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HomeMy WebLinkAboutResolution - 2208A - Contract-Rhode Pipe Company-Sewer System Improvements, 98Th & Ave P Lift Station - 12/12/1985HW:js RESOLUTION Resolution #2208-A December 12, 1985 Agenda Item #48 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract with Rhode Pipe Company for sanitary sewer system improvements at the 98th Street and Avenue P lift station, attached herewith, which shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as fully copied herein in detail. Passed by the City Council this 12th day of ATTEST: Ranetl<e Boyd, City Secretary APPROVED AS TO CONT ene a s, FurchasiManager APPROVED AS TO FORM: Harold Willard, Assistant itC- y Attorney December .19Rr MONTHLY ESTIMATE CITY OF LUBBOCK Project: 98th Street and Avenue "P" Lift Station Project No. 36-0001-14800-01249n Contractor: Rhode Pipe Company Estimate No. 6 & Final Address: P. 0. Box 53370 Contract $ 205,120.00 Lubbock, Texas 79453 By C.O. $206,091.75 Estimate Period From December 1 19 86 to April 7 197 on First estimate and firial estimate use actual work dates ITEM UNIT OF PROJECT WORK DONE I CONTRACT MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT Lift Station furnished and Lump Sum 100% 205.12n -nn 205,120.00 lete insta I I I CHANGE ORDEit #1 1 971.75 APPROVED: / ` F ,,, Fnm ti /,,.,; , TotA Amount of Work Done . Less 5 °i, Retained ............. Difference Less Special Deduction . ......... Less Liquidated Dvmage .. .... Less Previous Pays-nents . ......... Amount Due this Estimate......... $ S ...5 S $ 206, 091.75 192,915.36 13,176.39 CUl,lhll115 h'" Enyi eer Date s / �'�Q _ '7 r Checked by: Dep,,-, e d Date i' i Date Date i Change Order No. 1 98th Street & Ave Iie "P" Lift Station 36-0001-14800-012480 To: Rhode Pipe Company P. 0. Box 53370 Lubbock, Texas 79453 Original Amount of Contract $205,120.00 Net Amount this Change Order 971.75 Amended Amount of Contract $206,091.75 Original Completion Date August 14, 1986 Amended Completion Date October 13, 1986 WHEREAS, it is desirable to make changes in the plans and specifications for this project; THIS AGREEMENT WITNESSETH: In consideration of the mutual advantages gained, the Owner and the Contractor agree to the change shown herein and in the attached exhibits and data and the Owner and the Contractor agree that the original contract between them shall be modified and amended to the extent herein indicated. IN WITNESS WHEREOF, the Owner and the Contractor have hereto set their hands this the 326 day of December, 1986. Rhode Pipe Company By ��� Contractor CITY OF LUBBOCK OWNER By - ( � Rf Bob Cass, Deputy City Manager Ce, At I _ Rane e Boyd, City Secretary Reco ended for Approval t Wi r D. Watson, Chief Engineer Water tilities Engineering Breakdown of Change Spring Pads for the stand-by Generator Electrical work to provide for operation of one pump only. Plus 15% overhead, profit, etc. Total amount of change Attachment to Change Order No. 1 Rhode Pipe Company 36-0001-14800-012480 $200.00 $645.00 $845.00 _ $126.75 $971.75 ._ . SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SANITARY SEWER SYSTEM IMPROVEMENTS 98th Street & Avenue "P" Lift Station 36-0001-14800-012480 A City Uf G wil (i f Lubbock.Texas No Text NOTICE TO BIDDERS BID # 8776 Sealed proposals addressed to Gene Eads, Purchasing Manager•. City of Lubbock, Texas, will be received at the office of the Purchasing Manager, 1625 13th St., Room L-04, Lubbock, Texas, 79401. until 2:00 o'clock p.m. on the 27th day of November, 1985, to furnish all labor and materials and perform all work for the construction of the following described projects SANITARY SEWER SYSTEM IMPROVEMENTS 98TH STREET & AVENUE P LIFT STATION After the expiration of the time and date above first written, said sealed proposals will be o'pe'ned by the Purchasing Manager at his office and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of Gene Eads, Purchasing Manager for the City of Lubbock. prior to the expiration of the date above first written. The City Council will consider the bids on the 12th day of December, 1985. at Municipal Bldg., Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond and payment bond in accordance with Article 5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00 the said statutory bonds will not be required. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds Cif 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. The plans. specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager for the City of Lubbock. Texas. 7. CERTIFICATE OF INSURANCE TABLE OF CONTENTS 1. NOTICE TO BIDDERS. SECTION I - 2. GENERAL TO BIDDERS _INSTRUCTIONS (Blue) Paragraph Page 1. Scope of Work I-1 2. Contract Documents I-1 3. Plans for Use by Bidders' 4. Time and Order for Completion I-1 5. Payment I_I 6. Affidavits of Bills Paid 7. Materials and Workmanship I-2 8. Guarantees I-2 9. Plans for the Contractor 1-2 10. Protection of the Work I-2 11. Texas State Sales Tax 1-3 12. Protection of Subsurface Lines and Structures I-3 ~ 13. Barricades and Safety Measures I-3 14. Explosives I-3 15. Contractors Representative 1-4 16. Insurance I-4 17. Labor and Working Hours I-4 18. Payment of Emglcyees and Filing of Payrolls I-5 19. Provisions Concerning Escalator Clauses I-6 20. Preparation of Proposal I-6 21. Bound Copy of Contracts I-6 22. Prevailing Wage Rates I -S 3. BID PROPOSAL 4. CONTRACT 5. PAYMENT BOND 6. PERFORMANCE BOND 7. CERTIFICATE OF INSURANCE SECTION II 8. GENERAL CO:r'DITIONS OF THE AGREE--NIENT (Yellow) Paragraph Page 1. Owner II -1 2. Contractor II -1 3. Owner's Representative II -1 4. Contract Documents IZ-1 5. Interpretation of Phrases IZ-I 6. Subcontractor II -2 7. Written Notice II -2 8. Work II -2 9. Substantially Completed II -2 10. Layout of Work II -2 11. Keeping.of Plans and Specifications Accessible II -3 12. Right of Entry I1-3 13. Lines and Grades II -3 14. Owner's Representative Authority and Duty II -3 15. Superintendence and Inspection II -4 16. Contractor's Duty and Superintendence II -4 17. Contractor's Understanding II -S 18. Character of Workmen II -5 19. Construction Plan IZ-S 20. Sanitation II -5 t 21. Observation and Testing II -5 ' 22. Defects and Their Remedies II -6 23. Changes and Alterations - IZ-6 24. Extra Work II -7 25. Descrepancies and Omissions II -8 - 26. Right of Owner to Modify Methods and Equipment II -8 27. Protection Against Accident to Employees and Public II -9 28. Contractors Insurance II -9 29. Protection Against Claims of Subcontractors, Labors, Materialmen, and Furnishers of :Machinery, Equipment, and Supplies - II -11 30. Protection Against Royalties or Patent Invention II -11 31. Laws and Ordinances ZI-11 32. Assignment and Subletting 1I-12' 33. Time for Completion and Liquidated Damages Ii -12 34. Time and Order of Completion II -13 35. Extension of Time II -13 36. Hindrance and Delays II -13 37. Quantities and Measurements I1-14 38. Protection of Adjoining Property II -14 39. Price for Work II -14 40. Payments II -14 4 41. Partial Payments II -15 42. Final Completion and Acceptance II -15 43. Final Payment II -15 - 44. Correction of Work before Final Payment for Work II -16 45. Correction of Work after Final Payment II -16 9. MATERIALS OF CONSTRUCTION SECTION II (Pink) (Continued) Paragraph Page 46. Payment Withheld II -16 47. Time of Filing Claims II -17 48. Arbitration II -17 49. Abandonment by Contractor II -18 50. Abandonment by Owner II -19 51. Bonds II -20 52. Special Conditions II -20 53. Losses from Natural Causes II -20 54. Independent Contractor II -20 55. Cleaning Up II -20 (Green) SECTION III Paragraph 9. MATERIALS OF CONSTRUCTION (Pink) Paragraph 1. General III -1 2. Polyvinyl Chloride Pipe III -2 j 3. Ductile Iron Pipe III -2 4. Cast Iron Fillings III -2 5. Gate Valves III -2 6. Valve boxes, frame & Cover III -2 7. Flap Valves III -2 8. Wet Well III -2 9. Manhole Frames & Covers III -3 10. Concrete & Mortar _ III -3 11. Reinforcing Steel III -3 12. Forms III -3 13. Curing Compound III -4 14. Gravel for Embedment III -4 SECTION IV 10. DETAILS OF CONSTRUCTION (Green) Paragraph 1. General IV -1 2. Excavation and Trenching IV -1 3. Pipe Installation IV -4 4. Backfilling IV -4 5. Clean Up IV -5 6. Contractors Reminder IV -5 SECTION V J 11. LIFT STATION SPECIFICATIONS (Buff) Paragraph Page 1. General V-1 2. Pump Chamber V-1 3. Elevator V-1 4. Welding V-3 5. Protective Coating V-3 6. Pumps V-4 7. Motors V-4 8. Electrical Control Systems V-4 9. Piping and Valves V-5 10. Sump Pump V-5 11. Dehumidifiers V-6 12. Ventilation V-6 13. Lights V-6 14. Wiring V-6 15. Cathodic Protection V-7 16. Inspection and Test V-7 17. Initial Operation V-7 18. Guarantee 'V-8 19. Excavation, Grading and Backfilling V-8 SECTION VI 12. Building Specifications (Golden Rod) Paragraph 1. General VI -1 2. Scope VI -1 3. Building VI -1 4. Accessories VI -2 5. Skylights VI -2 6. Overhead Door VI -2 7. Insulation VI -2 8. Foundation VI -2 9. Brick VI -2 10. Electrical VI -3 11. Lighting Fixtures VI -3 12. Panelboards and Cabinets VI -4 13. Wall Switches VI -4 14. Standby Power Generator VI -4 15. Power Ventilator VI -5 16. Telephone Conduit System VI -5 17. Trolly & Hoist VI -6 18. Plumbing VI -6 19. Toilets VI -6 I 4• FOR -COM,?LETION PA.MENT Ali payments due to Conn; provisions of tl e Genera: 1=2 (a7 The experience record o similarnature to the o work in progress with b A sworn statement of th _tquipment schedule. ract is issued by an organization which qualifies for exemption s pursuant to provisions of Article 20.04 of the Texas Limited cise and Use Tax'Act. Contractor shall, at his own expense, furnish and erect such bar ri- a, fences, lights, and danger signals, and shall take such other :autionary measures for the protection of persons, property and the c as may be necessary. 4. EXPLOSIVES of explosives will not be permitted unless written permission to obtained by the Contractor from the City. In all cases where permission is obtained for the use of `explosives, 11 the Contractor sume full responsibs.lity for all damage which may occur as a i indirect result'of"the blasting'.' In addition -in all cases wnere explosives are authorized to be used, the Contractor shall use I=3 1-4 re.iease the Contractor, from, compliance with any wage law that may be applicable. Construction work under this contract requiring ari inspector krill not be performed on weekends or holidays unless the following con- ditions exist: ie contractor and each of his subcontractors shall pay each of his ployees engaged in work on the project under this contract in full .ess mandatory legal deductions) in cash, or by check readily cashable .thout discount, not less oft1. en than once each week. The Contractor and ter�thaisthebseventhtday engfolaged- at the site of the work shall not owing the payment of wages, file with" the ner's representative, or Engineer, a certified, sworn, legible copy of ch payroll. This shall contain the name of each employee, his classi- cation, the number of hours worked on each day, rate of pay, and net Y.- The affidavit shall state that the _copy is true and correct copy of ch payroll -,"that no rebates or deductions (except as shown) have been de, or will. in the future bemade_from the wages paid asshown `thereon. e Contractor must classify employees according to one of the classi cations set forth in the schedule of general prevailing' rate of per em wages, which schedule is included in the contract documents. No Text No Text Acous ee inter er -.Certified 8.00 9.50 nter Helper 5.00 t Finisher , 00 li Hanger - 9.50 rician_ 10. 00 rician-Helper 5.00 ment Operator - vy 7.00 ht . 5.00 installer Br . _ > 7.50 ator 3tor-Helper :. 5.00 Yorker 7.25 °r, General Mixer. 6.00 ,r ;7.75 ,r 9.25 r -Helper 6.00 7.00 -Helper metal Worker ._ 8.75 metal Worker -Helper 5.50 er -.Certified 8.00 eLLer-helper - r, General Laborer, Utility . .. . 4.75 Kechanic 5.50 4echanic Helper 5.00` 'OWER 'EQUTP'ME'1 1' Of E'RAi RS: ksphalt`Paving Machine 6.00 3ulldozer 5.25 ;oncrete Paving Machine 6.00 ront End Loader 5.25 leavy Equipment 7.00 ight Equipment 5.00 lotor Grade Operator b.00 oller': _ _ 5.00 craper _. �..: . - ractor. _5.50 5.50 ruck Driver - Light' . 4.75 . Heavy 5.25 z ;. s y o u oc s Frevailfng WaoeRates !.Overtime Rate EXHIBIT D The�rate�forovertime(in excess �oF forty hours per week) is 1 1/2 times base rate. Rate — EXHIBIT E d and �. v . ��,,- _. �_ � -�� ._. ;� holiday is 1 1/2 gimes base rate. GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it shall be understood as. referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood to mean the person, persons, co -partnership or corporation, to -wit: Rhode:; Pipe Company who has agreed to perform the work embraced in this contract, or to his or their legal representative. 3. M%1NER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to Samuel W. Wahl Director of Water Utilities , City Hall, Lubbock, Texas, under whose supervision these contract documents, including the plans and specif- ications, were prepared, and who will inspect constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act inany particular under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's Representative, but j shall not directly supervise the Contractor or men acting in behalf of the contractor. The Owner's Representative shall have authority to approve change orders involving a decrease or increase in cost of five thousand dollars or less. -4. CONTRACT DOCUMENTS The contract documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, Signed Agreement, Statutory Bonds (if re- quired), General Conditions of the Agreement, Special. Conditions of the Agree- ment (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in accordance with the Notice to Bidders. 5. INTERPRETATION OF PHRASES �t 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, designa- tion or prescription of the Owner's Representativeisintended; and similarly, the words "Approved," "Acceptable," "Satisfactory, or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representa- tive. Whenever in the Specifications or drawings accompanying this agreement, the terms of description of various qualities relative to finish, workmanship, or other qualities of similar kind which cannot, from their nature, be specifi- cally and clearly described and specified, but are necessarily described in general terms, the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the fulfillment of said Specifications II -1 shall be decided by the Owner's Representative, and said work shall be done in accordance with his interpretations of the meaning of the words, terms, or clauses defining the character of the work. 6. SUBCONTRACTOR , The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractorforperformance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by.these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed -to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to him who.gives the notice. 