true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver bonds for: Principal: Rink's Lease Service, Inc. Obligee: City of Lubbock Amount: $780,016.05 and to bind the company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the company and duly attested by its secretary, hereby ratifying and confuming all that the said Attomey(s)-in-Fact may do within the above stated limitations. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of Universal Surety of America at a meeting held on the 1 Ith day of July,1984. "Be It Resolved, that the President, and any Vice President, Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company." "RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by facsimilie to any power of attorney of the corporation, and that such printed facsimilie signature and seal shall be valid and binding upon the corporation." In Witness Whereof, Universal Surety of America has caused these presents to be signed by Its President, Jack McReynolds and its corporate seal to be hereto affixed this 2nd day of January, A.D.,1998. UNIVERSAL SURETY OF AMERICA > 0.* ., c.. , 70 �' C7 ,��� : • Jack McReynolds V President State of Texas ss: County of Barris On this 2nd day of January, in the year of 1998, before me Estela Leija, a notary public, personally appeared Jack McReynolds, personally known to be the person who executed the within Instrument as President, on behalf of the corporation therein named and acknowledged to me that the corporation executed it. ESn&A UB 111 COA40L-4 1(w MY IYM9$g110tPgF,S ar 00"WA If a am Notary Public I, the undersigned Secretary of Universal Surety of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in affect. ■ GIVEN under my hand and the seal of said company, at Houston, Texas, this LOTH day of FEBRUARY 19 99 }AsCistant Secretary For verification of the authority of this power you may telephone (713) 7224600. LMOMMONSM20M U N I VERSAL S U R E T Y 0 F AMERICAt'AJ L. L LEA La M m am &a Lam ...::,y...:......:::::....:::......... A:.....:;,..,:..,..::::,::. r PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Sanford Insurance Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. BOX 64790 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Lubbock, TX 79464 COMPANY A BITUMINOUS CASUALTY CORP (806) 792-5564 INSURED RINK'S LEASE SERVICE, INC. COMPANY B FINANCIAL INS. CO. OF AMERICA P.O. BOX 456 COMPANY C LEVELLAND TX 79336 COMPANY D >#[zz >`<?<»ii2iii3E>#TEE#iE#c<:>>> <"E?>>»»;><><>'`»[>>ri2E<`:'E?>><#jEEE''>>; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MIIVDD/YY) POLICY EXPIRATION DATE (MWDD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG A COMMERCIAL GENERAL LIABILITY CLP3025423 0 5 /2 4 /9 8 0 5 /2 4 /9 9 s2,000,000 CLAIMS MADE FxI OCCUR PERSONAL & ADV INJURY $2,000,000 EACH OCCURRENCE s2,000,000 OWNER'S 8 CONTRACTOR'S PROT FIRE DAMAGE (Any one fire) $50,000 MED EXP (Any one person) s5,000 A AUTOMOBILE LIABILITY ANY AUTO CA P2542351 0 5 /2 4 /9 8 0 5 /2 4 /9 9 COMBINED SINGLE LIMIT $1 r000,0� X BODILY KIURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY KIURY (Per accidenp HIRED AUTOS NON -OWNED AUTOS $ X PROPERTY DAMAGE $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ A EXCESS LIABILITY X UMBRELLA FORM OTHER THAN UMBRELLA FORM B990200858 0 2 /11 /9 9 0 5 /2 4 /9 9 EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 S B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ Firl INCL PARTNERS)EXECUTIVE - OFFICERS ARE: EXCL WC-0123-98 0 4 /21 /9 8 0 4 /2 1 /9 9 STATUTORY LIMITS ..:: . FACN AccloENr 51,000,000 DISEASE - POLICY LIMIT $1,000,000 DISEASE - EACH EMPLOYEE $1,000,000 ' OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICUMSPECIAL ITEMS CERTIFICATE HOLDER HAS BLANKET WAIVER OF SUBROGATION ON AUTO, GL, AND WC AND IS BLANKET ADDITIONAL INSURED ON AUTO AND GL AS REQUIRED BY WRITTEN CONTRACT. EI3TIFI' ATE..H.' DEB....:;':::.>::>::::::. -.:: ;.:.:;;; :.:> :>•:: ::.:;:> ;.;:;>;;;:.;:.;:::.. A. ;:.>:<.;::. :;� :.::.:::::.;. _. .. _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF LUBBOCK BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 0116—"Y KIND UPON THE COMPAN�RS AGENTS OR REPRESkfITATWES. P.O. BOX 2000 AUTHORDFD LUBBOCK TX 79457 i - P 0 Box 2000 Lubbock, TX 79457 TYPE OF INSURANCE ERTY CAUSES OF LOSS BASIC BROAD SPEC E GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR OWNER'S 3 CONTRACTOR'S PROT AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS AUTO PHYSICAL DAMAGE DEDUCTIBLE COLLISION' OTHER THAN COL: GARAGE LIABILITY ANY AUTO EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY SPECIAL CONDITIONS/ OTHER COVERAGES 11 RETRO DATE FOR CLAIMS MADE; ALL VEHICLES RETRO DATE FOR CLAIMS MADE: or Rink's Lease Service, Inc, COVERAGE/FORMS AMOUNT DEDUCTIBLE COINS % SCHEDULED VEHICLES MORTGAGEE LOSS PAYEE GENERAL AGGREGATE ... ........... ................................................. $....... PRODUCTS - COMPIOP AGG $ PERSONAL & ADV INJURY ....................................................._.. $........... EACH OCCURRENCE .... .......I ........... $ ...... FIRE DAMAGE (Any one }ire) ................................................................................. $ MED EXP (Any one person) $ COMBINED SINGLE LIMIT ............................_....... ..I .......... $ I.. ..... ........ .,..._ BODILY INJURY (Per person) S BODILY INJURY (Per accident) .................................................................................. S PROPERTY DAMAGE I. .. ........ ................... $ .. MEDICAL PAYMENTS :.......... .......................... ............................................... ...... S :PERSONAL INJURY PROT ...... .................. ......... ....... ............ S ..,. . UNINSURED MOTORIST .......... ...................................... $ :................................... $ ACTUAL CASH VALUE STATED AMOUNT $ OTHER AUTO ONLY - EA ACCIDENT :$ OTHER THAN AUTO ONLY: ..................................................................................... EACH ACCIDENT ' S AGGREGATE f EACH OCCURRENCE ... $ AGGREGATE ..... .......... ........................ .................. S ............................. SELF -INSURED RETENTION $ STATUTORY LIMITS EACH ACCIDENT $ DISEASE . POLICY LIMIT .............................................................................. $ ...... DISEASE • EACH EMPLOYEE 1 $ ADDITIONAL INSURED S t CONDITIONS This Company binds the kind(s) of insurance stipulated on the reverse side. The Insurance is subject to the terms, conditions and limitations of the policy(ies) in current use by the Company. This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company stating when cancellation will be effective. This binder may be cancelled by the Company by notice to the Insured in accordance with the policy conditions. This binder is cancelled when replaced by a policy. If this binder is not replaced by a policy, the Company is entitled to charge a premium for the binder according to the Rules and Rates in use by the Company. Applicable in California When this form is used to provide insurance in the amount of one million dollars ($1,000,000) or more, the title of the form is changed from "Insurance Binder' to "Cover Note". Applicable in Delaware The mortgagee or Obligee of any mortgage or other instrument given for the purpose of creating a lien on real property shall accept as evidence of insurance a written binder issued by an authorized insurer or its agent if the binder includes or is accompanied by: the name and address of the borrower; the name and address of the lender as loss payee; a description of the insured real property; a provision that the binder may not be canceled within the term of the binder unless the lender and the insured borrower receive written notice of the cancel- lation at least ten (10) days prior to the cancellation; except in the case of a renewal of a policy subsequent to the closing of the loan, a paid receipt of the full amount of the applicable premium, and the amount of insurance coverage. Chapter 21 Title 25 Paragraph 2119 Applicable in Nevada Any person who refuses to accept a binder which provides coverage of less than $1,000,000.00 when proof is required: (A) Shall be fined not more than $500.00, and (B) is liable to the party presenting the binder as proof of insurance for actual damages sustained therefrom. No Text ICONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 28" day of January. 1999 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 Rink's Lease Service. Inc. of the City of Levelland. County of Hockley and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID #98293 - ANNEXATION WATER SYSTEM IMPROVEMENTS - PHASE 1, 2 AND 3 - $780,016.05 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. A ST: S cret APP S TO O IT�JT: Owner's Representative APPRO ED AS TO FORM: 'City Attorney ATTEST: Corporate Secretary CONTRACTOR: RINK'S LEASESERVICE, I C. By: PRINTED NAME: KI P In I D 1) L E-T-00 TITLE: V IC.0 3 R,.ES 1 D IE-Iy7— COMPLETE ADDRESS: Rink's Lease Service, Inc. P.O. Box 456 Levelland, Texas 79336 r+ 71 I t C E 1 1 I I 1 11 GENERAL CONDITIONS OF THE AGREEMENT 1 GENERAL CONDITIONS OF THE AGREEMENT OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit RINK'S LEASE SERVICE. INC. who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative CHESTER CARTHEL, CHIEF ENGINEER, so designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 11 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. 11 11 8. CONTRACTOR'S RESPONSIBILITIES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 2 14 15. 16 OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 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. ti 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 bome by the Contractor at its own cost and expense. 18. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. 4 Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not ' in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - 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 Owner or Owner's Representative, or by 0 them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C)(1). If Contractor does not notify Owner's Representative prior to the commencement any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative prior to bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 6 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 0* Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable �. provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver.. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of 2,000,000.00 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard 7 Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. For bodily injuries, including accidental death and or property damage, $2,000,000.00 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $1,000,000.00 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance/Installation Floater Insurance The Contractor shall obtain a Builder's Risk policy in the amount of 0.00% of the total contract Brice (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 $1,000,000.00 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000.00. 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 8 provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of 6 coverage ends during the duration of the project. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (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: 0 (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. 10 (8) (9) t r If policy limits are paid, new policy must be secured for new coverage to complete project. A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: 11 REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 5121440-3789 to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage;" and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (1i) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter: 12 r (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN, AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 13 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes. in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $1,000 (ONE THOUSAND) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 14 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. M 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. 