8. WORK Unless otherwisestipulated, 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 j the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a'good g .quality. The Con— tractor, 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 recog- nized 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 OF WORK 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. I1-2 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished with 2 copies of aI1 Plans, Pro- files and Specifications without expense to him and he shall keep one copy of same consistently accessible on the `job -site: 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress and quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work, nor will he be responsible for the construc- tion means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner that the completed project will conform to the requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. On the basis of his on-site observations, he will keep the Owner informed of the pro- gress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the work contemplated by.these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary,, Contractor shall suspend his work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor'shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time andlace where lines and p grades will be needed.. All stakes,. - marks, etc., shall be carefully preserved by the Contractor and in case of careless destruction or removal by him, his Subcontractor4,,or his employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties 'to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The Owner's Representative's estimates and findings shall be conditions pre- cedent to the right of the parties hereto to arbitration or to any action on the contract, and to any rights of the Contractor.to receive any money under this contract; provided, however, that should Owner's Representative render any decision or give any direction, which in the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, 1 1 -3 either party may file with said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such action may reserve the right to submit the question so raised to arbitration as .` hereinafter provided. It is the intent of this Agreement that there shall be no delay in the execution of the work, therefore, written decisions or'direction of the Owner's Representative as rendered shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted to arbitration as hereinafter provided. - The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and. the Contractor a'written decision on all 'claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plans. Should the Owner's Representative fail to make such decision within a'reasonable time, an appeal to 'arbitration may be taken as if his decision had been rendered against' -the'' party appealing. 15. SUPERINTENDENCE AND INSPECTION It is agreed'by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time 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 therefor. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors, or j inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate_ engineers, supervisors or inspectors"so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications,'provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within six (6) days make written -appeal to the Owner's Representative for his decision. 16._ CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative., The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor._ Adequate supervision by competent and reasonable representa- tives 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 exclu- sive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of his agents or employees, or any other persons performing any of the work. 11-4 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examina- tion, satisfied himself as to the nature and location of the work, the confir- mation of.the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way effect the'work under this', contract. No verbal -agreement or conversation with any officer, agent:, or employee of the Owner, either before or after the execution of this coritract, shall effect or modify any of the terms or obligations herein contained_ 18. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, skillful the in the performance in p type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that any man or men on the work, are, in his opinion, incompetent, un- faithful, or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials,necessary in the prosecution and completion of th s contract where ` it is not otherwise specifically provided that Owner shall furnish same and it is also understood that Owner shall not be held responsEble for the care,. r preservation, conservation, or protection of any materials,, tools, equipment or machinery or any part of the work until it is finally cc=plete.d and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall direct, and the sanitary conditions of the "gr ' ounds in or about such. str-ucture shall at all times be maintained in a manner` satisfactory to the Owner's; Representative. 20.. SANITATION Necessary sanitary conveniences for the use of labore=s on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points at shall be approved by the Owner's Representative and their use shall be strictlyenforced. 21. OBSERVATION AND TESTING The Owner or Owner's_ Representative shall have the right at all reasonable times to observe and test the work. Contractor shall make: necessary arrangements and provide proper facilities and access for such observat-1on and testing at any location wherever work is in preparation or progress. Contractor_ shall ascertain the scope of any observation which may be contemplated by Owner or • Owner's Representative and shall give ample notice as to the time each part of ` the work will be.ready for such observation. Owner or Owner's Representative may reject any work found to be defective or not in accordance with the con - 11 -5 tract documents,'regardless of the stage of its completion or the time or + place of discovery of such errors, and regardless of whether Owner's Observer has previously accepted the work through oversight or otherwise. If any work should be covered without approval or consent of the Owner, it must if requested by Owner or Owner's Representative be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manu- factured at a location where it is not convenient for Owner or Owner's Representa- tive go make observations of such work or .require testing ofsaidwork, then in such event Owner or Owner's Representative may require Contractor to fur- nish 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 work which is required to be inspected, tested, or approved, is covered up without written approval or consent of the Owner or Owner's Repre- sentative, 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 approval, and any work which meets the requirements of any such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at.the..Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspec- tions, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals,: shall relieve the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and contract documents; the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form, dimensions, plans or 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 alterationsdiminish the quantity cof the work to be done, they shall not constitute the basis for a claim for damages., I or antici- pated profits on the work that may be dispensed with. If tthey increase the amount of work, and the increased work can fairly be classAfied under the specifications, such increase shallbe paid according to thie quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provide -d 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 users in said work, then the Owner shall recompense the Contractor for any material- or labor so used, and for any actual loss occasioned by such change, due to zictual expenses_ in- curred in preparation for the work as originally planned. 24 EXTRA 'STORK The term "extra work" as used in this contract shall The -understood to mean and include all work that may be required by the Owned or Owner's Repre- sentative to be done by the Contractor to accomplish any chaange, alteration or addition to the work as shown on the plans and specificatio-)ns or contract documents a -ad not covered by Contractor's proposal, except -as provided under . Changes and Alterations herein: It is agreed that the Contractor shall perform all exttra work.under the direction .of the Owner's Representative when presented withi a written work order signed by the Owner's Representative, subject, however, to the right of the Contractor to require written confirmation of such ext a 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 one CDr more of 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. Conitractor shall be paid the actual field cost of the work, plus fifteen (15%) per cent. In the event said extra work be performed and paid forr under Method (C), then the provisions of this paragraph shall apply and the "'actual field cost" is hereby defined to include the cost of all workmen, such. as foremen, time- keepers, mechanics and laborers, and materials, supplies, tteams, 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 B3onds, Public Lia- bility and Property Damage and Workmen's Compensation and all other insurances as may be required by law or ordinances or directed by thea Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be Xcept and records of these accounts shall be made available to the Owner's Representative. The 1I-7 Owner's Representative may also specify in writing, before work commences, f the method of doing the work and the type and kind'of machirvc y and equipment jto be used; otherwise, these matters shall be .determined: by t.�e Contractor. Unless otherwise agreed upon, the _prices for the use of machinery and equip- ment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adored by the Associated seIolf 'Contractors of America. Where practical, the teems and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen per cent (157.) of the actual field cost to be paid to. Contractor shall cover and compensate him for his profit., overhead, general superintendence, and field office expense, and all other- elements of cost and `expense not embraced within the actual field cost as herein defined,save that where the Contractor's Camp or, Field Office must be maintained. primarily on account of such Extra Work, then the cost to maintain and operate the same shall.be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by the Owner's Representative. In case any orde=s or instructions appear to the Contractor to involve extra work"fox which he should receive compensation or an adjustment in the construction time, Fie shall make written request to the Owner's Representative for a'written order authorizing such extra work. Should a difference of opinion arise "as to what does or does not constitute extra work, or as to the payment therefor, ands the Owner's Repre- sentative insists upon its performance, the Contractor siell proceed with the work after making written requestforwritten order and shall keep adequate and accurate account of the actual field cost thereof, asprc-ided under Method (C). The Contractor will thereby preserve 'the right submit the matter of payment "to arbitration as herein below y provided. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of thisco: ct"that all work described in`the proposal. the specifications, plans and o. contract docu- ments, is to be done for the prices quoted by the Contracto and that such price shall include all. appurtenances necessary to complete t:1e work in ac- cordance with the intent of these contract documents as nterpreted by Owner's Representative. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents, he sba-ould notify the Owner's Representative and obtain a clarification before the bids' are received, and if no such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the Contractor fully under- stands the work to be included and has provided sufficient sums in his pro- posal to complete the work in accordance with these plans and specifications. It is further understood that any request for clarification must be submitted no later than five days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress re- quired 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. i - j If,.at any time, the working force of the Contractor is inadequate: for securing the progress herein specified,`the Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress.' 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC The Contractor shall take out and procure a policy or policies of Work- men'S Compensation Insurance with 'an insurance company licensed to transact ` business in the State of Texas, which.policy shall comply with the Workmen's Compensation laws of the State of Texas.