15 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any 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 PAYIV1ENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 16 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 The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 17 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. 18 r, V I In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies which remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 1 19 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 20 CURRENT WAGE DETERMINATIONS Resolution \o. 5121 March 14, 1996 Item #19 WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public works contracts for the City of Lubbock in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and WHEREAS, such wage rates were established by Resolution No. 719 enacted February 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by Resolution No. 2502 enacted January 8. 1987; and WHEREAS, such rates need to be updated at the present time in order to reflect the current prevailing rate of per diem wages; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Exhibit C. Overtime Rate Exhibit D: Weekend and Holiday Rate Such wage rates are hereby found and declared to be the general prevailing rate of per diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. Passed by the City Council this 14th ATTEST: Betty M. k4inson. City Secretary APPROVED AS TO CONTENT: — -7/� alel� Mary Andrks, Managing Director of Human Resources APPROVED AS TO FORM: 444,0& ��, a old Willard, Assistant City Attorney HW:da/ccdocs/pubworks.res February 14. 1996 , 1996. YOR 2 1 I 1 L .11_. 0 . City of Lubbock Building Construction Trades Prevailing Rates I Craft Hourly Rate Acoustical Ceiling Installer 10.00 Air Conditioner Installer 11.00 Air Conditioner Installer -Helper 5.50 Asbestos Worker 8.00 Asbestos Supervisor 11.00 Bricklayer 11.00 Bricklayer -Helper 6.00 Carpenter 11.00 Carpenter -Helper 6.00 Cement Finisher 7.50 Drywall Hanger 10.00 Electrician 13.00 Electrician -Helper 6.00 Equipment Operator -Heavy 8.50 Equipment Operator -Light 7.50 Floor Installer 8.50 Glazier 8.00 Insulator-Piping/Boiler 9.00 Insulator -Helper 5.50 Iron Worker 8.00 Laborer -General 5.50 Mortar Mixer 5.50 Painter 9.50 Plumber 10.50 Plumber -Helper 6.00 Roofer 8•00 Roofer -Helper 5.50 Sheet Metal Worker 8.75 Sheet Metal Worker -Helper 5.50 Welder -Certified 10.00 ap I EXHIB IT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 6.00 Asphalt Shoveler 5.50 Concrete Finisher 7.35 5.75 Concrete Finisher -Helper Electrician 10.50 Nagger 5.50 Form Setter 6.50 Form Setter -Helper 5.50 Laborer -General 5.50 Laborer -Utility 6.25 Mechanic 7.25 Mechanic -Helper 5.50 Power Equipment Operators Asphalt Paving Machine 7.00 Bulldozer 7.00 rConcrete Paving Machine 7.00 Front End Loader 6.50 Heavy Equipment Operator 7.00 Light Equipment Operator 6.50 Motor Grader Operator 8.50 Roller 6.00 Scraper 6.50 Tractor 6.50 Truck Driver -Light 6•00 Truck Driver -Heavy 6.50 1 1 1 1 f Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. EJHEBTT D Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is 1 1/2 times base rate. Z O H Q U LL U W a U i 1 1 1 1 1 1 1 1 1 1 1 1 1 ANNEXATION WATER SYSTEM IMPROVEMENTS PHASE 1, 2 AND 3 Prepared by WATER UTILITIES ENGINEERING CITY OF LUBBOCK December 9, 1998 C� �HE oat Tt �/ rx/ q,kl - � x, 'ae�wreiawwia�.�.e R T. CAPI'll Et eBaeue.•o.....J... 66468 / r TABLE OF CONTENTS ANNEXATION WATER SYSTEM INSTALLATION SPECIFICATIONS DIVISION 1 — GENERAL REQUIREMENTS 01010 Summary of Work 01019 Contract Considerations 01039 Coordination and Meetings 01090 Reference Standards 01300 Submittals 01410 Testing Laboratory Services 01650 Starting of Systems 01700 Contract Closeout DIVISION 2 — SITE WORK 02231 Aggregate Base Course 02513 Asphaltic Concrete Paving 02521 Concrete Curbs, Gutters and Sidewalks 02665 Water Systems Piping, Valves, Fittings and Accessories 02666 Disinfection of Potable Water Systems DIVISION 3 — CONCRETE (NOT USED) DIVISION 4 — MASONARY (NOT USED) DIVISION 5 — METAL (NOT USED) DIVISION 6 — WOOD AND PLASTICS (NOT USED) DIVISION 7 — THERMAL AND MOISTURE PROTECTION (NOT USED) DIVISION 8 — DOORS AND WINDOWS (NOT USED) DIVISION 9 — FINISHES (NOT USED) DIVISION 10 — SPECIALTIES (NOT USED) DIVISION I I — EQUIPMENT (NOT USED) DIVISION 12 — FURNISHINGS (NOT USED) DIVISION 13 — SPECIAL CONSTRUCITON (NOT USED) 2 2 4 4 4 4 2 3 3 4 9 13 3 Annex Water System 00100-1 Dec 98 DIVISION 14 — CONVEYING SYSTEMS (NOT USED) DIVISION 15 — MECHANICAL (NOT USED) DIVISION 16 — ELECTRICAL (NOT USED) Annex Water System 00100-2 Dec 98 I. SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.1 RELATED DOCUEMNTS A. Drawings, General Conditions of the Agreement and Division 1 — General Requirements. 1.2 SECTION INCLUDES A. Work covered by Contract Documents. B. Products furnished by Owner. C. Work performed by Owner. D. Contractor use of site. E. Work sequence. F. Owner acceptance of work. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Description: The Work is divided into 3 separate but integrated Phases. All Phases will be constructed concurrently and must integrate into a complete and functional system. The total Work of the project involves the installation of approximately 107,377 feet of water distribution pipe and fittings in diameters ranging from 6 to 16 inch. Installation of 125 fire hydrants. Installation of 242 gate valves from 6 to 16 inches in diameter and valve boxes. Disinfection of water lines. Paving repair. Boring for 1,525 feet and installation of casing in diameters from 10 to 21 inches. Other Work as might be necessary to complete the installation of the water system. B. Miscellaneous products as necessary to provide a complete and functional installation. C. Other work items necessary for the safe and orderly completion of the work; such as, traffic control, safety measures, trench protection, etc. 1.4 PRODUCTS FURNISHED BY OWNER A. The Owner will provide the following products to be installed by the Contractor: 1. Water distribution system pipe: 6, 8, 10, 12, and 16-inch diameter. Annex Water System 01010-1 Dec 1998 2. Gate valves: 6, 8, 10, 12, and 16-inch diameter. 3. Fittings for 6, 8, 10, 12 and 16-inch diameter pipe. 4. Water line marking tape. 5. Water for hydrostatic testing and disinfection. B. Owner's Responsibilities 1. Deliver to Contractor all product data, manufacturer's installation instructions and operation and maintenance data for all products furnished by Owner. 2. Arrange and pay for product delivery of products to site. 3. Upon delivery, inspect products jointly with the Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturer's services. C. Contractor's Responsibilities 1. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 2. Handle, store, and install products. 3. Repair or replace any products damaged while under the care of the Contractor. 1.5 CONTRACTOR USE OF SITE A. Limit construction activities to the right of way and easements available. 1.6 WORK SEQUENCE A. Coordinate the construction schedule with the Owner. 1.7 OWNER ACCEPTANCE A. Owner, at it's own discretion, may accept portions of the work before the entire project is complete. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used Annex Water System END OF SECTION 01010-2 Dec 1998 SECTION 01019 CONTRACT CONSIDERATIONS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 — General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Schedule of values. B. Application for Payment. C. Change Procedures. D. Measurement and Payment- unit prices. 1.3 RELATED SECTIONS A. Section 01300 —Submittals: Schedule of Values. 1.4 APPLICATIONS FOR PAYMENT A. Submit three copies of each application on form approved by the engineer. B. Payment Period: As defined in Owner -Contractor agreement. C. Include one copy of waiver of liens from each subcontractor. 1.5 CHANGE PROCEDURES A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time, as described in the General Conditions of the agreement, by issuing Engineer's Supplemental Instruction. B. The Engineer may issue a Construction Change Request which involves a detailed description of a proposed change with supplementary or revised Drawings and specifications and a change in Contract Time for executing the change. Contractor will prepare and submit an estimate within 7 days. C. The Contractor may propose a change by submitting request for change to the Engineer, describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Annex Water System 01019-1 Nov 1998 D. Change Order Forms: As provided by the City of Lubbock. E. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.6 MEASUREMENT AND PAYMENT - UNIT PRICES A. Authority: Measurement methods are delineated in the individual specification sections. B. Take measurements and compute quantities. The Engineer will verify measurements and quantities. C. Unit Quantities: Actual quantities provided will determine payment. D. Payment Includes: Full compensation for required labor, Products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work, the Engineer will direct an appropriate remedy or adjust payment. 1.7 ALTERNATES A. Alternates quoted on Bid Forms will be reviews and accepted or ' rejected at the Owner's option. Accepted Alternates will be identified in Owner -Contractor Agreement. B. Coordinate related work and modify surrounding work as required. C. Schedule of Alternates: As indicated in the attachment to the Bid Submittal. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Annex Water System 01019-2 Nov 1998 F �; IPART 1 GENERAL SECTION 01039 COORDINATION AND MEETINGS 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 — General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Coordination B. Field engineering. C. Preconstruction meeting. D. Progress meetings. E. Preinstallation meetings. F. Cutting and patching. 1.3 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of the Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Verify that utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion. D. After Owner occupancy of facilities, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.4 FIELD ENGINEERING A. Locate and protect survey control and reference points. B. Verify setbacks and easements, confirm drawing dimensions and elevations. C. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. Annex Water System 01039-1 Nov 1998 1.5 PRECONSTRUCTION MEETING A. Engineer will schedule a meeting after Notice to Proceed. B. Attendance Required: Owner, Engineer, Contractor and major Subcontractors. C. Agenda: 1. Designation of personnel representing the parties in Contract and the Engineer. 2. Procedures and processing of field decisions, submittals, substitutions, Applications for payments, proposal request, Change Orders and Contract closeout procedures. 3. Scheduling. a. Use of premises by Owner and Contractor. b. Owner's requirements. C. Construction facilities and controls provided by the Owner. d. Security and housekeeping procedures. e. Schedules. f. Procedures for testing.. g. Procedures for maintaining record documents. h. Requirements for start up of systems. i. Inspection and acceptance of equipment put into service during construction period. D. Engineer will record minutes and distribute copies within five days after meeting to participants and those affected by decisions made. 1.6 PROGRESS MEETINGS A. Engineer will administer meetings throughout progress of the Work at minimum, monthly intervals. B. Engineer will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings. C. Attendance Required: Job superintendent, major Subcontractors and suppliers, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observation, problems, and decisions 4. Identification of problems which impede planned progress. 5. Review of submittals schedules and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. Annex Water System 01039-2 Nov 1998 I 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. E. Engineer will record minutes, and distribute copies within five days to Engineer, participants, and those affected by decisions made. ' PART 2 PRODUCTS Not Used. I. PART 3 EXECUTION ' Not Used. 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for Subsequent Work. Beginning new Work means acceptance of existing conditions. B. Examine and verify specific conditions described in individual specification sections. C. Verify that utility services are available, of the correct characteristics, and in the correct location. 3.2 CUTTING AND PATCHING A. Employ skilled and experienced installer to perform cutting and patching. B. Submit written request in advance of cutting or altering elements which affects: 1. Structural integrity of element. 2. Integrity of weather -exposed or moisture -resistant elements. 3. Efficiency, maintenance, or safety of element. 4. Visual qualities of sight -exposed elements. 5. Work of Owner or separate contractor. C. Execute cutting, fitting and patching, including excavation and fill; to complete Work, and to: 1. Fit the several parts together, to integrate with other Work. 2. Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and non -conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetrations of mechanical and electrical Work. C. Execute work by methods which will avoid damage to other Work, and to provide proper surfaces to receive patching and finishing. Annex Water System 01039-3 Nov 1998 D. Execute work by methods which will avoid damage to other Work, and to provide proper surfaces to receive patching and finishing. E. Cut rigid materials using masonry saw or core drill. F. Restore Work with new products in accordance with requirements of Contract Documents. G. Fit Work tight to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit. H. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit. I. Identify any hazardous condition exposed during the Work to the Engineer for decision or remedy. END OF SECTION Annex Water System 01039-4 Nov 1998 SECTION 01090 REFERENCE STANDARDS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 — General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Quality assurance. B. Schedule of refernces. 1.3 QUALITY ASSURANCE A. For products or workmanship specified by asociation, trade, or other concensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents. C. Should specified reference standards conflict with Contract Documents, request clarification from Owner before proceeding. 1.4 SCHEDULE OF REFERENCES AASHTO American Association of State Highway & Transportation Officials 444 North Capitol Street, N.W. Washington, DC 20001 ACI American Concrete Institute Box 19150 Reford Station Detroit, MI 48219 AGA American Gas Association 1515 Wilson Blvd. Arlington, VA 22209 AGC Associated General Contractors of America 1957 E. Street, N.W. Washington, DC 20006 Annex Water System 01090-1 Nov 1998 AISC American Institute of Street Construction 400 North Michigan Avenue Eighth Floor Chicago, IL 60611 AISI American Iron and Steel Institute 1000 16"' Street N.W. Washington, DC 20036 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 ASME American Society of Plumbing Engineers 345 East 470' Street New York, NY 10017 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWS American Welding Society 550 LeJeune Road, N.W. Miami, FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 CFR Code of Federal Regulations North Capital Street between G & H Streets, NW Washington, DC 20402 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60195 DOT Department of Transportation 400 Seventh Street, SW Washington, DC 20590 EJCDC Engineers' Joint Contract Documents Committee American Consulting Engineers Council 1015 15`h Street, N.W. Washington, DC 20005 EJMA Expansion Joint Manufactures Association 25 North Broadway Tarrytown, NY 10591 EPA Environmental Protection Agency 401 M. Street, SW Washington, DC 20460 Annex Water System 01090-2 Nov 1998 FCC Federal Communications Commission 1919 M. Street, NW Washington, DC 20554 FM Factory Mutual System 1151 Boston -Providence Turnpike P.O. Box 688 Norwood, MA 02062 FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, DC 20407 MIL Military Specification Naval Publication and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 NBS National Bureau of Standards (U.S. Department of Commerce) Gaithersburg, MD 20234 NEC National Electric Code (by NFPA) NEMA National Electric Manufacturers' Association 2101 V Street, N.W. Washington, DC 20037 NFPA National Fire Proctection Association Battery March Park Quincy, MA 02269 NSF National Sanitation Foundation 3475 Plymouth Road P.O. Box 1468 Ann Arbor, MI 47106 OSHA Occupational Safety and Health Administration (U.S. Department of Labor) Government Printing Office Washington, DC 20402 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077 WRI Wire Reinforcement Institute 8361 A Greensboro Drive McLean, VA 22102 Annex Water System 01090-3 Nov 1998 PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION Annex Water System 01090-4 Nov 1998 SECTION 01300 SUBMITTALS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Submittal Procedures B. Construction progress schedules. C. Proposed Products list. D. Product Data. E. Samples. F. Manufacturer's instructions. G. Manufacturer's certificates. 1.3 RELATED SECTIONS A. Section 01019 - Contact Considerations: Schedule of Values. B. Section 01410 - Testing Laboratory Services: Test Reports. C. Section 01700 - Contract Closeout: Contract warranty, manufacturer's certificates and closeout submittals. 1.4 SUBMITTAL PROCEDURES A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's name, address and telephone number. B. Sequentially number the transmittal forms. C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and Specification section number, as appropriate. D. Apply Contractor's stamp, signed or initialed certifying that review,verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and deliver to Owner Representative at business address. Coordinate submission of related items. Annex Water System 01300-1 Nov 1998 F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. G. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Owner's Representative review stamps. I. Revise and resubmit submittals as required, identify all changes made since previous submittal. J. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. K. Submittals not requested will not be recognized or processed. 1.4 RESUBMITTAL REQUIREMENTS A. Revise initial submittal as required and resubmit to meet requirements as specified. B. Mark as RESUBMITTAL. C. Re -use original transmittal number and supplement with sequential alphabetical suffix for each re -submittal. 1.6 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate for Owner's Representative review within 15 days after date established in Notice to Proceed. B. Submit revised schedules with each Application for Payment, identifying changes since previous version. C. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week. D. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner. Annex Water System 01300-2 Nov 1998 1 1.7 PROPOSED PRODUCTS LIST A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.6 SHOP DRAWINGS A. For drawings larger than 11 x 17 inches, submit in the form of one reproducible transparency and one opaque reproduction. B. For drawings 11 x 17 inches and smaller, submit the number of opaque reproductions which Contractor requires, plus four copies which will be ' retained by Owner's Representative. C. Drawing size shall be minimum 8-1/2 x 11 inches and maximum of 30 x 42 inches. D. Details shall be drawn to a minimum size of 1-1/2 inches equal to 1 foot. E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article above and for record document purposes described I Section 01700 - Contract Closeout. 1.9 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Owner's Representative. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. C. Include recommendations for application and use, and reference to compliance with specified standards of trade associations and use, and reference to compliance with specified standards of trade associations and testing agencies. D. Include notation of special coordination requirements for interfacing with adjacent work. E. After review distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 — Contract Closeout. 1.10 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. Annex Water System 01300-3 Nov 1998 11 B. Submit samples of finishes from the full range of manufacturer's standard colors or in custom colors, textures, and patterns, as specified and as scheduled for Owner's Representative selection. C. Where variations in color, pattern or texture are inherent in the material or product, submit multiple samples to indicate the approximate range or variations. D. Include full Project information and identification of manufacturer, model number, type, style and color on each sample. E. Submit the number or samples specified in individual specification Sections; one of which will be retained by Owner's Representative. F. Reviewed samples which may be used in the Work are indicated in individual specification sections. 1.11 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufactures' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturer's instructions and Contract Documents. C. Indicate special procedures, conditions requiring special attention and special environment criteria required for application or installation. 1.12 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturer's certificate to Owner's Representative, in quantities specified for Product Data. B. Indicates material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Owner's Representative. PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION Annex Water System 01300-4 Nov 1998 lob PART 1 GENERAL 1 1.2 I' 1 1.3 1 '1 11.4 1 1 1 7 SECTION 01410 TESTING LABORATORY SERVICES RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1- General Requirements apply to work of this Section. SECTION INCLUDES A. Selection and Payment B. Contractor submittals C. Laboratory responsibilities D. Laboratory reports E. Limits on testing laboratory authority F. Contractor responsibilities RELATED SECTIONS A. Section 01300 - Submittals: Manufacturer's certificates. B. Section 01650 - Starting of Systems and Section 15600: Testing, Adjusting and Balancing. C. Section 01700 - Contract Closeout: Project Record Documents. Individual Specification Sections: Inspections and tests required, and standards for testing. REFERENCES A. ANSFASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of soil and Rock as Used in Engineering Design and Construction. B. ANSFASTM E329 — Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. Annex Water System 01410-1 Nov 1998 1.5 SELECTION AND PAYMENT B. Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing. C. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. 1.6 QUALITY ASSURANCE A. Comply with requirements of ANSUASTM E329 and ANSUASTM D3740R B. Laboratory Staff. Maintain a full time licensed Engineer on staff to review services. C. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards (NBS) standards or accepted values of natural physical constants. 1.7 CONTRACTOR SUBMITTALS A. Prior to start of Work, submit testing laboratory name, address, telephone number, and names of full time licensed Engineer and responsible officer. 