- The Contractor shall.at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal,' state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be 'guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations,.. The Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any character whatsoever, brought for or on account of any injuries or damages received or, sustained by any person or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and supervision of said contract, and the project which is the subject matter..of this contract, on account of the failure of Contractor or any Isubcontractor to provide necessary barricades, warning lights, or.signs, and will be required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including attorney's fees. The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement,,as well as any notice which may be given by the Owner, the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any.of his subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall procure and carry at his sole cost and expense throughout the life of this contract, insurance protection as hereinafter specified. Such insurance shall be carried with an insurance company licensed 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'sub- contractor, or separate policies shall be provided covering the operation of each subcontractor. (A) Workmen's Compensation and Employer's Liability Insurance As required by State statute covering all employees employed on a work whether employed by the Contractor or any Subcontractor on the job. 11-9 (B) Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance The Contractor shall obtain an Owner's Protective or Contingerzt Public Liability Insurance policy naming the City of Lubbock as an addi— tional insured and the amount of such policy shall be as follows: $ 500,000 for bodily injuries, including accidental death, to any one person, but limited to $ 500,000 per occurrence, and $ 100,000 for property damage. The Contractor shall obtain a Contractor's Protective (Contingent) Liability Insurance policy and the amount of said policy shall be as follows: In an amount not less than $ 100,000 for bodily injmries, including accidental death, to any one person, but not less than $_ 300,000 11per occurrence and in the amount of not less than $ 100,000 for property damage. (C) Automobile Insurance - The Contractor shall procure automobile insurance providing coverage as follows: In an amount not less than $ 100,000 for injuries•„ including accidental'death,'to any,.one person, but not less than $ 300,000 per occurrence, and in the amoumt of not less than $ 100,000 for property damage. (D) Proof of Coverage Before work on this contract is commenced, each Contractor and sub— contractor shall submit to the Owner for approval Five (5) certi- ficates of insurance covering each insurance policy carried and of-fered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting f'zDrth: (1) The name and address of the insured. (2) The location of the operations to which the insurance ap-plies. (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 certi£`cate. (5) A statement that the insurance of the type afforded by the policy applies to all of the operations of whatever character, which are undertaken by the insured during than performance of this contract, provided such operations a::.re required -in the perforr..ance of the contract. (6) A provision that the policy may be cancelled only by mailing written notice to the named insured at the address shown. in the 1I-10 policy stating when, not less than ten (10)�days thereafter, cancellation of such policy shall be effective, with a copy to the Owner of said letter of intent. 29. PROTECTION AGAINST CLAIMS OF`SUBCONTRACTORS,' tABORERS, MATERIALMEN, s AND FURNISHERS OF MACHINERY,_EQUIPMENT AND SUPPLIES The Contractor agrees that he"will indemnify and save the Owner harmless from all claims growing out of any demands of subcontractors, laborers, work- men, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this contract. When Owner, so desires', Ithe 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 indebted- ness 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, 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 Any and all communications between any party under this paragraph must be in writing. 30. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall pro- : vide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner 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 harmless from any loss on account thereof. If the material or process speci- fied or required by Owner is an infringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement. 31: LAWS AND 'ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the Con- tractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owner's Representative in writing and any neces- sary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, he shall bear all costs arising therefrom. i1-11 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. 32. ASSIGNMENT AND SUBLETTING The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract: The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this contractual agreement. 33. TIME FOR COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed-that the work em- braced in this contract shall be commenced on a date to be specified in the Notice to Proceed. If the Contractor should neglect, fail, or refuse t0 complete the work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of One Hundred Dollars ($ 100.00 ), not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for Com- pleting the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is rea- sonable time for the completion of the same, taking into consideration the average climatic change and conditions and usual industrial conditions pre- ailing in this locality. The amountisfixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty in fixing and. ascertaining actual damages the Owner would in such event sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment. It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract. 11-12 34. TINE AND ORDER OF COMPLETION It is the meaning and intent ofth_s contract, unless. otherwise herein specifically provided, that the Contra cror shall be allowed to prosecute his work at such time and sessions, in such order of_precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion .designated in the proposals; provided, also, that when the Owner is having other work done, either by contract or by his own force, the Owner's Representa- .tive may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor proposes to carry on the work, with dates at which the Contractor will start the several parts of the work, and estimated dates of completion of the several parts. 35. EXTENSION OF TIME The Contractor agrees that he has submitted his proposal in full recog- nition of the time required for the.comletion of this project, taking into consideration the average climatic range and industrial conditions prevailing ` in this locality, and has considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he shall not be entitled to, nor will he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or.by changes ordered in the work, or by strike, walk -outs, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the Contractor supported by all requested documentation shall then submit such written request to the City Council of the City of Lubbock for their consideration. Should the Contractor disagree with the action of City Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided. 36. HINDRANCE AND DELAYS In executing the contract agreement, the Contractor agrees that in under- taking to complete the work within the time herein fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge shall be made by the Contractor for hindrance or delays from any cause during, the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's c.onvenienze in which event such expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 37. 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 for.the various classes of work to bedoneand material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their proposals offered for the work." It is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall.be for the `actual amount of work done and materials furnished on the project. 38. 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 he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or rowing out of the g performance of this contract,. • 39._ 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 specifi- cations and stipulations herein contained, the Owner agrees to pay the Conractor the price set forth in the proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to .receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by him and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and require-ments of Owner's Representative. 40. 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 �A or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final Payment of the contract price shall constitute a waiver of all claims against Owner which have not theretofore been timely filed as provided in this contract. 41. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment. Owner's Representa- tive shall review saidapplication for partial payment and the progress of the work made by the Contractor and if found to be in.order shall prepare a certi- ficate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate. of Partial Payment, less 5% of the amount thereof, which.5 % shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of this agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's Representative pay reasonable and equitable portion of the retained percentage due Contractor. 42. FINAL COMPLETION AND ACCEPTANCE Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially com- pleted in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor.- 43. FINAL PAYMENT Upon the issuance of the:certificate of completion, the Owner's Repre- sentative shall proceed to make final measurement and prepare a final state- ment of the value of all work performed and materials furnished under the terms of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31st day after the date of certificate of completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said per- formance by the Contractor. Neither, the certificate of acceptance nor the b final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the special conditions p (if any) of this contract or required in the specifications made,a part of this contract. 44. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK Contractor shall promptly remove from Owner's premisesa all materials con- demned by the Owner's Representative on account of failure to conform to the contract, whether actually incorporated in the work or not,. and Contractor shall at his own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract. Contractor shall , also bear the expense of restoring all work of other contraictors damaged by any such removal or replacement. If Contractor, does not re -Move and replace any such condemned work within a reasonable time after a wr_:itten notice by the Owner or the Owner's Representative, Owner may, remove and r -replace it at Con- tractor's expense. 45. CORRECTION OF WORK AFTER FINAL PAYLKENT Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for faulty materials orworkmanship, he 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 substantial completion. Trhe Owner or the Owner's Representative shall give notice of observed defects; with reasonable promptness. 46. PAYMENT WITHHELD _. The Owner may, on account of subsequently discovered ezvidence, withhold or nullify the whole or part of any certificate to such extant as may be necessary to protect himself from loss on account of: (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for material or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor -provides a surety bond satisfactory to the Owner, which will protect the Owne_x' in the amount withheld, payment shall be made for amounts withheld because of them. 47. TIME OF FILING CLAIMS It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with " the Owner's Representative within fifteen (15) days after the Owner's Repre- sentative has given any directions, order or instruction to which the Contractor desires to take exception. The Owner's Representative shall reply to such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the decision of the Owner's Repre- sentative, any demand for arbitration shall be filed with the Owner's Repre- sentative and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. 48. ARBITRATION All questions of dispute under this `agreement shall be submitted to arbi- tration at the request of either party to the dispute. The parties may agree upon one arbitrator, otherwise, there shall be three; one named in writing by each party and the third chosen by the two arbiters selected; or if the arbiters fail to select a third within ten (10) days, he shall be chosen by the District Judge, 72nd Judicial District of Texas. Each arbiter shall be a resident of the City of Lubbock. Should the party demanding arbitration fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall lapse, and the decision of the Owner's Representative shall be final and binding on him. Should the other party fail to choose an arbiter within ten (10) days, the Owner's Representative shall appoint such arbiter. Should either party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the arbiters are empowered by both parties to take Ex Parte Proceedings. -The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the contract, unless either or both parties shall appeal within ten (10) days from date of the award by the arbiters, and it is hereby agreed that each party shall have the right of appeal and all proceedings shall be according to and governed by Arbitration Statutes of Texas, being Article 224, et seq., Vernon's Annotated Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT SHALL BE A CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION. The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sustained, such sums as they deem proper for the time, expense and trouble incident to the appeal, and if the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation, unless otherwise pro- vided by agreement, and shall assess the costs and charges of the. arbitration upon either or both parties. The award of the arbiters must be made in writing and shall not be open to objection on account of the form of proceedings or award. 1I-17 49. ABA�V`DO%? ENT BY 'C09'MA CT6R In case the Contractor should abandon and fail or refuase to resume work within ten (10) days after written' notification from the Owmer or the Owner's Representative, or if the Contractor fails to comply with t --he orders of the owner's Representative, when such orders are consistent wit --b this contract, this Agreement, or the Specifications hereto attached, theni the Surety on the bond shall be notified in writing and directed to complete ;the work and a copy of said notice shall be delivered to the Contractor. After receiving said notice'of'aban1. donment, the Contraictor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials a.nd equipment under the contract for work, may be held for use on the work by tihe 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 trherefore (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 rediuce the cost to complete the work and be reflected in the final settlement.: In case the Surety should fail to commence compliance swith the notice for completion hereinbefore provided for, within ten (10) days wafter service of such notice, then the Owner may provide for completion of r`he work in either .of the following elective manners: (a) The owner may employ such force of men and u -se of machinery, equipment, tools, materials and supplies as said owner:- may deem necessary to complete the work and charge the expense of such lalbor, machinery, equipment, tools, materials and supplies to said Contrractor, and the expense so charged shall be deducted and paid by the Oiwner 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 paya3ble under this contract, if the same had been completed by the Contracetor, then said Contractor shall receive the difference. In case such,; 'expense is greater than the sum which would have been payable under this ccontract, if the same had been completed by said Contractor, then the Uontractor and/or his Surety shall pay the amount of such excess to the M neer; or (b) The Owner, under sealed bids, after notice psublished 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 f;.or the completion of the work under substantially the same terms and conriditions which are provided in this contract. In case of any increase i-ai 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 Clontractor and the Surety shall be and remain bound therefore. However, :should the cost to complete any such new contractproveto be less than t3rhat which would have been the cost to complete the work under this contract, the Con- tractor or his Surety shall be credited therewith. When the work shall have been substantially completed, the Con- tractor and his Surety shall be so notified and certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to be the Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the 11 balance due as reflected by said statement within 31 days after the date of certificate of completion. In the event the statement of accounts shows that the cost to com- plete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the Owner, then all machinery, equip- ment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety." Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety fail to _pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment,' tools, materials or supplies on thesiteof the work, notice thereof,`together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect such property. -After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, -tools, materials, or supplies which remain on the jbbsite and belong to persons other than the Con- tractor or his Surety, to their proper owners.` 50. ABANDONMENT BY OWNER In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the attached proposal, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for bythe terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to' ` completion, and which cannot be utilized. The Owner's Representative shall t�-19 then make a final statement of the balance due the Contractor by deducting from the above estimate all previous paynents by the Owner and all other sums that may be retained by the Owner under :tee terms of this Agreement, and shall certify same to the Owner who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said final statement as due the --ontractor, under the terms of this Agreement. 51. BONDS The successful bidder shall be requred to furnish a performance bond and payment bond in accordance with Article 5160, Vernon's Annotated Civil Statutes in the amount of 100% of the total contra=t price, in the event said contract price exceeds $25,000.00. If the contras= price does not exceed $25,000.00, the statutory bonds will not be required. 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. And it is further agreed that this contract shall not be iz effect until such bonds are so fur- nished. 52. SPECIAL CONDITIONS In the event special conditions are =ontained herein as part of the con- tract documents and said special conditicns conflict with any of the general conditions contained in this contract, teen in such event the special conditions shall control. 53. LOSSES FROM NATURAL CAUSES E Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the same, or from unusual obstructions or difficulties -which maybe encountered in the prosecution of the work, shall be sustaiL=d and borne by the Contractor at his own cost and expense. 54.- INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor, with full, complete and exclusive power and authorivJ to direct, supervise, and control his own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work d�ring his performance and to carry out the other prerogatives which are express_y reserved to and vested in the Owner or Owner's Representative hereunder, is Lot 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. 55. CLEANING UP • eap the premises free from accumulation The Contractor shall at all times k of debris caused by the work, and at the _onpletion of the work he shall remove all such debris and also his tcols, scaffolding, and surplus materials, 1 1 -20 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SANITARY SEWER SYSTEM IMPROVEMENTS 98th Street & Avenue "P" Lift Station 36-0001-14800-012480 n a 3,c x . iw eeeeeaaaseeie ee ..., 3 23480 y Q4 0 �. i BID PROPOSAL - BID FOR LUMP SUM CONTRACTS PLACE 1625 13th Street Lubbock, TX - DATE November 27, 1985 PROJECT NO. 36-0001-14800-012480 Proposal of Rhode Pipe Company (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 98th Street & Avenue "P" LIFT STATION 36-0001-14800-012480 having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the proposed work, and being familar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work re- quired under the contract documents, of which this proposal is to be a part, is as follows: Two Hundred Five Thousand One Hundred Twenty and no/100 ---------------------- ($205,120.00 ) (Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 210 consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $ 100.00 for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid proposal shall be completed and submitted in accordance with instruction number 20 of the General Instruc- tions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. t 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 Enclosed with this proposal is a Cashier's Check or Certified Check for Dollars ($ ) or a Proposal Bond in the sum of five percent (5%) of the amount bid Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said proposal; 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. (Seal if Bidder is a Corporation)- ATTEST: orporation)" ATTEST: Secretary Rhode Pipe Company Contractor BY: P. 0. Box 479 Silverton, Texas 79257 CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 12th day of December A.D. 1985, by and between the.City of Lubbock, County of Lubbock, State of Texas, acting by and through Alan Henry , Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and Rhode Pipe Company, P. 0. Box 479, Silverton, Texas 79257 of the City of Silverton County of Briscoe and 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 CON- TRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: 98th Street & Avenue "P" Lift Station 36-0001-14800-012480 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 perfor- mance of the contract in accordance with the proposal submitted therefor, subject to additions and deductions, as provided in the contract documents and to make payment on account hereof as provided therein. I\ WITNESS WHEREOF, the parties to these presents have executed this agreement in the year and day first above written. Cl:-' OF LLQ 30C/ i�:�-.�S/� BY: ,AT _EST: Ci.y Secretary Rhode Pipe Company CO:iiR.:C 0R AT ST: `r T777 Secretary CO12LETy ADDREE SS Rhode Pipe Company APPROVED AS TO FORM: P. 0. Bpx 469 Silverton, Texas 79257 STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160 OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED BY ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION, 1959 KNOW ALL MEN BY THESE PRESENTS, that RHODE PIPE COMPANY (hereinafter called the Principal(s), as Principal(s), and SAFECO INSURANCE COMPANY OF AMERICA SAFEGO PLAZA SEATTLE, WASHINGTON 98185 (hereinafter called the Surety (s), as Surety (s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of TWO HUNDRED FIVE THOUSAND ONE HUNDRED TWENTY AND NO/100--------------- Dollars 205,120.00 ) lawful money of the United Stated for the payment whereof, the said principal and Surety bind themselves, and their heirs, J 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 12TH day of DECEMBER 19 85 to CONSTRUCT 98TH STREET AND AVENUE "P" LIFT STATION 36-0001-14800-012480 and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a sub -contractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended by Acts of the 56th Legislature, Regular Session, 1959 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 copies at length herein. IN WITNESS WHEREOF,the said Principal(s) and Surety(s) have signed and sealed this instrument this 23RD day of DECEMBER 19 SAFECO INSURANCE COMPANY OF AMERICA RHODE PIPE COMPANY Surety Principal *By: r e s dam. 7 (Title) HOWARD COWAN (Title) ATTORNEY IN FACT By: (Title) By: (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates REPUBLIC 14OGG ROBINSON nF TEYAG, INC.' P.O. BOX 6800,LUBBOCK, TX. 79413 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. SAFECO INSURANCE COMPANY OF AMERICA Surety U *By: HOWARD COWAN (Title} ATTORNEY IN FACT Approved as to form: City of Lubbock AA By: I �. A �'� ity Attorney *Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. Payment Bond - Page 2 STATUTORY PERFORMANCE BOND PURSUANT TO ARTICLE 5160 OF THE REVISED CIVIL STATUTES OF TEXAS AS AMENDED BY ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION, 1959 KNOW ALL MEN BY THESE PRESENTS, that RHODE PIPE COMPANY (Hereinafter called,the Principal (S), as Principal (s), and SAFRCO_INSURANCE COMPANY OF AMERICA SAFECO PLAZA SEATTT,E, WASHINGTON 98185 (hereinafter called the Surety(s), as Surety(s) are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of TWO HUNDRED FIVE THOUSAND ONE HUNDRED TWENTY AND NO/100----------------Dollars ( 205,120.00 ) 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 the 12TH day of DECEMBER 19 85 to CONSTRUCT 98TH STREET AND AVENUE "P" LIFT STATION 36-0001-14800-012480 and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended by Acts of the 56th Legislature, regular session 1959, 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 copies at length herein. - IN WITNESS WHEREOF, the said Principal(s) and Surety(s) have signed and sealed this instrument this 23RD day of DECEMBER , 1985 SAFECO INSURANCE COMPANY OF AMERICA RHODE PIPE COMPANY Surety Principal °By HOWARD COWAN (Title) ATTORNEY IN FACT By: C� ��.���-,� ,z (Title) By: By: (Title Title The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates REPUBLIC HOGG ROBINSON OF TEXAS, INC. P.B. ? Bay 6.Qnn TJBBRCK, TX-7g41yi 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 SAFECO INSURANCE COMY4NY OF AMERICA S r By: HOWARD COWAN (Title) ATTORNEY IN FACT Approved as to Form. City of Lub ock By: ___ - , gmz adf-Ci- Attorney *Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to r sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. Performance Bond - Page 2 ® ATTORNEY POWER OF SAFECO INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 SAFECO 4852 No. KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint -------H. T. WILKINS; GERTRUDE CROCKER; HOWARD COWAN, Lubbock, Texas -------- its true and lawful attorneys) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 6th day of January 19 80 lY. L'. HAYANEHSLA, iC_C RCTAF Y J. W. CANNON, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS .... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business ... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the . validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." 1, W.D. Hammersla, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation es GoMpthis 23RD day of DECEMBER 19 85 $ va C�{ f W D. HAMMEIXSLA, SECRE.ARY sra X953 .TF �F WAS 3-1300 R4 8/81 PRINTED IN U.S.A. I U CERTIFICATE OF INSURANCE 12-27-85/31ar 7 HOUSTON GENERAL INS. CO. ❑ HOUSTON GENERAL LLOYDS ❑ TRADERS & GENERAL INS. CO. P.O. Box 2932 Ft. Worth, Texas 76113 CERTIFICATE HOLDER This Certificate is issued as a matter of infor- mation only and confers no rights upon the Certificate holder. This certificate does not NAME City Cf I;tb^CArj!- amend, extend or alter the coverage described below. STREET F 0. Tzry 20LIO PCZ-,. nF St. are MuV P Lift Ftati,cr CITY I Ti' Cd-, STATE "'3' zip '6"'0r(111-i4r,00-01 2111117r? THE INSURANCE COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE OF CANCELLATION TO CERTIFICATE HOLDER AT ADDRESS INDICATED ABOVE, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLI- GATION OR LIABILITY OF ANY KIND UPON THE COMPANY. "THIS IS TO CERTIFY THAT INSURANCE POLICY0ES) LISTED BELOW ARE ISSUED TO THE NAMED INSURED" NAME OF INSURED Phcn"' ?pe rarranr P. O. FOX 479 ADDRESS i 3 ztc^; " ' 701r-7 NAME AND ADDRESS OF AGENCY: i�E'T?iI�^.1 iC T cvr rbbi aim r of vt'x, InC• . O. Fo: 6600 Reran rcc.e Ltih-Yocl-, 771 79413 Countersigned By i Authorized Representat;ve LIMITS OF LIABILITY POLICY EACH TYPE OF INSURANCE POLICY NUMBER PERIOD OCCURRENCE AGGREGATE GENERAL LIABILITY BODILY INJURY $ 1000$ 1000 ❑ COMPREHENSIVE ❑ NON -COMPREHENSIVE PROPERTY DAMAGE $ '000$ ,000 ❑ PROTECTIVE LIABILITY ❑ PRODUCT/COMPLETED OPERATION ❑ CONTRACTUAL LIABILITY BODILY INJURY AND DAMAGE- ❑PROPERTY PERSONAL INJURY (COMBINED SINGLE LIMIT) '000 ,000 ❑ BROAD FORM P.D. CSL ❑ - 'Applies to Products Operations Hazard /Completed $ .0001 AUTOMOBILE LIABILITY BODILY INJURY (EACH PERSON) BODILY INJURY COMPREHENSIVE (EACH OCCURRENCE) JIPERSONAIjINJURY $ PROPERTY DAMAGE NON-COMPREHENSIVEBODILY INJURY AND PROPERTY DAMAGE - - (COMBINED SINGLE LIMIT) i CS EXCESS LIABILITY BODILY INJURY AND PROPERTY DAMAGE - UMBRELLA FORM ICOMBINEDSINGLE S ,000 S '000 ❑ LIMIT) CSL WORKERS' COMPENSATION STATUTORY and EMPLOYERS' LIABILITY %17260029 7-10—F,.9 JCCt ,000 (EACH ACCIDENT) AUTOMOBILE PHYSICAL DAMAGE — SPECIFY OTHER NAME AND ADDRESS OF AGENCY: i�E'T?iI�^.1 iC T cvr rbbi aim r of vt'x, InC• . O. Fo: 6600 Reran rcc.e Ltih-Yocl-, 771 79413 Countersigned By i Authorized Representat;ve ., -t y, �t 12/2 [` 5 Lon � '' '_D • - ' ' ' .".v�L.R., d .i�SYC.�:d3'S: 2i s PRODUCER THIS CERTIFICATE IS ISSUED AS A�MATTER OF INFORMATION ONLY AND CONFERL NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, a'ai.Je.PUZLIC WGGroOF Tax,, r9C. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPA: LETTER MSMS CESEM WSWA= COMP"M COMPANY a, INSURED LETTER MA*ITw'D SUlu lx$y2A= vim rm ca"my COMPANY �s 479 y + 1y LETTER SILVER=, T m+�s 79+x,.7COMPANY RME PIPZ. CQHrA= i LETTER L 'A COMPANY t anus=, Tsx" 7"4LETTER NM ' 3zA.+.'#h.rl�,..;a:. ''_.<..5xsx.�c,wo.•a,•e:@fsu.t#�,.v�.,_=2s.e� _ s=. 'Msa 7"'"'S.k THIS IS TO CERTIFY THAT POLICIES OFINSURANCE LISTED E L fW HAVE BEEN ISSUED TO THE INSURED NAFFED ABOVE FOF THE POLICY PERIOD INDICATED. NOTV,'ITHS TAND.NO A€!Y REOUIREFAE—ENT, TER,', ON CONDITION OF [:P,# , CONTF A.. i Or, OTHER DOCUMCNT ITi RESPECTTO WHICI T -:#S CERTIFICATE MAY BE ABSURD OFiWAY PERTAIN, THE INSURANCE AFFORDED CY THE POLICIES DESCRIEED HEREIN IS SU€i.j.n.T TO ALF. THE TERM EXCLUSIONS, AND CONPD#- TIONS OF SUCH POLICIES. LIAE!LIT, Y LIMITS IN THOUSANDS LTR s < i rrt yr rvuB,r NLMMM^ DATE (MM1DD-YY; DATE (h1MiDDlY'l) EACH 0CCURRENCE. AGGREGATE i GENERAL LIABILITY BODLY COMPREHENSIVE FOR;' ir A I'S 17 3 i j ! INJUY 1 PREMISES/OPERATIO.N; ( ' (DAMAGE PROPERTY I UNDERGROU; ' ! EY°LOS'LlN 8, CO LAPS W7ARC ! c T ! t PROD'U'CTS/COMPLETED OPER.' TIONS I CONTRA CTIJAV jIa , I $ INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE I ! PERSONAL IFJ UR'' *C'04=zwPG__r0* s f PERSONAL INJURY I L tr i 1 i�3 , ! �` i� _ $.I. 500 ' 500 AUTOMOBILE LIABILITY ANY AUTO I V. Dom- 500 ! f r V ALL OWNED AUTOS (PR!V. PASS.) ! S GTNrE H ALL O'JN_D AUTOS (( Ai 25 179 f/Af.9 IiJaa:r R . nS.r I HIRED AUTOS; NOrJ OWNE^U AUTO; I 1 IDA" PF'aoca?v i 1` r- ! GARAGE LIABILITY I -.