1.8 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services. C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of Contract Documents. E. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or Products. F. Perform additional inspections and tests required by Engineer. G. Attend preconstruction conferences and progress meetings. 1.9 LABORATORY REPORTS A. After each inspection and test, promptly submit three copies of laboratory report to Architect, and to Contractor. Annex Water System 01410-2 Nov 1998 IB. Include: 1. Date issued. 2. Project title and number. ' 3. Name of inspector. 4. Date and time of sampling or inspection. 5. Identification of product and Specification Section. t 6. Location in the Project. 7. Type of inspection or test. 8. Date of test. 9. Results of test. 10. Conformance with Contract Documents. C. When requested by Engineer, provide interpretation of test results. 1.10 LIMITS OF LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any potion of the Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop the Work. 1.11 CONTRACTOR RESPONSIBILITY A. Deliver to laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs. B. Cooperate with laboratory personnel, and provide access to the Work. ' C. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source or products to be tested, to facilitate tests and inspections, storage and curing of test samples. D. Notify Engineer and laboratory 24 hours prior to expected time for operations requiring inspection and testing services. E. Employ services of a separate qualified testing laboratory, arrange with laboratory and pay for additional samples and tests required by Contractor beyond specified requirements. 1 Annex Water System 01410-3 Nov 1998 i 1 1.12 SCHEDULE OF INSPECTIONS AND TESTS A. As indicated in individual Specification Sections PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Annex Water System 014104 Nov 1998 SECTION 01650 STARTING OF SYSTEMS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 — General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. 1.2 RELATED SECTIONS A. Section 01410 - Testing Laboratory Services: Manufacturers field reports. B. Section 01700 —Contract Closeout: System operation and maintenance data and extra materials 1.3 STARTING SYSTEMS A. Coordinate schedule for startup of various equipment and systems. B. Notify Engineer seven days prior to startup of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify that tests, meter readings and specified electrical characteristics agree with those required by the equipment or system manufacturer. F. Verify wiring and support components for equipment are complete and tested. Annex Water System 01650-1 Nov 1998 G. Execute startup under supervision of responsible manufacturer's representative and Contractor's personnel in accordance with manufacturer's instructions. H. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system in operation. I. Submit a written report in accordance with Section 01410 that equipment or system has been properly installed and is functioning correctly. 1.5 DEMONSTRATIONS AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of final inspection. B. For equipment or systems requiring seasonal operation, perform demonstration for other season. C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate start-up, operation, control, adjustment, trouble- shooting, servicing, maintenance, and shutdown of each item of equipment at agreed upon times, at equipment location. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Annex Water System 01650-2 Nov 1998 SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 - General Requirements apply to work of this Section. 1.2 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting D. Project record documents. E. Operation and maintenance data F. Warranties. G. Spare parts and maintenance materials; 1.3 RELATED SECTIONS A. Section 01650 — Starting of Systems: startup, testing, adjusting and balancing. 1.4 CLOSE-OUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. B. Smooth surfaces disturbed by excavation and construction activity to finished grade as directed by the Engineer. C. Clean equipment and fixtures to a sanitary condition. D. Clean site, sweep paved areas, rake clean landscaped surfaces. E. Remove waste and surplus materials, rubbish and construction facilities from the site. F. Repair, patch, and touch-up marred surfaces to match adjacent finishes. Annex Water System 01700-1 Nov 1998 1.5 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents: record actual revisions the Work: 1. Contract Drawings 2. Specifications 3. Addenda 4. Change orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section, description of actual construction including: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Details not on original Contract Drawings. 4. Changes made by addenda and modification. F. Submit documents to Engineer with claim for final Application for Payment. 1.7 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to project site and place in location as directed; obtain receipt prior to final payment. PART 2 PRODUCTS Not used. Annex Water System 01700-2 Nov 1998 PART 3 EXECUTION Not used. END OF SECTION Annex Water System 01700-3 Nov 1998 SECTION 02231 AGGREGATE BASE COURSE PART GENERAL 1.1 RELATED DOCUMENTS A. Drawings, Uniform General Conditions, Supplementary Conditions and Division 1 -General Requirements apply to Work of this Section 1.2 SECTION INCLUDES A. Subgrade preparation. B. Aggregate Base Course. 1.3 RELATED SECTIONS A. Section 02513 — Asphaltic Concrete Paving: Base Course finish for paving. 1.4 REFERENCES A. AASHTO M147-65- Materials for Aggregate and Soil Aggregate. B. Texas Department of Transportation (TXDOT) — Standard Specifications for Construction of Highways, Streets and Bridges. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Test certificates from an approved commercial laboratory shall be furnished on materials covered by this Section 30 days prior to construction. 1.6 QUALITY ASSURANCE A. Testing shall be by standard AASHTO methods. Annex Water System 02231-1 Dec 1998 PART 2 PRODUCTS 2.1 MATERIALS A. Subgrade: Native material free of clay, organic or deleterious material. B. Base Course: 1. Crusher Run Stone and Binding Material. a. Material shall be free of all soil, clay, and other objectionable materials. b. Conformance: TXDOT, Item 247, FLEXIBLE BASE COURSE, Paragraphs 247.2(2) (a) and 247.2 (d), Type C, Grade 2. PART 3 EXECUTION 3.1 EXAMINATION A. Verify Subgrade has been inspected, gradients and elevations are correct and surface is dry. 3.2 PREPARATION A. Maintain and protect utilities which pass through work area. B. Protect bench marks, fences, sidewalks and curbs from construction equipment and vehicular traffic. 3.3 INSTALLATION A. Subgrade 1. Any clay encountered within 2 feet of the pavement surface grade shall be removed from project site and replaced with suitable material. 2. After subgrade has been shaped and graded to elevation shown on the plans, the top 6 inches shall be prepared as a subgrade for the base course as specified herein. The top 6 inches shall be scarified, plowed or otherwise loosened; shall be wetted, shaped and rolled with approved rollers. 3. When the required compaction is achieved, the subgrade shall be finished to the line and grades as shown on the plans or as directed by the Engineer. Annex Water System 02231-2 Dec 1998 4. The subgrade shall be kept in good condition as required and shall be safe for the traffic until such time as the base course is constructed. Periodic wetting of the subgrade will be required to maintain density and control dust. B. Base Course: Construction methods shall be in accordance with TXDOT, Part II Construction Details, Division II, Subbase and Base Courses, Items 204, 211, 214, and s216. 3.4 TOLERANCES A. Subgrade 1. Scheduled compacted thickness: Within 1/a inch. 2. Variation from true elevation: Within %z inch. B. Base Course 1. Flatness: Maximum variation of/a inch as measured with a 16 feet straight edge. 2. Scheduled compacted thickness: Within 1/a inch. 3. Variation from true elevation: within''/z inch. 3.5 FIELD QUALITY CONTROL A. Field density testing for subgrade and base course will be performed at a minimum of one density per 500 square yards. B. Work not meeting specified requirements shall be reworked and retested at no cost to the Owner. 3.6 SCHEDULE A. Roadways 1. Subgrade: 6 inch, 95% density, ASTMD-1557. 2. Base: 6 inch, 98% density, ASTMD-1557. END OF SECTION Annex Water System 02231-3 Dec 1998 SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, Uniform General Conditions, Supplementary Conditions and Division 1 — General Requirements apply to Work of this Section. 1.2 SECTION INCLUDES A. Asphaltic concrete base and pavement. 1.3 RELATED SECTIONS A. Section 02231 - Aggregate Base Course. 1.4 SYSTEM DESCRIPTION A. PERFORMANCE REQUIREMENT 1. Paving: Designed for main street arteries and parking. 1.5 REFERENCES A. "Standard Specifications for Construction of Highways, Streets and Bridges, 1993 edition, Texas State Department of Highways and Public Transportation," referred to herein as Tex-SDHPT Spec. B. The Asphalt Institute -Manual MS-4. 1.6 QUALITY ASSURANCE A. Perform work in accordance with Tex-SDHPT Spec and The Asphalt Institute Manual MS-4. B. Source Quality Control 1. Source of asphaltic materials shall not be changed during the course of the project except on written permission. Annex Water System 02513-1 Dec 1998 C. Material Tests i 1. Preconstruction tests of material shall be required on all items specified herein including aggregate sieve analysis and soil constants. 2. Tests shall not be made more than 30 days prior to the beginning of operations and the approved shall be secured before the materials are ordered to be shipped. 3. Additional test certificates shall be furnished on all materials and mix design if the material source is changed or if construction tests indicate marked variations from the original tests. If tests reveal that the item tested does not meet the requirements set forth in the specifications, retests shall be made at the Contractor's expense. 13 SUBMITTALS A. Materials 1. Source: Notify Engineer in writing of the source of asphaltic mixture. 2. Aggregate sieve analysis and soil constants. B. Mix Designs 1. Copies of a mix design from an approved commercial laboratory or other approved source for Hot Mix Asphaltic Concrete. C. Certificates 1. Test certificates from an approved commercial laboratory or other approved source shall be furnished on all materials proposed for use in this work. 2. Additional test certificates shall be furnished on all materials and mix design if the material source is changed or if construction test indicate marked variations from the original tests. D. Field test reports required in Part 3 - Execution. 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not place asphaltic materials, when ambient temperature is less than 40 degrees or when the surface is wet or frozen. Annex Water System 02513-2 Dec 1998 PART 2 PRODUCTS 2.1 MATERIALS A. Flexible Base Course Subgrade: As specified in Section 02231, Aggregate Base Course. B. Aphaltic Mixture 1. Conformance: A.A.S.H.T.O. Specifications AC-20 2. Penetration: Between 85 and 150. C. Tack Coat: Meet the requirements for cationic emulsion, slow setting CSS-lh, 75% asphaltic material to 25% water. D. Prime Coat: Meet the requirements of cationic emulsion, slow setting CSS-lh, 5-10% asphaltic material to 90-95% water. E. Mineral Aggregate 1. In conformance with Tex-SDHPT Spec., Item 340, para. 340.2, Materials, (1), (1) (a) Course Aggregate, (1) (c) Fine Aggregate, (1) (d) Mineral Filler. 2.2 ASPHALT PAVING MIX A. The paving mixture shall conform to Tex-SDHTP Spec., Item 340.3, Paving Mixtures, Table 2 (Type C and D). PART 3 EXECUTION 3.1 EXAMINATION A. Verify that compacted granular base is dry and ready to support paving and imposed loads. B. Verify grades and elevations of the finished subgrade and base course are correct. C. Beginning installations indicates acceptance of existing conditions. 