�COn�RriE�1S i 750 - EXCESS LIABILITY I i X UMBRELLA FORT,'; i �«3 *17 76-01 i711� 17/15/86 5s 00 � J > �—; SINE-Dco� OTHER THAN UMBRELLA FOR'•1 ,— ! � STATUTORY _ WORKERS' COMPENSATION ( w ! I (EACH ACCID v.I AND i r� — c v, (F. S ri E -Ro Y L7. EMPLOYERS' LIABILITY (D „EASE -EACH EMPLOYEE. t tr f:z. 1s' 15 to 9 ! 7,%1�� � �� �.� Par att3t $1,3 �— --- DE (-RIPTnn C 'RIQNS/ n^4T 'F ntEsl, F (E '' ` tTATION 1.36-0001-1+ 800-01248,j? 4 jusar ' z Ut.y of L$mak, P.O.rkm wk). Lubbock. Toxas 794,57 CITY OF Luss=--p-1 LmlocaTA 0 79437 SHOULD ANY C THE AS DESCRIBE! -,)POLICIES bE CANCELLED P-7–ORF THE E ; PIRAT L), . D TI tPE:l THE ISSUI1a,3 COP PA V =L FNS 7AVOR T6n V, DRYS J c: id s t TO l h' C.F. ATI tt', F CLJ L NA I'D THE LEFT BUT FAILURE TO NIAIiL SU C OT CE SMALL IMPOSF NO OBLIGATION Oi-I LIABILITY OF ANY KIND UPON' Th COF."' °:'`%. ITS AGENT Y On Pi ESENTATIVE .. AUTq��H77�yORII�Z}}EEgD REP RESENTATP! - yr�g�[� � Rhi:•pUBLii VIDE N ai♦i"w ", INC. - s+at�r SECTION III MATERIALS OF CONSTRUCTION 1. GENERAL The following paragraphs give the specifications on the various materials which are to be used in construction of the lift station_and, appurtenances. All materials shall be subject to inspection and testing by.a. commercial laboratory, if required by the Engineer, and such tests, unless otherwise specified, shall be paid for by the owner. A certificate from the manufacturer or producer of any material, certifying that the material or product meets the specifications for such material as specified herein, shall be furnished by the Contractor at the request of the Engineer. The cost of such certificates to„be paid for by the Contractor. All _materials shall be.subject to the approval of the Engineer before being used in the construction.., The Contractor shall submit to the Engineer for his approval samples and test specimens of the materials he proposes to use in the.construction_sufficiently in advance of the construe,tion,to_allow time for making required tests to deter- mine compliance with the specifications. 2. POLYVINYL CHLORIDE PIPE PVC pipe shall conform to the requirements of the latest revision, of A.S.T.M. D-.3034 for SDR 35 pipe. The pipe shall be joined.with an integral bell, bell and spigot type rubber gasketed joint. Each integral bell joint shall; consist of a formed bell corn plete with a single rubber gasket. Gaskets _shall conform,t10 ASTM F 477,. The length of joints shall be 20 feet + inch. PVC pipe shall be installed„in accordance with the manufacturer's recommenda- tions nom., tions and shall not exceed five percent (5%) deflection. PVC pipe exceeding 5% deflection shall be replaced by the contractor at his expense. The mini- mum pipe stiffness factor shall be 46 p.s.i. 3. DUCTILE IRON PIPE 11 Ductile iron pipe shall be Class 52 unless a higher class is shown on_the.plans. The pipe shall conform to ANSI/ASTM specifications A746-77 or latest revision for Ductile Iron Sewer_Pipe and have an interior and exterior coating of coal tar pitch conforming to requirements of Federal Specifications WW -P-421. All joints for Ductile Iron shall be of the rubber gasket bell and spigot type, except when otherwise shown.on„the plans and where connecting to flanged fit - zings, and shall conform to the base_,specifications to which the pipe is manufactured. r 4. CAST IRON _FITTINGS Fittings shall be mechanical joint or rubber gasket AWWA Class D bell with transition gasket for the type pipe used. Flanged fittings, where required, shall be 125 pound American Standard. All fittings shall be lined with cement of coal tar,and coated with an„asphaltic paint. Fittings shall con- form to AWWA C110-64 (A.S.A A21.10) or its latest revision. 5. GATE VALVES All gate valves 12” and smaller shall be modified wedge disc, resilient rubber seat, iron body, and bronze stem nut cast integrally with the cast " iron valve disc. All valves shall be flanged unless otherwise stated on plans. The valves shall have non -rising stems, open by turning to left and shall be furnished with a 2" operating nut. The valves shall comply in all respects to AWWA Standard C-509. The valves shall be Mueller, M&H, Darling and Iowa or approved equal. All gate valves 12" and larger shall be double disc, parallel seat, iron body, bronze mounted throughout. In-line valves 12" and larger may be either flanged or mechanical joint (but no combination flange and mechanical joint). All valves on side outlets shall be combination flange and mechanical joint or flange end - latest rubber gasket. The valves shall have non -rising stems, shall open by turning to left and shall be furnished with a 2" operation nut. Valves shall be designed to withstand a working pressure of ;150 p.s.i. and shall comply in all respects to AWWA standards. Valves shall be Mueller, M&H, Darling or Iowa. All parts for valves furnished_ must._ be standard and completely interchange- able with hub end valves of the ,same brand,.,'The .su,,cces,,sful bid,de.r_,may be required to furnish the owner with a I let ter, stating what type of valve he proposes to use and a letter from the manufacturer ,stating the parts are standard and interchangeable as herein specified. 6. VALVE BOXES FRAME AND COVER Valve boxes shall be of cast ,iron. ._The ,boxes shall_ be; designed to fit over a section of 6" clay the pipe which will be used as an extension from the top of the valve. The box shall have a flange type base approximately 4" larger in diameter than the outside diameter of, the ;.barrel vof the `box_ 7. FLAP VALVES Flap Valves shall have minimum 5 degree seating angle, cast iron frame and cover, neoprene' -cover seal and bronze bushing. The valves shall_be,positive seating with 10 foot seating head. 8. WET WELL Concrete pipe shall conform to the requirements of the latest revision of A.S.T.M. Specifications_C 76 for sewer _pipe for the various classes of _ ` pipe within these specifications. _The,pipe shall be jointed with an inter- gral bell, bell and spigot type rubber gasketed joint. The gaskets shall be 0 -ring type and conform to the requirements of A.S.T,M. C443._ _ 8. WET WELL (Continued) All interior surfaces ,of the wet well and bottom of top shall be cleaned and coated with three coats of Inertol Standard_Thick Coal-Tar, or equal. Each coat ,shall be applied at the rate of one gallon per 150 square feet. 9. MANHOLE FRAMES AND COVERS Manhole frames and covers sha,ll.be,of good quality gray iron casting and conform to A.S.T.M. Designation A48 (latest revision), having a clear opening of not less than 30 inches. The casting shall be designed with a full bearing ring so as to provide a continuous seat between frame and cover. The cover shall be furnished with lifting ring cast into the cover in such manner as to, prevent water leaking through. Frame and cover shall have a weight of not less than 345 pounds. The manhole ring and cover shall be Taylor Foundry Company, or equal. 10. CONCRETE AND MORTAR Cement - Portland cement shall conform to_A.S.T,.M. C150 specifications. Aggregate - Fine and coarse aggregate to be used in concrete shall conform to A.S.T.M. C-33 specifications. Mortar and sand Sand to be used in cement ,mortar shall conform to A.S.T.M. w ryA a.. _ C-144 specifications. i All concrete_ (Class A) for reinforced concrete structures shall contain not more than 7.0 gallons of water per sack of cement. All concrete (Class B) for pipe cradling, blocking of fittings, and other non-rein- forced concrete shall contain not more than 9.0 gallons of water,per sack of cement. Surface moisture or moisture carried by the aggregates shall be included as part of the mixing water. Class A concrete shall have a minimum 28 day compressive strength of 3,000 p.s.i, and Class, B, shall have 2,500 p.s.i, compressive strength of 28 days. 4000 p.s.i. concrete shall be used in pier columns and footings. 11., REINFORCING-STEEL All reinforcing steel shall conform to current A.S.T.M. specifications A-15, A-16 or A-305. Wire me,sh_shall ,be woven "or_,electr Cally welded, cold-drawn mild ,steel wire ,fabric.. Reinforcing bars shall be in the deformed bar type. All reinforcement shall, be permanently marked with grade, identification marks or shall, on delivery, be accompanied by a manufacturer's guarantee. 12. FORMS 9.1 Material Forms for all concrete work shall be of wood or approved metal forms. Wood sheeting forming surfaces exposed to sight or weather shall be ` plywood or plywood lined of a quality to produce smooth even surfaces. Whatever material,is used shall produce a smooth surface, free from excessive for marks and shall meet the approval of the Engineer before use. The same type of form shall be_.used_.for,all_exposed portions of the work. III-3 9.2 Form Ties Form ties approved by the Engineer shall be adjustable in length and of such type'as to leave no metal closer than 1 inch of the surface, and shall not be fitted with lugs, cones, washers, or other devices acting as.a spreader which will leave a hole larger than 7/8 inch in diameter or depth back of the exposed surface of the concrete. Wire ties will not be permitted. 13. CURING COMPOUND Compounds used to form an air tight membrane over a fresh concrete, surface shall be in accordance with Texas Highway Department Item 531.2. EMBEDMENT The embedment shall be crushed _stone with.rregular surfaces and comply .with the following gradation requirements. by Weight Retained on 1" sieve _ 0 Retained on 7/8" sieve 0 2 Retained on 3/4" sieve 20 - 35 Retained on.5/8" sieve 85 - 100 Retained on 3/8" sieve 95 100 Retained on No. 10 sieve 99 100 SECTION IV DETAILS OF CONSTRUCTION PIPE LINES 2.5 Subgrade Trenching `equipmen: may be used to"excavate to the approximate flow line of the pipe-6r the 'required di's tance'below 'the pipe"barrel where + gravel or'concrete embedment is required. The"remainder of the excava- tion and preparation of the bedding for the pipe shall be accomplished with handtools. All loose material shall be removed from the trench` bottom before preparation for bedding begins. The trench bottom or bedding shall be accurately shaped and graded in such"a manner that the pipe, when laid thereon, will'be in contin- uous'and uniform contact with the solid trench bottom, or embedment where required, for the entire length of the pipe barrel. Batter boards or laser beam may be used to accurately grade the trench bottom to the grades established by the Engineer. The subgrade shall be so graded and levelled that the spigot end of the ;pipe will be accurately centered in the bell of the adjacent pipe when laid without raising the pipe off the trench bottom. The original pre- paration of the subgrade prior to pipe installation shall be sufficiently accurate to require a minimum of subgrade adjustments after installation 'has begun. All locations where the subgrade material becomes unstable or mucky because of ground or surface water, and where rock or other unyielding materials i are encountered in the bottom of the trench, the 'Contractor'will'be re- ° quired to remove said material to a depth of not less than three inches (3") below the elevation of the pipe subgrade over the entire width of the trench and shall replace with granular material conforming to the specifications for gravel for pipe embedment as stated herein.. Such 'materials shall be thoroughly compacted over the entire trench width to the grade established for the bottom of the pipe. `All ,locations where the trench excavation is deeper than called for by field measurement, the Contractor shall 'replace the excessive excavated materials with granular material conforming to the specifications for pipe embedment as stated herein. Such materials shall be thoroughly ;compacted over the entire trench width to the grade established for the bottom of the pipe. 2.6 Bell`-Holes Each bell hole shall be excavated by the "pipe layer immediately prior to the placing of the pipe in the trench Bell holes shall be of suf icient depth to prevent the pipe bell from being in contact with the trench bottom and shall provide sufficient space for the completion of the joint. Bell holes shall not be longer than one-fourth `(1/4) of the length'of the pipe barrel.' U 2.6 Bell Holes` Each bell hole shall be excavated by the pipe layer immediately prior to the placing of the pipe in the trench. Bell holes shall be of sufficient depthprevent the pipe bell from being in contact with the trench bot- tom and shall provide sufficient space for the completion of the joint. Bell holes shall not be longer than one-fourth (1/4) of the length of the pipe barrel. 2.7 Bracing and Sheeting of the Trench The Contractor shall provide all necessary bracing and sheeting when necessary to prevent caving. In the event the,Engineer requires such bracing or sheeting to remain in place in the trench after same is backfilled, then in such event the cost of such materials shall be paid by Owner to Contractor at the current prices for the materials used. 2.$ Protection of Property The Contractor shall take all precautions necessary for protecting private property (trees, shrubs, lawns, gas meters, utility lines, etc.), curbs, sidewalks, power poles and street paving from being damaged by the trench- ing or backfilling operations. Any damage that occurs as a result of the construction procedures used by the Contractor shall be repaired by the Contractor shall be repaired by the Contractor at his own ~expense except _.. as herein specified._-_ The Contractor shall confine his operations to the limits of the public or private right-of-way shown on the plans. Any damage which the Contractor incurs outside the limits of this right-of-way shall be his responsibility. 2.9 Rock Excavation Where rock is encountered in the excavation required herein to install the pipe as directed by the Engineer, the Contractor may request written per- mission from the Engineer to use explosives as outlined in Section 1. 2.10 Tunnel Excavation Tunnel sections shall provide adequate clearance for the pipe to insure proper'`grading and alignment. Concrete grout shall be forced along the entire length of the tunnel in such a manner as to insure complete filling of the void space between the outside of the pipe and the tunnel walls. 2.11 Ground Water Water shall be removed from the trench before final grading of the bedding foundation, and the trench shall be kept dry during all phases of, pipe installation. The Contractor shall be responsible_ for pumping and remov- ing water from the trench and the cost thereof shall be included in the price bid on the proposal for the structure being built. IV -3 3'. PIPE 'INSTAMXT`I0 .,v -- 3.1 General Pipe and fittings shall be inspected upon delivery and during the pro- gress of the work and any material found to be defective will be rejected and the Contractor shall remove such defective material from the site of the work. The Contractor shall be responsible for all materials furnished by him and he shall replace at his own expense "all such material that is found to be defective in manufacture or has been damaged in handling after delivery. 