3.2 PREPARATION A. Protection of Structures: Protect surfaces of inlets and manholes form the application of tack coat. Annex Water System 02513-3 Dec 1998 3.3 3.4 INSTALLATION A. Prime Coat: Prime coat shall be applied to the finished aggregate base course at a rate of 0.10 to 0.25 gallons per square yard. Actual application rate shall be determined in the field by the Engineer. B. Tack Coat: 1. Tack coat shall be applied to the existing pavement to be overlaid at a rate of 0.05 to 0.10 gallons per square yard. Actual application rate shall be determined in the field by Engineer. Pavement to be overlaid shall be swept clean of all foreign matter before application of tack coat. 2. Protect surfaces of inlets, valve boxes and manholes from the application of tack coat. Do not apply tack coat to these surfaces. 3. Apply Tack Coat to edges of adjacent pavement, concrete curbs, and inlets. C. Asphaltic Concrete 1. Place Asphaltic Concrete within 24 hours of application of Tack Coat. 2. Place to 2 inch compacted thickness. 3. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas in accessible to rolling equipment. 4. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 5. Stockpiling, storage proportioning and mixing shall be in accordance with Tex-SDHPT-Spec. Item 340, para. 340.5 Stockpiling, Storage, and Mixing, (1), (2), (3) and (4). ADJUSTING AND CLEANING A. After the completion of placement of the wearing course, all debris resulting from the construction shall be cleaned up and removed from the site of the work. B. Areas which have been disturbed during the construction, shall be raked or graded as required and left in a clean and neat condition. C. Gutters shall be cleaned of all dirt, aggregate, or other materials which would clog the gutter. D. The entire premises of the work shall be left in a clean condition satisfactory to the Engineer. All costs of a cleanup shall be borne by the Contractor. Annex Water System 02513-4 Dec 1998 � I 3.5 FIELD QUALITY CONTROL A. The surface course as shown on the plans shall be composed of a compacted mixture of mineral aggregate and asphaltic material. The mixture produced will have the following laboratory density and stability: Density, Percent Stability, Percent Min. Max. Optimum Not less than 35, unless 94 99 97 otherwise shown on plans. This pavement shall be constructed on the previously completed and approved subgrade and base, as herein specified and in accordance with the details shown on the plans. B. Thickness: Core samples will be taken to determine thickness as determined by the Engineer. C. Compaction: Density tests will be performed at a rate of 1 test per 1,000 square yards. D. Tolerances 1. Surface Tests: The finished pavement surface shall be smooth and true to the established line grade and cross section. 2. When tested with a 16 foot. straight edge place parallel to the centerline of the roadways of parking area. The maximum deviations shall not exceed'/a inch at any point. 3. Any point in the surface not meeting those requirements shall be immediately corrected. 3.6 OPENING TO TRAFFIC A. Open pavement to traffic when directed by Engineer. END OF SECTION Annex Water System 02513-5 Dec 1998 SECTION 02521 CONCRETE CURBS, GUTTERS AND SIDEWALKS E J IPART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement and Division 1 - General Requirements apply to the work of this section. 1.2 SECTION INCLUDES A. Curb and gutter, concrete valley gutters, concrete fillets, concrete driveways, sidewalks, drainage aprons, and miscellaneous concrete paving work. 1.3 EXCAVATION AND GRADING A. Excavation or embankment for curb, gutter, combined curb and gutter, and other miscellaneous concrete work shall conform to the lines and grades shown on the plans or as established in the field. The preparation of the curb and gutter subgrade shall be completed at the time the subgrade is constructed for the adjacent street section. The street subgrade shall be extended six (6) inches beyond the back of curb and shall be compacted to 95% of maximum density as determined by ASTM D1557. Where the finished street subgrade is more than three (3) inches below the bottom of the proposed curb grade, compacted caliche base shall be used as fill to bring the subgrade up to the required bottom of curb elevation. Where curb, gutter and combined curb and gutter pavement is on fill, the material shall be placed in layers and compacted, by appropriate methods, equal to that specified in the Earthwork section. The cost of excavation, embankment, grading for curb, gutter, combined curb and gutter and other concrete structures or concrete work shall be included as a part of and paid for in the cost of each item bid. PART 2 PRODUCTS 2.1 FORMS A. General: Forms for curb and gutter shall be approved type metal forms. The form sections shall be straight, free of warp and of a depth equal to the depth of the concrete section formed. The forms shall consist of a back form and Annex Water System 02521-1 Dec 1998 gutter form with steel templates. Forms shall be constructed accurately to line and grade as established in the field, shall be adequately braced so that they will not move during placing of the concrete. Forms shall be oiled with a light oil before each twelve (12) hours after placing of concrete. Forms shall be oiled with a light oil before each use and forms which are to be reused shall be cleaned immediately after use and maintained in good condition. Forms for concrete paving shall also conform to provisions of this paragraph. Forms for curb and gutter on curves with a radius of 130 feet or less shall be flexible steel forms. B. Templates: The steel templates shall have the shape of the cross-section of the curb and gutter except the bottom portion of the template shall be cut away to allow for a solid mass of concrete. An acceptable shape is shown on a detail sheet of the plans; however, other shapes may be used upon submission of a design and the approval of the Engineer. C. Machine Laid Curb and Gutter 1. The concrete curb and gutter sections may be formed with a curb and gutter laydown machine, provided the machine is capable of laying the curb and gutter to the proper grade, alignment and cross-section, and is equipped with adequate vibrators to produce a dense concrete free of honeycombs. 2. Laydown machines that cannot meet the above requirements will not be acceptable for use. D. Curb and Gutter Cross -Section Should the Contractor desire to use metal templates which differ slightly from the sections shown on the plans, such templates or drawings thereof shall be submitted for approval. Slight differences which will not affect the general appearances of the curb and gutter sections will be approved but no forms or templates shall be used which have not been approved by the Engineer. 2.2 CONCRETE MATERIALS A. Cement 1. Portland Cement for the curbs and gutters, and various other concrete work shall conform to the Standard Specification for Portland Cement, A.S.T.M. Designation C-150, Type 1. High Early Strength Cement which may be used upon specific approval by the Engineer, shall conform to provisions of A.S.T.M. Designation C-150, Type 111. Plant tests and certificates of conformity with the specifications shall be furnished with each carload of cement. 2. Cement delivered in bags shall be marked plainly with the brand Annex Water System 02521-2 Dec 1998 awry name of the manufacturer and a bag shall contain ninety-four (94) pounds of cement. Cement from different mills, though tested and approved, shall not be mixed. Cement shall be stored and handled in manner which will protect it from dampness and any cement which has become partially set or which contains hard lumps or cakes shall not be used. B. Fine Aggregate 1. Fine aggregate shall be natural sand or mixture of such sands and shall consist of clean, hard durable uncoated grains, free from lumps. Deleterious substances shall not exceed the following percentages by weight. I Material removed by decantation ............................ 3.0% ClayLumps............................................................ 0.5% Other deleterious substances such as coal shale coated grains and soft flaky particles.................................................................. 3.0% 2. The aggregate shall be free from a harmful amount of salt or alkali and, when subjected to the color test for organic impurities shall not have a color darker than Fig. No. 2 (Test in accordance with A.S.T.M. Designation C-401). 3. Material which contains frozen lumps or wood, hay, burlap, paper, dirt or foreign matter mixed with the aggregate in stock piles or in handling shall not be used. 4. Fine aggregate shall be well graded from fine to coarse and shall meet the following requirements (ASTN C-33): Passing 3/8" Sieve ............................. 100% Passing No. 4 Sieve ..................... 95 - 100% Passing No. 8 Sieve ..................... 80 - 100% Passing No. 16 Sieve ................... 50 - 85% Passing No. 30 Sieve ................... 25 - 60% Passing No. 50 Sieve ................... Passing No. 100 Sieve ................. 10 - 2- 30% 10% C. Coarse Aggregate 1. Coarse aggregate shall consist of crushed stone, gravel or crushed gravel, or any combination of them, and shall be composed of hard, tough and durable particles free from adherent coating. It shall contain no salt, alkali, vegetable matter nor soft, friable, thin or elongated particles and the substances listed below shall not be present in excess of the amounts indicated: Annex Water System 02521-3 Dec 1998 Soft Fragments ........................ 5% by weight Clay Lumps ........................ 0.25% by weight Removed by decantation...... * 1 % by weight (*I percent if consisting essentially of crusher dust) The total deleterious substances shall not exceed 5% by weight. 2. Grading of coarse aggregate shall conform to the following requirements (ASTM C-33 Size No. 57): Maximum size - 1-inch sieve Passing 1-inch sieve ...................... 95 - 100% Passing 1-inch sieve ...................... 95 - 100% Passing 1-inch sieve ...................... 95 - 100% 3. The coarse aggregate shall not show evidence of disintegration, nor show a total loss greater than eighteen percent (18%) when subjected to five cycles of the sodium sulphate accelarated soundness test using ASSHTO Designation T-104. 4. The percentage of wear shall not be more than 45 at 500 revolutions as determined by AASHTO Designation T-96. D. Water 1. The water used in mixing concrete shall be fresh, clean, and free from injurious amounts of oil, acid alkali or organic matter. The Contractor will provide at his expense the transportation of the water from the City mains to the places where it is to be used. E. Tests Tests certificates for cement shall be furnished as specified. The Contractor shall furnish results of tests made by a competent commercial laboratory on each material source proposed before start of construction and material shall not be shipped until such results have been examined by the Engineer and the source of material approved. Laboratory mix designs and conformation cylinders will not be required for this project. However, the proposed mix for each class of concrete shall be submitted to the Engineer for approval prior to placing any concrete. The cost of all pre -construction tests shall be borne by the Contractor. Additional test certificates shall be furnished on the aggregate if the material source is changed. F. Reinforcing 1. General: Metal reinforcement shall conform to the requirements of the following: Annex Water System 02521-4 Dec 1998 r Wb 1 2. Bar Reinforcement a. "Standard Specifications for Deformed Billet -Steel Bars for Concrete Reinforcement," ASTM Designation A615, Grade 60. All bars shall be deformed bars unless otherwise noted. Plain bars shall conform to requirements of ASTM Designation A306, Grade 60. b. All reinforcement shall be permanently marked with grade identification marks or shall, on delivery, be accompanied by a manufacturer's guarantee of grade and compliance with these specifications. Reinforcement stored on the site shall be protected for accumulations of grease mud or other foreign matter and from rust producing conditions. Bars shall be free from rust, scale, oil, mud or structural defects when incorporated in the structures. 3. Mesh Reinforcement: Mesh reinforcing shall conform to the requirements of ASTM Designation A185. The spacing and wire gauge shall be shown on the plans. 4. Fiber Reinforcing: Fiber reinforcing may be used in lieu of wire mesh for pedestrian sidewalks. When fiber reinforcing is used, it shall be Fiber Mesh or Caprolan RC or approved equal. The material and rate of application shall be approved by the Engineer. 5. Fabrication and Placing: Reinforcement shall be accurately fabricated to the dimensions and shapes shown on the plans in accordance with ACA Manual of Standard Practice unless variations are specifically shown on the plans. Four (4) sets of fabrication shop drawings shall be furnished the Engineer and shall receive his approval before any reinforcing steel is fabricated. Bars shall be rigidly held in place with approved metal devices in accordance with the ACI Detailing Manual. Cover for bars shall be 1.75 inches of concrete in slabs unless otherwise noted on the plans. Where details on splices are not shown or where unanticipated splices are required, they shall be made in a region of minimum stress and the length of lap shall be as required by the ACI Code. 2.3 PROPORTIONING A. The exact amounts of all material entering into the concrete shall be determined in the field to produce the desired durability, density, uniformity, workability and the specified strength. All materials shall be measured separately by methods, satisfactory to the Engineer, which will permit control of the concrete and production of a product of uniform quality. Particular care shall be used in measuring cement and water. One bag of cement will be considered as ninety-four (94) pounds and one gallon of water as eight and thirty-three one-hundreths (8.33) pounds. Water contained in the aggregates shall be taken into account in Annex Water System 02521-5 Dec 1998 calculating the amount of water to be added to the mixture. The percentage of fine aggregate to total aggregate shall be between 33% and 45%. B. Concrete for the designated uses shall conform to the following: Max. Water Content Min. Cement Content Compressive U.S. Gallons 94-lb. Sacks Strength, Lbs. Per Sack of Cement Per Cu. Yd. Per Sq. In. Curb and Gutter, Gutter, Concrete Valley Guttes and Misc. Concrete Work 65 5.0 3000 at 28 days 2.4 MIXING AND PLACING A. Concrete shall be mixed in an approved batch type mixer which shall be equipped with a device for measuring the water which is accurate to within two percent (2%). Minimum time for mixing each batch after all ingredients are in the mixer shall be one and one-half minutes. The speed of the mixer shall not exceed that recommended by the manufacture. Excessive overmixing, requiring the addition of water to preserve the required consistency, will not be permitted. Concrete not in pace within 45 minutes form the time of changing the drum, or which has developed initial hardening, shall not be used. Transit mixed concrete conforming to these specifications will be acceptable. PART 3 GENERAL 3.1 PLACING A. Concrete shall be deposited in place in such a manner as to require the minimum of rehandling and shall be placed in a manner which will produce a uniformly dense section, free of honeycomb or other voids, conforming to the grade, thickness, and shapes shown on the plans. Before placing concrete the subgrade or base surfaces shall be sprinkled so that it is in a thoroughly moistened condition. Concrete adjacent to forms or joints shall be thoroughly spaded or vibrated in order to eliminate honeycomb. Honeycombed places in the back of the curb or face of gutter will not be permitted, all honeycombed places shall be patched as directed by the Engineer. Concrete shall not be placed when the temperature is less than 40 degrees, and under no circumstances shall it be placed on frozen ground. Annex Water System 02521-6 Dec 1998 B. Mixing concrete for use in a curb and gutter laydown machine shall be mixed as specified above, and shall be placed to form the curb and gutter section with the laydown machine. Slump of the concrete shall be accurately controlled and shall be low enough to prevent sagging or slumping of the curb section behind the machine. Batches with excessive slump will be rejected. 3.2 JOINTS A. Curb and gutter shall be constructed with an expansion joint at the tangent point of each return at intersections, at intervals of not more than forty feet (40') between intersections (odd length sections as directed by the Engineer), and at the end of each day's concrete pour. A construction or contraction joint shall be located at 10-feet intervals, or at each template or as directed by the Engineer. All joints shall be perpendicular to the surface of the concrete and to the axis of the section. Construction or contraction joints for curb and gutter poured in metal forms shall be formed by metal template plates accurately shaped to the cross-section shown on the plans and so constructed that they can be removed during the finishing operations. Templates shall be maintained in good condition and warped or bent templates shall not be used. B. In machine laid curb and gutter the contraction joints shall be made at 10- feet intervals by cutting into the curb and gutter sections with a trowel a depth of approximately 2"; these joints shall be finished as specified under finishing. Expansions joints shall be placed at end returns, but not to exceed a maximum spacing of three hundred feet (300'), and at the end of each day's concrete pour. C. Expansion joint material shall be an approved preformed bituminous impregnated non -extruding type joint material, 1" thick (3/4" thick for machine laid curb and gutter), and shaped to the section of the curb and gutter, or concrete drainage apron. 3.3 FINISHING A. Curb and gutter, gutter, concrete valley gutters, fillets, and other miscellaneous concrete work shall be accurately shaped to the cross- section shown on the plans or approved by the Engineer and finished to a surface of uniform texture by floating with a wood float and troweling. The final finishing shall be done with a brush, the last stroke being one from the back of the curb to the lip of the gutter. Both sides of all joints, the lip of the gutter, and back edge of the curb shall be finished with an approved edging tool before the final brushing. Curves at the top and bottom of curb sections shall be accurately shaped and finished and the finished curb and gutter shall present a uniform apperance without IAnnex Water System 02521-7 Dec 1998 1 "waves" in the face of the curb or "pockets" in the gutter or slabs. Particular care shall be exercised at valley gutters, both in setting forms or finishing, to insure that the shape of the gutter shall conform to the details of the plans and that no water pockets will be formed in the gutter of the pavement. At construction and contraction joints the motar shall be cut the full width of the joint, and shall be neatly finished with an approved edging or grooving tool of such design to groove the joint approximately 2" in depth. B. The construction and contraction joints in machine laid curb and gutter shall be neatly formed and finished with an approved edging or grooving tool of such design to groove the joint approximately 2" in depth. 3.4 PROTECTING AND CURING A. All concrete work shall be covered with burlap or other suitable material as soon as it has set sufficiently to prevent marking and kept wet continuously for at least four (4) days. Care shall be taken to prevent mechanical injury to concrete work during this period and until the work is accepted. Any work damaged prior to acceptance shall be prepared to the satisfaction of the Engineer. B. In lieu of the above method of curing, the curb and gutter may be cured by applying a liquid membrane coating to all exposed surfaces as soon as the concrete has set sufficiently. The back and front of the concrete curb and gutter shall have the membrane applied as soon as the forms have been removed. The materials and method of application shall be approved by the Engineer before concrete placement begins. The coating shall conform to A.S.T.M. Designation C-309. C. Suitable means shall be provided to prevent concrete from freezing for not less than 72 hours after placing. Any concrete damaged by freezing shall be removed and replaced by the Contractor at his expense. The addition of any admixture of chemicals to the concrete to prevent freezing shall not be allowed, unless specifically approved by the Engineer. D. Suitable means shall be provided to protect freshly poured concrete form rain damage. Such means shall be kept readily accessible at all times during placement of concrete. 3.5 REMOVAL OF CONCRETE CURB, GUTTER, SIDEWALKS AND DRIVEWAYS A. The removal of all curbs, gutters, sidewalks and driveways that are required for the construction of the improvements as shown on the plans or as directed by the Engineer shall be removed and disposed of by the Annex Water System 02521-8 Dec 1998 IContractor and no separate payment will be made for this item or work. B. Sidewalks, driveways, curb and gutter shall be removed to the limits as directed by the Engineer, and shall be sawed with a concrete saw unless the concrete is being removed to an existing construction joint. 3.6 DEFECTIVE WORK A. Any defective work disclosed after the forms have been removed shall be immediately removed and replaced. If any dimensions are deficient, or if any section is not constructed to the proper grade, or if the surface of the concrete is bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be repaired satisfactorily, the entire section shall be removed and replaced at the expense of the Contractor. 3.7 BACKFILLING A. Backfill behind and adjacent to all concrete work including curb, gutter, sidewalks, drives, drainage structures and other miscellaneous work shall be made from good quality topsoil. This material shall be free from organic material such as leaves, grass, roots and other unsuitable materials and free of rocks or stones. The Contractor shall provide a smooth, even slope between the property line and the top of the curb or other concrete structure: Backfill behind he curb and gutter shall be compacted to at least the density of the undisturbed natural ground in the adjacent area. B. Care shall be taken during the backfill and cleanup process not to scrape, chip, crack or otherwise damage the concrete including tire marks form equipment or trucks. Any damaged concrete will be removed and replaced at the expense of the Contractor. IEND OF SECTION I 1 1 IAnnex Water System 02521-9 Dec 1998 1 SECTION 02665 WATER SYSTEMS PIPING, VALVES, FITTINGS AND ACCESSORIES PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Agreement, Division 1. 1.2 WORK INCLUDED A. Furnishing water system piping, valves, fittings and appurtenances. 1.3 SYSTEM DESCRIPTION A. Performance Requirements 1. Minimum design working pressure for pipe, fittings, fire hydrants and other water line accessories is 150 psig. 2. Minimum design working pressure for gate valves: a. 3 inch through 12-inch diameter: 200 psig b. 16 inch through 20-inch diameter: 150 psig 1.4 SUBMITTALS A. Submit in accordance with the requirements of Section 1300 - Submittals. B. Product Data. Submit manufacturer's descriptive data for all pipe, valves, fittings, fire hydrants and miscellaneous products including net assembled weight. C. Affidavits of compliance with appropriate standards. D. Product warranties. E. Manufacturer's installation instructions. F. Manufacturer's operation and maintenance data. G. Manufacturer's loading, unloading and storage requirements. 