3.2 Pipe Laying After the trench has been properly fine graded, the pipe shall be laid in accordance with the following specifications. Each length of pipe shall be inspected for defects and shall be thoroughly cleaned before being lowered into the trench. Pipe laying shall proceed up -grade with the spigot ends pointing in the direction of flow. All.pipe shall be laid true to the lines and grades as establihed by the Engineer,.batter boards or laser beam shall be used and each length of pipe set to grade. Bell holes shall be dug at each joint of sufficient depth to allow the s entire length of the barrel of the pipe to rest on the bottom of the trench and to allow ample space for properly jointing the pipe. The jointing shall be completed for all pipe laid each day, in order not to leave open joints in the trench overnight. At times when pipe laying is not in progress, then open ends of the pipe shall be properly Plugged. No pipe shall be laid in water, or when trench conditions or weather is unsuitable for such work. If the pipe is disturbed from line and grade after being laid, the pipe shall be removed from trench, the joints cleaned and the pipe relaid. 4. BACKFILLING Backfilling of the trench shall be done as soon as practicable after com- pletion of the laying and jointing of the pipe as specified herein. 4.1 Backfilling Above Pipe The backf ll shalh be­with select excavated material in 6 inch to 12 inch layers and compacted to 95% Standard Proctor Density. The moist- ure content shall be attained by prewetting and thoroughly mixing before applying appropriate layers to accomplish desired compaction. After completion of the backfill, all surplus material shall be loaded and wasted at the Contractor's expense, at locations approved by the Engineer. The site shall be leveled and made ready for use as soon _... z as practicable after backfilling. IV -4 No Text SECTION'V LIFT STATION SPEC IFICATIONS 1. GENERAL The Contractor shall furnish and install a factory built automatic pumping station complete with all needed equipment factory installed in a welded steel pump chamber with elevator and aluminum_ ladder to provide access. The principal items of equipment shall include 2 vertical (Flexible Coupled) non - clog sewage -pumps, valves, internal piping, control panel, automatic pump controller, lighting, ventilator, dehumidifier, sump pump and all internal wiring. 2. PUMP CHAMBER The station shall be assembled completely by the manufacturer in major sections consisting of the pump chamber, entrance tube, and access equipment tube. These sections shall be jointed at the jobsite by welding; the field joint shall be cleaned and heavily coated with epoxy resin coating material supplied by the manufacturer. The pump chamber'shall'be a multi-cylindr.cal configuration with vertical I -beams welded in place to form the structure of the curved wall sections.` Horizontal beams shall be welded into the top'and bottom structures to tie in directly to the vertical support beams with additional beam structure between these main beams as required to support the imposed loads. Gussets shall be welded between the wall sections and the vertical'I-beams as required to insure structural stability.The pump chamber shall have a minimum inside cylinder diameter of 12 ft.± and a mimimum inside length of 20 ft. _+ as shown on the plans. Structural grade ASTM A36 beams and plate shall form the shell. The shell shall'be designed ` to adequately support soil loads with a nominal density of 130 lbs. per cubic foot without deformation. Structural calculations verifying the structural integ- rity shall be provided. Two ten inch deep sumps shall be provided in the stations base to accept the specified sump pumps. Mechanical joint wall sleeves,shall be provided where the pipe joints are made to the inlet and discharge lines. The wall sleeves shall be welded, both inside and outside the bulk head. The seal `shall have two compression joints, one inside and one outside, sized to receive the pipe specified. The joint shall also be so designed to absorb any vibration, distortion, and normal settling and maintain a leakproof seal. The wall sleeve shall receive a 12 mil coating of coal tar epoxy after being welded into the bulk head. A mono -rail system complete with hoist and trolley shall be provided over the pumps and motors. A minimum of two vertical feet must be provided between the top of the motor and the hoist hook for removal of pump rotating assemblies. 3. ELEVATOR The lift station shall be equipped with a power operated elevator to facilitate access into the station. The elevator shall have a maximum capacity of 450 pounds when fully loaded, and shall travel at a rate of 25 feet per minute. The unitshall be built in accordance with the applicable American National Standards T Institute (ANSI) code, and shall meet the requirements of the state code if r applicable. V-1 The elevator shall consist of a car witha welded steel frame that travels on steel elevator guide rails, a worm -gear drive unit with,an electrically oper- ated disc brake, a completely pre -wired electrical system, and all required safety devices. The entire hoist system shall be designed to afford a safety factor of eight'. A worm -gear drive shall be provided and shall'be fitted with two grooved cable drums. The gear speed reducer shall fit between the drums. The drums are fabricated to accept 3/8", 19x7 preformed improved plow steel wire cables. The wire ropes will be securely clamped with fist grip clamps or babitted on the interior of the drums. The drive unit will be furnished with a 1 HP drive motor and an electrically released and spring applied disc brake. The elevator car will have a minimum floor area of four square feet. The car will be enclosed on three _sides and on the top, and will be equipped with a. folding gate having an electrical interlock in the operating circuit to prevent movement of the car if the gate is not secured. An operating panel will contain four operating push buttons and an emergency stop button._ The four operating buttons will be labeled "UP, "DOWN", "RESET", and "RUN". The ".RUN" button shall be placed so that two hands are required to operate the elevator, pressing either the "UP" or "DOWN" button and the "RUN" button simultaneously. The floor of the car and ceiling shall be hinged'to allow ersonnel to P pass the car, using the hoistway as an exit in case the elevator is inoperable. Provision shall be made in the car enclosure to allow personnel to readily climb out of the car and to move safely to the emergency -ladder. A limit switch shall be mounted above the car as an overhead obstruction switch. An under carobstruction switch shall be mounted on a plate suspended under the car floor such that the switch will open in case the plate strikes an obstruction, causing the car to stop immediately. The car shall have.a welded steel frame with ball bearing guide rollers mounted to receive the machined elevator guide rails. Side sway will be eliminated by spring mounted ball bearing `stabilizing rollers riding on the guide rail. A shaft shall be mounted on the car frame positioning two hardened steel dogs next to the guide rails. This shaft shall ,be operated by a lever system such that when the car is suspended normally from the cables, the dogs are held free from the rails. In case of a slackening of a cable, the dogs shall be released to bite into the tee rails and will stop and hold the car with its rated load. The slack cable shall also engage' a'switch in the safety circuit to stop the drive motor in case of the slackening of "a cable. Special machined elevator guide rails 'shall be installed to insure a straight controlled movement of the car. The guide rails will be secured to the hoist way with adjustable brackets with through bolts and clips. Electrical connections between the car and the control cabinet will be a sta- tionary cable reel equipped to automatically lead out and retract a heavy duty cable. The cable will contain all the wires required for the operating and safety circuits. The car can be operated by means of push buttons in the car as well as by means of a key operated call station in the lift station and also ' at the top of the entrance tube. A switch engaged by the folding gate in the car shall prevent operation of the car when the gate is not secured. V-2 The safety circuit shall consist of a main safety relay with normally open con- tacts in the main operating power circuit. This main relay shall have a holding circuit, activated by a reset button in the car or at the main control panel. Switches shall be wired in series in the main safety relay control circuit, including the following units. 1. The overhead obstruction switch on the car. 2. The under car obstruction switch (manually reset) 3.- The slack cable switch (manually reset) 4. Car platform switch. (This switch is held closed by the removable floor in the car and prevents the car from being operated when the floor is not completely in place). 5. Upper and lower final limitswitches. (These switches are back-up switches to the normal upper and lower terminal switches.) 6. The emergency stop button in the car. (This button must be manually pulled out for the car to operate.) The non-operating parts of'the elevator shall be sandblasted to a white metal and shall receive a 6 mil coating of a two component epoxy coating system. Operating equipment shall receive paint protection compatible with the function of the part. 4. WELDING All welding shall be in accordance with standard AWS practices, with proper fillet section and continuity to assure a sound, watertight structure. All welds in con- tact with soil or water shall be treated for leakage. 5. PROTECTIVE COATING _ All mill scale, rust, weld flux, or other foreign matter shall be removed from all steel surfaces by sandblasting to SSPC-SP-10 specifications for near white blast cleaning. Surface irregularities shall be removed by grinding and filling. Protective coatings used shall be of the epoxy type and shall be resistant to moisture, soil chemicals, oils, abrasion and impact, be compatible with cathodic protection and provide the maximum corrosion protection possible. Exterior surfaces below grade elevation shall receive a minimum of 16 mils dry of epoxy based coal tar coating applied in ,accordance with the manufacturers recommendations. Interior surfaces and exterior surfaces above ,grade elevation shall receive a 1.5 mil coat of epoxy primer followed by a minimum of 2 coats of epoxy enamel in accordance with the manufacturers recommendations. Paint touch-up kits shall be provided with the station for coating field weld joints and damaged areas. The floor in all working areas within the -,station shall be protected with heavy neoprene matting and where required, abrasive non -clog coatings shall be applied for safety. V-3 6. PUMPS �X The sewage pumps shall be vertical, flexible coupled, non-clog sewage pump s of heavy cast iron construction and shall include pump, motor pedestal, flexible coupling and vertical solid shaft motor. The pump volute shall be of cast iron construction, one_piece:_ design, and so arranged that impeller may be removed without disturbing either suction or discharge piping. Volute clean out and vent or gauge connections shall be pro- vided. The impeller shall be single suction enclosed type with 2 vanes of close grained cast iron. The pump shaft shall be high strength 11 carbon steel of suffi- cient size to carry maximum loads imposed and shall have renewable shaft sleeves in the seal area. The pump shaft shall be sealed against leakage by a double mechanical seal of double carbon and ceramic construction. The mechanical seal shall be pressur- ized and lubricated by water taken directly from the volute and passed through a filter that will not pass solids larger than 50 microns. The bearing frame shall be one-piece rigid cast iron construction, completely enclosing the shaft between the bearings. The bearing housing shall be of dust proof design incorporating lip seals in contact with the shaft. The motor pedestal shall be proved with a motor support of sufficient size and strength to support the largest driving motor required by pump. The pedestal shall be designed for easy access to 1-1 the bearing frame and flexible coupling _between pump and motor. A coupling guard shall be provided. The pump shall be rated at 2500 GPM at 47 ft. TDH. 7. MOTORS The pump motors shall be vertical solid shaft normal thrust induction motors with P-base configuration with a flexible shaft coupling provided to connect the motor shaft to the pump shaft. Motors shall be NEMA'B design with open drip-proof enclosure. Motors shall be rated at a minimum 50 horsepower operating at 870 RPM. Motors shall be rated for 3 phase, 460 volt, 60 hertz electrical power and shall have a 1.15 service factor. 8. ELECTRICAL 'CONTROL y The electrical system shall include two steel equipment enclosures; one for the high voltage motor control equipment and a second enclosure for the low voltage logic and accessory equipment. 1. X-LINE STARTING a. The pump motors shall have short-circuit and over-load protection by means of properly sized motor across the line starters and automatic circuit breakers. The motor starters and breakers shall be mounted seperate from all other control devices in a NEMA type 1 dead front v-4 V-5 11. DEHUMIDIFIERS.._.(Furnish 2) f Two packaged dehumidifier assemblies with Hermetically sealed Freon refrigeration type compressor, expansion coil, fan and condenser coil shall be furnished to main- tain the relative humidity of the air and prevent condensation on the walls. The dehumidifiers shall be controlled automatically by an adjustable humidistat located on the dehumidifier. A'low-temperature thermostat shall be provided for the dehumidifier. The dehumidifiers shall be housed in a heavy steel enclosure securely fastened to the wall of the station. The condensate shall be drained to the station sump. The dehumidifiers shall have a capacity of 2 gallons per 24 hours each at 80° F and 60% relative humidity. The dehumidifier performance shall be as certified by the Association of Home ApplianceManufacturers. 12. VENTILATION A ventilating system shall be provided to maintain a fresh air supply in the station. Exhaust of the air shall be through ducting of ample size located for efficient air circulation. Exhaust ducting will pick up air at 18 inches to 24 inches above the station floor. All exterior ports will be above ground eleva- tion and will be protected against weather, foreign matter and recirculation. The centrifugal exhaust blower(s) shall be rated at 1440 CFM and shall change the station air 30 times per hour._ A cover operated switch shall operate the blower and lights whenever the cover is opened. A manual control shall be provided near the top of the access tube for continuous light or blower operation. 13. LIGHTS The station shall be well lighted by a flourescent fixture. The lights shall operate with the blower when the entrance cover is raised or by a manual switch inside the cover. 14. WIRING All wiring shall comply with the National Electric Code and applicable state and local codes. Wiring shall be completely factory installed except for the power lines that run to the high voltage panel continuously from the external disconnect switch. The electrical service and all other circuits that are run to external connec- tions shall be run in conduit up the entrance tube where they will terminate in couplings in the entrance tube wall. All conduits in the entrance tube shall be field installed on brackets provided in the tube. PVC rigid conduit shall be used for all wiring except to accessory equipment with service cords that shall be plugged into grounded receptacles. V-6 15. CATHODIC PROTEC'TZ0N"�����'" �_------ For . _For the mitigation of corrosion of the exterior of the steel pumping station, impressed current type cathodic yp protection system shall be provided. The systems shall include a minimum of four high silicon cast iron anodes and a regulated direct current recitfier for each station. The anodes shall be high silicon chrome cast iron, 1 1/2" diameter x 60 in. long with 40 feet of No. 7/8 strand cable with 7/64" high molecular weight polythylene insulation. Cables shall be continuous without splices. Any damage to the cable during installation shall be repaired according to the manufacturer's instructions. The anodes shall be placed vertically in the ground at 90° intervals around the center -line of the station; the bottom end of the anodes shall be at the same elevation as the base of the station. A junction box shall be installed above grade on the access tube. Anodes leads shall be brought to a`terminal block in the junction box. The rectifier -controls shall be mounted in the pumping station No. 18AWG insul- ated wire shall connect the terminals in the rectifiers to the anode leads in the terminal block on the entrance tube. One No. 12 insulated wire shall connect the station structure to the negative terminal in the rectifier control. The anodes shall be energized from a regulated direct current source. Variable voltage shall be obtained through a multi -tap step down transformer. Voltage taps of 3, 6, 9 and 12 volts shall be provided with adjustable resistors connected in series, with each anode circuit being independently adjustable to the exact voltage required for each anode. A milliammeter with a full scale range of 0-250 milliamps and a five position selector switch indentified as off -1-2-3-4 shall allow the current flow for each anode to be measured and adjusted Fuse protection shall be provided for the incoming 120 volt AC power and for each anode circuit. 16. INSPECTION AND TEST Prior to assembly, all station components shall be inspected for quality and tested for proper function and freedom from defects. Upon completion, the sta- tion shall be connected to a test tank and an operational test performed_ under stimulated field conditions while a final inspection is conducted. Any defi- ciencies or irregularities shall be corrected at the factory. Automatic con- trols shall be adjusted to approximate job requirements. 17. INITIAL OPERATION:.... _ After the job installation is complete, a qualified factory representative shall place the station in operation, conduct a complete function check, and make all necessary adjustments for regular service. V-7 18. 19 GUARANTEE The manufacturer of the lift station shall guarantee, for one year from thedate of shipment, that the entire station and all equipment -therein shall be free from defects in design, materials and workmanship. In the event a component fails or is proven defective during the guarantee period, the manufacturer will provide a replacement part without cost, upon return of the defective part. Normal use items such as, grease, light bulbs, mechanical seals, packing and belts are excluded. EXCAVATION, GRADING ANISBACRVI- t"T'N" G776R `i SIT AT ON A. Excavation and Grading Excavation, of material encountered, for all structures, including accessories such as piping, wet well and conduit lines, including the disposal of excess material, shall be made by the Contractor and the cost thereof included in the bid price. Excavated material, except that required for the grading around the sites as shown on the plans, shall be removed from the site and disposed of by the Contractor. All filling and grading on the sites shall be made from top soil obtained from the excavations to complete the grading as shown on the plans. The Contractor shall make arrangements for the disposal of the excess material and all costs of the satisfactory disposal of such material shall be borne by the Contractor. Excavation will not be classified and no additional compensation will be allowed for rock. The Contractor is expected to make borings of his own and satisfy himself as to the character of material which will be encountered. All excava- tions shall be made to the lines and grades as shown on the plans and established in the field. . B. Backfilling Backfilling around the lift station and concrete wet well shall not be made until the concrete in the structure has reached a strength of at least 2,500 lbs. per square inch. Then the, backfilling around the lift station, wet well and all pipe lines within the lift station site shall be made by placing the material around the structures and in the trenches in 6 inch to 12 inch layers and compacted to 95% Standard Proctor Density. The moisture content shall be attained by prewet- ting and thoroughly mixing before applying appropriate layers to accomplish desired compaction. After completion of the backfill, all surplus material shall be loaded and wasted at the Contractor's expense, at locations approved by the Engineer. The site shall be leveled and made ready for use as soon as practicable after back- filling. Filling and grading of the lift station site shall be made to the finished lines, grades and slopes as shown on the plans. The materials for making such fills shall be from materials obtained from the lift station excavation. The last 8 inches of fill shall be made with topsoil obtained from the site as the work progresses. Hand finishing will be required where necessary to bring the surfaces to the required grades and slopes. Immediately prior to completion of the project, the entire area shall be cleaned of all stockpiles of materials, or other debris and the premises left with a neat and finished appearance V.-8 SECTION VI BUILDING 'SPEC IFICATIONS 1. General A. Examination of Site, (1) Bidders are requested to visit the site of the building prior, to bidding and compare the drawings and specifications with existing conditions, and inform themselves of all conditionswhich will affect this work. (2) The Contractor shall at all times provide protection against weather, rain, wind, storms, frost, or heat so as to maintain all work, mater ials, apparatus and fixtures from injury or damage. At the end of the day's work all new or old work likely to be damaged shall be covered. 2. Scope _ Contractor shall furnish and erecta self framingsteel building consisting of interlocking steel panels, anchor bolts, connecting bolts, doors, frames, hardware and all accessories. The building will be of the rigid frame, clear span type. The building design, materials and construction methods shall conform to the standards of the metal building industry. 3. Building Description and Specifications Contractor shall construct one 25 ft. wide by 30 ft. long by 12 ft. nominal eave height pre-engineered metal building, complete with concrete slab; drive approach at overhead door and concrete stoop by hollow metal doors front and back, riclud-" ing hot mix drive as shown on drawings. `Specifications for all building components_ shall be of grades equal or better than these set fourth by the M.B.M.A. "Recommended Design Practices Manual"; A.W.S. D1.1 "Structural Welding Code"; A.I.S.I. "Specifications for the design fabrication and erection of cold formed structural members for buildings"; A.I.S.C. "Specifications for the design, fabrication and erection of structural steel for buildings." Bay spacing will be l at 30'. End wall construction will be post and beam type intermediate rigid frames will be "tapered" or "straight" at contractors option. Buildingshall be' for 25 psf wind loading, 20 g, psf roof loading and"20' psf primary framing members. Tributary load reductions will be allowed under the guidelines set fourth in the "Recommended Design Practices Manual of the Metal Building Manufactuer's Association" (M.B.M.A.). All roof and wall panels will be a minimum of 26 'ga. galvanized steel. All wall panels shall have baked on color finish with five year guarantee in owners choice of color selection. Roof panels shall be 20 yr. guaranteed galvalume panels. .Roof system will be UL Class 90 construction including skylights as shown on plan. Contractor shall furnish certification verifying UL Class 90 compliance upon z completion. - All roof and wall panels shall have standard foam closures matching the panel profiles installed at the eave, rake, base, and at accessories to provide a weather tight building. Mitered sheets will not be accepted in lieu of closure strips. All side.laps, endlaps and flashings shall have pressure sensitive tape VI -1 5: ins talledand be of" a"' non -asphaltic, non -shrinking, non-drying, and non-toxic type and shall have superior adhesion to metal characteristics. 4. Accessories Metal personnel swing doors; shall be 1 3/4" thick, full flush, fabricated from 20 ga. galvanized, mill bonderized steel with baked on enamel finish. Each door shall swing from (3) 4 1/2" X 4 1/2" galvanized steel interlocking, template butt hinges. Frames will be heavy gage steel of a rabbeted design complete with field fitted and applied weather stripping. The threshold shall be extruded aluminum and shall provide a positive weatherseal. Doors shall be equipped with cylindrical passage locksets conforming to Federal Specification FF -H -106a. Door leaves shall also have-dead`bolt'lock keyedvbo'th sides with 11/2" throw bolt. 5. Skylights, Shall have a profile matching and conforming to the roof panel profile. Skylights shall be white with granitized surface and shall have a minimum light transmission of 66%. Skylight will conform with the manufacturers respective construction num- ber for UL Class 90 construction. Skylights to be located as shown on plans, for a total of (4) 3' X 6' units 6. Overhead Door Shall be of specification grade equal to those of.Overhead Door Corporation. The overhead door shall be series 424 loft. wide X 1 0 ft. tall and equipped with chain and hoist. Door shall be 24 ga. steel panels installed on 2" galvanized truck complete with tumbler lock and vinyl weather seal. Door shall be located as shown on plans and shall be installed to provide maximum weather -tightness. 7. Insulation Building roof shall have 3" thi11 ck insulation with walls having 2' Insulation shall be fiberglass with 4 mil white vinyl vapor barrier and be supported with 2" galvanized poultry netting roof and walls. Insulation will be .6# density. 8. Foundation The top soil under the floor slab shall be excavated to a depth of three feet, recompacted in 'place in 8" layers. The sand shall be thoroughly wetted and compacted by rolling with a vibrating roller to a density of at least 95% of the Standard compaction density ASTM D698. Concrete will be a minimum five sack mix, five, inch slump, 3/4" maximum aggre- gate. Compressive strength shall not be less than 3000 p.s.i. average for 28 day cured cylinders. Wire mesh reinforcing shall conform to "Standard Specifications for Welded Steel Wire Fabric for Concrete Reinforcement" A.S.T.M. A-185, latest revision. Reinforcing steel shall conform to A.S.T.M., A-15 for "Billet Steel Concrete Reinforcing Base." 9. Facade and Brick From the eave to the crown surrounding the building shall be a 2 ft. verticle facade with a 1 1/2 ft. overhang. Brick facing shall be laid from the ground 12 ft. up as shown on the drawings. Lay brick plumb and level and true to line in full beds of mortar. Bond of brick in exterior walls shall be Flamish VI -2 type headers every 6th course. All joints in brick work and joints between brick and other materials required in connection therewith shall be filled solid with mortar as each course is laid. Where through bonding is not possible, bond brickowrk to backing by metal ties. Make joints in brickwork uniform and not exceeding 3/8" in width. Exterior and interior exposed joints in masonry shall be finished with a metal tool to form a concave joint and all hairline cracks or crevices shall be closed. Face brick shall be moninal 3" X 10" king size grade NW, Type FBX, subject to ASTM Specifications C-216. The variations in color and texture shall not exceed those of the samples approved by the Engineer. 10. Electrical A. General (1) The contractor shall furnish all labor and materials necessary to complete all electrical and related work and will conform to the National Electrical Code and/or the Electrical Code of the City of Lubbock. (2) Prior to final acceptance of the building, the contractor shall demon- strate to the satisfaction of the Engineer compliance with this article of the specifications. Demonstrationof compliance shall include inspections by and affidavits from manufacturers representatives if rquired by the'Engineer. (3) All work shall be concealed, and panels, boxes, etc., shall be flush ` type, unless otherwise noted on the drawings. (4) Unless otherwise noted on the plans, or directed, locate outlet boxes as follows (dimensions are from center of box to floor): Switches------------- =-4' _ 011 Convenience Outlets ------1' 0" Telephone---;--------- 11 - 0" Panel Boxes --------------6' 0" (from top to floor) (5) Wall convenience outlets shall be conventional duplex outlets. Sierra No. 1402 rated at 15 amperes at 125 volts or 'an approved equal. (6) Device plates shall be stainless steel, 0.04" thick, Sierra or an approved equal. 