1.5 QUALITY ASSURANCE A. Provide the following certification: 1. Affidavit of compliance with NSF 60/61 for all products. 2. Affidavit of compliance with the appropriate AWWA standard for the product being provided. 3. Affidavit of FM approval. Annex Water System 02665-1 Dec 1998 1.6 1.7 PART 2 2.1 2.2 4. Affidavit of compliance with specific tests required by product standards as requested. DELIVERY, STORAGE AND HANDLING A. Deliver products to Lubbock, Texas at the site designated by the Owner's Representative. B. When loading and unloading pipe use hoists or slide or roll on skids to avoid shock or damage to pipe. C. Do not drop pipe or valves. D. Do not push or roll pipe handled on skids against pipe already on the ground. E. Store pipe, valves, fire hydrants, fittings, and accessories on site in such a manner as to be kept as free as possible from dirt, sand, mud or other foreign material. F. Use hoists or fork lifts to unload and handle valves and fire hydrants. G. Store materials in accordance with the manufacturer's instructions. H. Store valves in the closed position. WARRANTIES A. Submit standard manufacturer's warranties. I PRODUCTS MANUFACTURERS A. Acceptable manufacturers are as follows: 1. Gate Valves: Mueller, M&H, Darling, Clow, Tyler, AVK. 2. Fire Hydrants: Clow, American Darling, Dresser, Mueller. MATERIALS A. Ductile Iron Pipe 1. Furnish ductile iron pipe that conforms to AWWA C150/151 and is cement lined in accordance with AWWA C 104. 2. Provide pipe and fittings with bell and spigot, restrained, mechanical or flanged joints as appropriate. Provide a continuous ring rubber gasket seal for all joints that complies with AWWA C111. 3. Provide pipe and fittings with an external asphalt protective coating. Annex Water System 02665-2 Dec 1998 1 I 1 1 1 1 I 1 1 I 4. Ductile iron fittings will comply with AWWA C 15 5 and be cement lined in accordance with AWWA C104. B. PVC Pipe 1. PVC pipe will meet or exceed the requirements of AWWA C900/905 as appropriate for the pipe diameter being furnished. 2. Provide bell and spigot type joints with a rubber gasket conforming to AWWA C900/905. C. Concrete Cylinder Pipe 1. Prestressed Concrete Embedded Cylinder Pipe (PCECP) will meet or exceed AWWA C301. 2. Pretensioned Concrete Steel Cylinder Pipe (PCCP) will meet or exceed AWWA C303. D. High Density Polyethylene Pipe (HDPE) 1. Furnish polyethylene pipe that meets or exceeds the requirements of AWWA C906. 2. Provide pipe suitable for butt -fusion welding. 3. Furnish welding instructions and parameters. 4. Pipe will have a blue mark continuously along its length so as to designate it as water pipe. E. Gate Valves 1. Provide cast or ductile iron, single wedge, resilient seat gate valves that meet or exceeds the requirements of AWWA C509 and are FM approved. 2. All exposed surfaces of the valve will have an epoxy coating with a minimum thickness of 10 mils. 3. The valve wedge will be made from ASTM A126 class B cast iron and will be fully encapsulated with a rubber coating. 4. Furnish valves with mechanical joints that meet or exceed the requirements of AWWA C111. 5. Furnish valves with non -rising stems made from bronze or AISI 420 stainless steel that open by turning counter clockwise and have a 2-inch square operating nut. 6. Provide hexagonal head bolts made from type low alloy steel. Annex Water System 02665-3 Dec 1998 F. Fire Hydrants 1. Furnish fire hydrants that meet or exceed the requirements of AWWA C502 and are FM approved. 2. Construct fire hydrants of cast iron with bronze mounting throughout. 3. Provide hydrants with a minimum 5-1/4 inch valve opening and 1-1/2 inch pentagon operating nuts. 4. Hydrants will have one 4 inch diameter steamer nozzle and two 2-1/2 inch diameter hose nozzles. Each nozzle will have 4 threads per inch and a crest to crest dimension of 4.995 inches. 5. Fire hydrants will have a traffic feature that is designed to break when struck by a vehicle and the internal main valve will remain closed. 6. Furnish mechanical joints suitable for connecting to 6-inch diameter water mains and hexagonal bolts made from type 304 low alloy steel. 7. All exposed surfaces of the fire hydrant will have an orange epoxy coating with a minimum thickness of 10 mils. G. Fittings 1. Ductile iron and PVC pipe. Furnish ductile iron fittings that meet or exceed the requirements of AWWA C110 and are cement lined according to AWWA C104. 2. High Density Polyethylene pipe. Furnish fittings made of the same material as the pipe and suitable for butt -fusion welding. 3. Concrete Cylinder (both Prestressed and Pretensioned) pipe. Fittings will be constructed of the same materials and in the same manner as the pipe. Fittings will meet or exceed the requirements of the appropriate AWWA standard. 2.3 ACCESSORIES A. Detection Tape 1. Provide detection tape for nonmetallic pipe. 2. Furnish tape that is detectable by a metal detector from a minimum of depth of bury of 24 inches. 3. Tape will be made of plastic, blue, be a minimum of 3 inches wide and have lettering that states there is a buried water line below. B. Joint Materials 1. Furnish all necessary accessories for completing the joining of the pipe. Annex Water System 02665-4 Dec 1998 2. Provide diapers for concrete pipe. 3. Furnish rubber gaskets and gasket lubricant, as appropriate. 4. Provide sufficient bolts to connect all joints. Provide bolts made of type low alloy steel. IPART 3 INSTALLATION 3.1 INSPECTION A. Inspect pipe fittings, valves, and accessories for damage upon delivery and during progress of work. B. Remove defective material from site. C. Clean all valves and hydrants of all dirt and foreign matter and check operation before installation. 3.2 PREPARATION A. Sufficiently in advance of trenching operations, locate all existing underground lines whether or not they are shown on drawings, to prevent any damage. B. Notify operations of all oil or gas pipelines prior to excavation around such lines so that operators may be present during excavation. C. Exercise extreme caution to prevent damage to water lines. 3.3 CLEANING A. Inspect pipe for defects before lowering into trench. B. While suspended, lightly hammer pipe to detect cracks. C. Remove defective, damaged or unsound pipe and materials from site. D. Before pipe is lowered into trench, remove all foreign matter or dirt from inside of pipe and from all bells, spigots or parts of pipe used in forming joint. E. Keep all parts of pipe, bells, spigots and fittings clean by approved means during and after laying 3.4 EXCAVATION AND TRENCHING A. Blasting for excavation of solid rock will not be permitted. B. Trench digging machinery may be used to make trench excavations except in places where operation of same would cause damages to pipelines, fences or to existing structures either above or below ground; in such instances employ hand methods. Annex Water System 02665-5 Dec 1998 I C. Maintain trenching equipment on a level road bed to provide substantially vertical trench walls. D. Trench Depth: Excavate trench to lines and grades as established by Engineer and as shown on drawings to provide a minimum depth of cover for all pipe of thirty-six (36) inches unless otherwise specifically shown on drawings. E. Trench Width: Excavate trench to a minimum width of outside diameter of pipe plus twelve (12) inches and a maximum width of outside diameter of pipe of plus eighteeen (18) inches. F. Excavate trench to an even grade so that bottom of pipe will rest on bottom of trench over entire length of pipe. G. Fine grade trench by hand to obtain a true even grade. H. Fill all parts of trench excavated below grade with approved material and compact thoroughly. Remove ledge rock, rock fragments or unyielding material encountered in bottom of trench to a depth of six (6) inches below grade and refill with selected material, and thoroughly compact. J. Excavate bell holes of ample dimensions at each joint to prevent bell of pipe from resting on undisturbed materials and to permit proper jointing of pipe. K. Adequately support trench to protect both workmen and public and whatever necessary to prevent caving. L. Pile all excavated material in a manner that will not endanger work nor existing structures. M. Remove excess trench excavation, not used for backfilling, and dispose of off site. N. Properly support all new and existing lines to prevent settlement or damage to line both during and after construction. O. Repair existing lines damaged during excavation. 3.5 ALIGNMENT AND GRADE Annex Water System 02665-6 Dec 1998 I. A. Lay and maintain all pipe to lines and grades shown on drawings or as established on ground by Engineer. B. Wherever it is necessary to deflect pipe from a straight line in either a vertical or horizontal plane to avoid obstructions, to plumb valves, or where vertical or horizontal curves are shown or permitted, degree of deflection at each joint shall not exceed maximum deflection recommended by manufacturer of particular type of being laid and degree of deflection shall be approved by Engineer. 3.6 LAYING AND JOINTING PVC PIPE A. Obtain approval from Engineer of trench and grading prior to installation of pipe and accessories. B. Handle and install pipe in accordance with manufacturer's recommendations. C. Lower all pipe, fittings, and valves into trench piece by piece by means of derricks, ropes, or suitable tools or equipment, in a manner to prevent damage to material. D. Do not drop or dump pipe nor accessories into trench. E. Clean ring groove before installation of rubber ring. F. Install ring in groove as recommended by manufacturer. G. Wipe spigot end of pipe clean and lubricate using manufacturer's recommended lubricant. H. In a manner to prevent damage to ring, insert spigot end into bell end until reference mark on spigot end is flush with end of bell. I. When pipe laying is not in progress, close open ends of pipe by approved means to prevent entrance of contamination, trench water and soil. 3.7 LAYING AND JOINTING DUCTILE IRON PIPE A. Mechanical Joint Piping I . Clean last 8 inches of spigot and inside of bell to remove oil, grit, excess coating, and or foreign matter from joint. 2. Paint cleaned area with lubricant recommended by pipe manufacturer. 3. Slip cast-iron gland on spigot end of pipe with lip extension of gland toward socket or bell end. Annex Water System 02665-7 Dec 1998 4. Paint rubber gasket with lubricant recommended by pipe manufacturer and placed on spigot end with thick edge toward gland. 5. Push entire section of pipe forward to seat spigot end in bell and press gasket into place within bell taking care to locate gasket evenly around entire joint. 6. Position gland for bolting, insert all bolts and nuts and tighten with suitable torque -limiting wrench. 7. Tighten nuts spaced 180 degrees apart alternately in order to produce an equal pressure on all parts of gland. B. Flanged Joints 1. Properly align pipe and fittings free to move in any direction while bolting. 2. Gradually tighten bolts at a uniform rate around entire flange. C. Flexible Couplings and Flanged Coupling Adapters 1. Provide flanged coupling adapters and flexible couplings at locations shown on drawings and at or locations required for installation of piping system. 2. Provide flanged coupling adapters with anchoring studs to provide thrust restraint. D. Push -On -Joint Installation 1. Thoroughly clean inside of bell and outside of spigot end to remove oil, grit, excess coating, and or foreign matter. 2. Flex circular rubber gasket inward an insert in gasket recess of bell socket. 3. Apply a thin film of manufacturer's recommended gasket, lubricant to either inside surface of gasket or spigot end of pipe or both. 4. Insert spigot end of pipe into socket in manner to prevent damage to gasket and prevent joint form contacting ground. 5. Complete joint by forcing plain end to bottom of socket with a forked tool or jack -type tool or device. 6. Mark pipe not furnished with a depth mark before assembly to assure that spigot end is inserted to full depth of joint. 7. File or grind field -cut pipe lengths to resemble manufactured spigot end of pipe. 8. When pipe laying is not in progress, close open ends of pipe by approved means, to prevent entrance of contamination, trench water and soil. 9. Complete jointing for all pipe laid each day, in order not to leave open joints in trench overnight. Annex Water System 02665-8 Dec 1998 M 3.9 10. If water gets in trench before joint is completed, or if pipe is disturbed from line and grade after being laid, remove pipe, clean joints and relay pipe. 11. Make premolded joints in accordance with recommendations of manufacturer of pipe. 12. Wipe surfaces of jointing material on both bell and spigot at each joint with solvent recommended by pipe manufacturer. 13. Firmly force spigot into bell using a bar or similar lever and a block of wood to prevent damage to pipe. SETTING VALVES, VALVE BOXES AND FITTINGS A. Furnish valves boxes and extension stems on buried valves where top of operating nut is move than 36 inches below finished grade. B. Top of Extension Stem: Not more than 9 inches below top of valve box. C. Set valves and fittings at locations shown on plans or at locations as established by Engineer. D. Set and joint to pipe in manner specified for pipe installations. E. Provide a cast iron valve box set over valve for all valves buried in ground. F. Provide concrete blocking for all buried valves and fittings. G. Firmly support valve boxes and maintain centered and plumb over wrench nut of valve, with box cover flush with surface of ground or at such level as directed and encased with concrete as directed on drawings. FIRE HYDRANTS A. Install Owner furnished fire hydrants at locations indicated on drawings, plumb, to grade indicated on drawings, with steamer nozzle at right angles to street and in accordance with specified requirements. C. Support fire hydrants in a manner not to cause strain on fire hydrant lead or branch. Brace bowl of hydrant against unexcavated soil at end of trench and back with concrete. Annex Water System 02665-9 Dec 1998 D. Place concrete to allow access to joints and flanges and to prevent interferences with hydrant drain. E. Block gate valves on fire hydrant leads with concrete as indicated on drawings. 3.10 PLUGGING DEAD ENDS , A. Insert standard plugs into bells of all dead ends. B. Cap pipes, tees, or crosses and spigot ends. C. Join plugs or caps to pipe or fittings in same manner used in jointing pipe. D. Provide all plugs and caps with horizontal thrust blocks. 3.11 MARKING TAPE A. Identify all pipes installed in an open trench with appropriate color and description of 3 inches wide pipe identification tape. B. Install tape parallel to pipe it identifies at a distance above pipe of 12 to 18 inches. C. Install a tape detectable from top of finished grade with a metal detector, above nonmetallic (PVC) pipe material. 3.12 BACKFILLING A. Immediately after completion of jointing, place sufficient bedding and bedding and backfill material around over pipe to hold pipe to line and grade. B. Backfilling Under Pipe, Non -water Packed. 1. Backfill all pipe by hand from bottom of trench to centerline of pipe with selected backfill material free from rocks or boulders greater than 2 inches in size or unsuitable material. 2. Place material in 3-inch layers, moistened if necessary, and thoroughly compact under and on each side of pipe. 3. Deposit backfill material in trench for its full width on each side of pipe, fitting, and appurtenances simultaneously. C. Backfillling Over Pipe, Non -water Packed Annex Water System 02665-10 Dec 1998 1 1 1 1 1 1 1 1 1. From centerline of pipe to a depth of 1 foot above top of pipe, backfill trench by hand or by approved mechanical methods using materials free from rocks or boulders greater than 2 inches in size. 2. Moisten material and place in lifts not exceeding 6-inches in thickness and compact by tamping to a density of not less than 90% of maximum density at optimum moisture as determined by ASTM D698. 3. Use special care in placing this portion of backfill to insure placement under and around pipe and to avoid injuring or moving pipe. D. Backfilling Under and Over Pipe, Water Packed 1. Backfill all pipe by hand from bottom of trench to a point approximately 12 inches to 16 inches above top of pipe by using material free from rocks or boulders greater than 2 inches in size. 2. Carefully place material under haunches of pipe, fully backfill between side of pipe and trench wall, and across entire width of trench once backfill depth has exceeded top of pipe. 3. Hand compact as required to assure that all spaces are uniformly filled. 4. When backfill has reached a point 12 inches to 16 inches above top of pipe, fill entire trench with water to natural ground level. 5. Allow water to percolate through backfill that has been placed until all of water has drained away. 6. Allow backfill to dry until it will support weight of a person without settlement and tamp backfill to grade. E. Backfilling to Grade 1. From 1 foot above to of pipe to finish grade, install backfill and tamp. 2. Place material in 6-inch layers, moistened if necessary, and thoroughly compacted with mechanical tampers from bottom of trench to finish grade to a density of at least 90% of maximum density at optimum moisture as determined by ASTM D698. F. Anchorage of Bends, Tees and Plugs, Etc. 1. Apply reaction of thrust backing to all pipe lines at all tees, plugs, caps, and bends. 2. Back pipe and fittings with concrete with a minimum compressive strength of 2500 psi will be acceptable. Annex Water System 02665-11 Dec 1998 3. Place backing between solid ground and fittings to be anchored; area of bearing on pipe and on ground in each instance shall be sufficient to withstand maximum thrust anticipated and as required by Engineer. 4. Place backing so that pipe and fitting joints will be accessible for repair. 5. Round backfill up over trench sufficiently to allow for future settlement. 6. Remove all excess dirt from site. 3.13 LINE TESTING A. After pipe is laid and joints completed, hydrostatically test each section or run of piping. B. Provide suitable means for filing lines and developing required pressure in lines. C. Test piping system in accordance with following procedure: 1. Duration: Minimum of four (4) hours. 2. Pressure: Minimum of 100%, but not greater than 120% of pipe pressure class of pipe at lowest point in test section, and minimum of 85% of pipe pressure class of pipe at highest point in test section. 3. Allowable Leakage: Maximum allowable leakage for push -on joints in ductile iron pipe is number of gallons per hour as determined by following formula: L = SDP 133,200 where: L = Allowable leakage in gallons per hour S = Length of pipe tested D = Nominal diameter of pipe in inches P = Average mix of max. and min. pressures within test section in psi 4. Maximum allowable leakage for PVC pipe is number of gallons per hour as determined by following formula: L= ND�P 7,400 Annex Water System 02665-12 Dec 1998 where: L = Allowable leakage in gallons per hour S = Length of pipe tested D = Nominal diameter of pipe in inches P = Average mix of max. and min. pressures within test section in psi D. Repair all leaks which become evident prior to final acceptance of project and repaired to satisfaction of Engineer even though particular line has been previously accepted and tested. 3.14 DISINFECTION OF PIPE LINES A. Disinfect piping system before placing in service in accordance with requirements of AWWA C651 and Section 02666 Disinfection of Water Mains. 3.15 CLEANING AND ADJUSTING A. Maintain trench surfaces in a satisfactory manner until final completion and acceptance of work including blading from time to time as necessary, filling depressions caused by settlement, and or work required to keep all areas in a presentable condition. END OF SECTION Annex Water System 02665-13 Dec 1998 SECTION 02666 DISINFECTION OF WATER MAINS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions, Supplementary Conditions and Division 1 General Requirements apply to Work of this Section. 1.2 SECTION INCLUDES A. Disinfection of water mains. 1.3 RELATED SECTIONS A. Section 01090 — Reference Standards. B. Section 01300 — Submittals. C. Section 01650 — Starting of Systems. D. Section 02665 — Water Systems Piping, Valves, Fitting and Accessories. 1.4 REFERENCE STANDARDS A. AWWA C651 — Disinfecting Water Mains. B. Texas Administrative Code (TAC) Chapter 290 — Water Hygiene. C. Texas Department of Health Laboratory Standards. D. Standard Methods for the Examination of Water and Wastewater. 1.5 SUBMITTALS A. Submit in accordance with Section 01300 — Submittals. B. Submit laboratory approval certification from the Texas Department of Health. 1.6 QUALITY ASSURANCE A. Bacteriological tests will be performed in accordance with the latest requirements of Standard Methods for the Examination of Water and Wastewater. B. Laboratory used for bacteriological tests will be approved for such tests by the Texas Department of Health. Annex Water System 02666-1 Nov 1998 PART 2 PRODUCTS 2.1 CHEMICALS A. Acceptable disinfects are liquid and solid forms of hypochlorites. Liquid chlorine gas is not'acceptable. 1. Hypochlorites meeting the requirements of AWWA B300. B. Acceptable chemicals for neutralizing chlorinated water are liquid and solid forms of sodium bisulfite, sodium sulfite and sodium thiosulfate. PART 3 EXECUTION 3.1 METHODS OF CHLORINATION A. Use the slug chlorination method as described in AWWA C651. B. Maintain a minimum residual of 100 mg/1 for a minimum of 3 hours for the initial disinfection. C. Monitor the chlorine residual at each fire hydrant at least twice during the initial disinfection. 3.2 TEMPORARY FACILITIES A. Provide temporary taps or blowoffs as required. Use a minimum of 2-inch diameter steel pipe and fittings with isolation valves and sampling taps. 3.3 FINAL FLUSHING A. Flush the water system of the highly chlorinated water within 24 hours of initial chlorination. B. Flush water in a location and manner as approved by the Engineer. C. Neutralize the highly chlorinated water to a maximum free chlorine residual of 1.0 mg/l. 3.3 SAMPLING AND ANALYSIS A. Collect bacteriological samples at intervals of no more than 1000 feet and one sample from each end of the facilities. B. Collect samples after the initial disinfection and after facilities have been filled with chlorinated water and a free chlorine residual of at least 0.5 mg/1 has been detected. C. Collect samples in accordance with the latest requirements of the Standard Methods for the Examination of Water and Wastewater and the Texas Natural Resources Conservation Commission. Annex Water System 02666-2 Nov 1998 D. Submit bacteriological samples to the City of Lubbock Heath Department or the City of Lubbock Water Treatment Laboratory for analysis. 3.4 ACCEPTANCE A. Facilities will be considered properly disinfected when two consecutive sets of acceptable bacteriological samples, taken at least 24 hours apart, have indicated the absence of coliform organisms. B. After acceptance by the Engineer, the facilities may be connected to the City of Lubbock water distribution system. C. After acceptance by the Engineer, remove all temporary facilities. Properly plug any connections made to the facilities. END OF SECTION 1 1 1 1 1 1 1 1 1 Annex Water System 02666-3 Nov 1998 I