11. Lighting Fixtures A. The contractor shall furnish and install all lighting fixtures throughout on each and every lighting fixture shown, of the types indicated_ in the schedule on the drawings, complete with lamps, sockets, wiring, fitters, hangers, etc., as required. Types of fixtures shall be as hereinafter specified and as shown on the plans. Substitution of other fixtures for those specified must have prior approval of the Engineer. t VI=3 0 A 2 Holophane Lobay II No. 2036 -120 -EM 19 B 3 Holophane Petrolux No. 1931-WL-120-CL7CG ® C 1 Holophane Wallpackette No. 408-120-120vplt, _300W_Inc4ndescent 12. Panelboards and Cabinets A. All panelboards shall be Square D, NQOB or an approved equal. All component parts shall have an Underwirters' Laboratories, Inc., label. Shop drawings shall be furnished on all panelboards. B. Lighting panelboard shall be provided as to accomodate the designated light- ing system shown on the lighting schedule,Code gauge galvanized steel box with 5" end gutters and 61/2" side gutters, having fronts of code gauge full finished steel, directories having typewritten circuit designations, adjust- able indicating trim clamps, for flush or surface mounting as required. 13. Wall Switches Wall switches shall be fl tumbler, "T" rating not less than 65 amperes. Install switches to accomplish the control as shownor, specified, using single pole, double pole, 3 -way and 4 -way switches as required. Use gang mounting where two or more switches occur at the same location: 14. Standby Power Generator A. The Contractor shall furnish and install one (1) 3 phase 460 volt, 60 hertz, 1800 RPM, Manual electric start generator, capable of producing 100 KW standby power service for one 50 H.P. motor, approximately 2 H.P. for ventil- ation and,2 KW for lighting` accessories. B. The water cooled diesel engine shall be equipped with air cleaner, lubricat- ing oil filter, battery, static battery charger, integral radiator, pusher fan, fan guard, brushless revolving field AC generator with +2 percent volt- age regulation. flexible disccoupling(engine to generator), electric start ing.system, battery charging alternator, sub -base, exhaust silencer, low oil pressure shutdown, overspeed shutdown, and mainline circuit breaker. L C. The Engine Control Panel shall be equipped with oil pressure gauge, start stop switch and battery charging ammeter. VI -4 14. Standby Power Generator (continued) D. The Generator Control Panel shall be equipped with AC ammeter, AC volt- meter, ammeter voltmeter phase switch, voltage adjusting rheostat, auto- uratic voltage regulator and manual reset overload breakers. E. Wiring from the standby power generator shall be such that when the main power source is off the standby generator will furnish necessary power` to operate the power vents, lighting system and one pump. miring shall be in accordance with the electrical requirements herein before specified for lighting and power wiring. 15. Power Ventilator A. The contractor shall furnish and install one 18" roof ventilator with -direct drive without ducts and with birdscreen. The ventilator shall be cap- ., . , w.r .. _ , able to replace a minimum of 2000 cfm ofsWar and comply with the require- ments of the A.M.C.A. Certified Ratings Program. The ventilator shall be' an 18" Dayton Roof Ventilator No. 2C960 or an approved equal. B. Motor controls and starting devices for ventilating equipment shall be furnished and installed by the contractor. C. Contractor shall furnish and install 2 ventilator control switches to be Approved by owner. (1) OUTSIDE SWITCH -' shall be located inside a weather -tight steel lock -as box shown on plans and be labeled exhaust control switch. (2)INSIDE SWITCH =' shall belocated within '2-f eet of main control panel ., M. and shall have a permanentlabelreading "EMERGENCY VEN"TIhAhION"S"��CH", D. All such wiring as mentioned above shall be in accordance with manufacturer's recommendations, provided no violations of local ordinances or codes are encountered. E. Steel Lock Box Shall be weathertight for outdoor location. Shall be wall mounted 4'-0" from ground as shown on plans. Shall have cylinder or pad lock and shall be labled "Exhaust Control Switch". The steel lock box shall be equal to or better than Johnson Controls ENC -100 20 in.20 inx. steel box with ,X steel door and cylinder lock. 16. Telephone Conduit -System A. The contractor shall furnish and install a complete stystem of empty conduits for telephone service, including outlet boxes, device plates, etc., all as indicated on the drawings, in accordance with the requirements herein before specified for lighting and power wiring. Install 412 bare steel pull wire in each conduit to facilitate future installation of telephone wiring by r others, and identify each wire"by`tagging,' VI -5 17. Trolly & Hoist A. The 'contractor shall furnish and install a one ton capacity trolley and hoist. The trolley shall be designed to operate on an I-beam specified herein as a W8 X 31 American Standard I-beam with -a 25' span. The I-beam shall be above and in line with the equipment access chamber. Be The push type trolley shall be all steel construction equipped with steel wheels with hardened treads and ball bearings. The frame shall be self - aligning to facilitate even load distribution on all four wheels. C. The I-beam and trolley shall be for hook type hoist equipped with adapter link. The hand chain hoist shall be hook type equipped with corrosion resistant chain and chain container that will accomodate forty feet of lift. 18. Plumbing A. The contractor shall furnish all labor and materials necessary to install all plumbing as shown on drawings and as herein specified as follows: (1) Water supply and service (a) 2 hose bibbs shall be located as shown on drawings. Hose)bibbs/ valves shall be Acorn Series No. 8121 with protected cartridge operated hose valve with lockshield bonnet, removeable key .handle and rough chrome plate finish or an approved equal. y (2) Complete system of sanitary drainage, venting, and connection to all fixtures as shown on the drawings. B. All work shall be done in strict accordance and compliance with state and local laws. 19. Toilets A. Materials and Construction _(1) Accessories shall be.constructed of brass with polished chromium plate finish applied over pickle plated, or shall be of stainless steel with a bright polished finish. B. Toilet Paper Holders (1) Provide one toilet paper holder for restroom area. Holders shall be No Waste or an approved equal. C. Towel Dispenser (1) Provide one towel dispenser adjacent to lavatory. Dispenser shall be McKinney or an approved equal. VI -6 I_ D. Sink (1) Sink shall be Andover vitreous china wash up sink with back No. 231-0160 30" No. 805-0720 painted cast iron supporting brackets No. 749-1230 combination faucet with integral stops, rigid spout, spray and 6" elbow handles, 9" spout outlet to wall. No. 803-0615 Perforated drain plug with 1 1/2" tailpiece No. 804-1130 1-1/2" X 1 1/2" cast brass "P" trap No. 804-1155 1 1/2" X 6" trap nipple to wall E. Water Closets _ (1) Vitreous china, siphon jet, elongated closet bowl with1 1/2" backspud and 13 1/2" roughing No. 111-1135 Elongated bowl with 1 1/2" back spud, 13 1/2" roughing Exposed flush valve Sloan Royal No. 110-3 F. Soap Dispenser. (1) Provide one soap dispenser adjacent to towel dispenser. Soap dispenser _shall be SUDS-Trol Dispensers Model No. 3110 -GS or an approved equal. G. Fixtures (1) Furnish and install all fixtures and "products in accordance with the fixtures as shown on the drawings and as hereinafter listed, or the approved equal of another manufacturer. The contractor shall be responsible for the quantity of all fixtures, drains, valves, etc., as shown, as herein specified, or as required to make the installation complete. Lavatory and cold water supplies shall be provided with chromium plated wall stops and chromium plated supplies. Upon award of the contract, the contractor shall submit to the engineer for approval, a brochure giving a complete description of all fixtures, equipment and fittings which lie proposes to use. 18. GUARANTEE The manufacturer of the lift station shall guarantee, for one year from the date of shipment, that the entire station and all equipment therein shall be free from defects in design, materials and workmanship. In the event a component fails or is proven defective during the guarantee period, the manufacturer will provide a replacement part without cost, upon return of the defective part. Normal use items such as, grease, light bulbs, mechanical seals, packing and belts are excluded. 19. EXCAVATION, GRADING AND AACKFjftJNG `NF OR` LIFT_. M TIO' A. Excavation and Grading Excavation, of material encountered, for all structures, including accessories such asin i p'p' g, .wet well and conduit lines, including the disposal of excess material, shall be made by the Contractor and the cost thereof included in the bid price. Excavated material,, except that required for the grading around the sites as shown on the plans, shall be removed from the site and disposed of by the Contractor. All filling and grading on the sites shall be made from top soil obtained from the excavations to complete the grading as shown on the plans. The Contractor shall make arrangements for the disposal of the excess material and all costs of the satisfactory disposal of such material shall be borne by the Contractor. Excavation will not be classified and no additional compensation will be allowed for rock. The Contractor is expected to make borings of his own and satisfy himself as to the character of material which will be encountered. All excava- tions shall be made to the lines and grades as shown on the plans and established in the field. B. Backfilling' Backfilling around the lift station and concrete wet well shall not be made until the concrete in the structure has reached a strength of at least 2,500 lbs. per square inch. Then the backfilling around the lift station, wet well and all pipe lines within the lift station site shall be made by placing the material around the structures and in the trenches in 6 inch to 12 inch layers and compacted to 95% Standard Proctor Density. The moisture content shall be attained by prewet ting and thoroughly mixing before applying appropriate layers to accomplish desired compaction. After completion of the backfill, all surplus material shall be loaded and wasted at the Contractors expense, at locations approved by the Engineer. The site shall be leveled and made ready for use as soon as practicable after back filling. Filling and grading of the lift station site shall be made to the finished lines, grades and slopes as shown on the plans. The materials for making such fills shall be from materials obtained from the lift station excavation. The last 8 inches of fill shall be made with top soil obtained from the site as the work progresses'. Hand finishing will be required where necessary to bring the surfaces to the required grades and slopes. Immediately prior to completion of the project, the entire area shall be cleaned of all stockpiles of materials, or other debris and'the premises left with a neat and finished appearance. V.-8 SECTION VI BUILDVIG 1. General A. Examination of Site: (1) Bidders are requested to visit the site of the building prior to bidding and compare the drawings and specifications with existing conditions, and inform themselves of all conditions which will affect this work. (2) The Contractor shall at all times provide protection against weather, I rain, wind, storms, frost, or heat so as to maintain all work, mater- ials, apparatus and fixtures from injury or damage. At the end of the day's work all new or"old work likely to be damaged shall be covered. 2. Scope Contractor shall furnish and erect a self framing steel building consisting of interlocking steel panels, anchor bolts, connecting bolts, doors, frames, hardware and all accessories. The building will be of the rigid frame, clear span type. The building design, materials and construction methods shall conform to the standards of the metal building industry. v 3. Building Description and Specifications Contractor shall construct one 25 ft. wide by 30 ft. long by 12 ft. nominal save M _... -,.. 11 ; _.,.�_ lieight pre-engineered metal building, complete with concrete slab; drive approach at overhead door and concrete stoop by hollow metal doors front and back, includ- ing hot mix drive a's shown on drawings. Specifications for all building components shall be, of grades equal or better than these set fourth by the M.B.M.A. "Recommended Design Practices Manual"; A.W.S. D1.1 "Structural Welding Code"; A. I. S.I. "Specifications for the design fabrication and erection of' cold formed structural members for buildings"; A.I.S.C. "Specifications for the design, fabrication and erection of structural steel for buildings." Bay spacing will be 1 at 30'. End wall construction will be post and beam type intermediate rigid frames will be "tapered" or "straight" at contractors option. Building shall be certified for 25 psf, wind loading, 20 psf roof loading and 20 psf primary framing members. Tributary load reductions will be allowed under the guidelines set fourth in the "Recommended Design Practices Manual of the Metal Building Manufactuer's Association"(M.B.M.A.). All roof and wall panels will be d'm'nimum 6of`26'ga.'galvanized steel. All wall panels shall have 'baked on color finish with five year guarantee in owners choice of color selection. Roof panels shall be"20 yr. guaranteed galva11ume panels. Roof system will be UL Class 90 construction including skylights as shown on plan.% Contractor shall furnish certification verifying UL'Class 9O'compliance upon s completion. All roof and wall panels shall have standard foam closures matching the panel profiles installed at the cave, rake, base, and at accessories to provide a weather tight building. Mitered sheets will not be accepted in lieu of closure strips. All sidelaps, endlaps and flashings shall have pressure -sensitive tape VI -1 installed and be of a non-asphaltic, non-shrinking, non-drying, and non-toxic type and shall have superior adhesion to metal characteristics. 4. Accessories Metal personnel swing doors; shall be 1 3/4" thick, full flush, fabricated from 20 ga. galvanized, mill bonderized steel with baked on enamel finish.Each door shall swing from (3) 4 1/2" X 4 1/2" galvanized steel interlocking, template butt hinges. Frames will be heavy gage steel of a rabbeted design complete with field fitted and applied weather stripping. The threshold shall be extruded aluminum and.shall provide a positive weatherseal. Doors shall be equipped with cylindrical passage locksets conforming to Federal Specification FF-H-106a. Door leaves shall also have dead bolt lock keyed both sides with 1 1/2" throw bolt. 5. Skylights Shall have a profile matching and conforming to the roof panel profile. Skylights shall be white with granitized surface and shall have a minimum light transmission of 66%. Skylight will conform with the manufacturers respective construction num- ber for UL Class 90 construction. Skylights to be located as shown on plans, for a total of (4)' V X 6' units, 6. Overhead Door Shall be of specification grade equal to those of Overhead Door Corporation. The _1, , . overhead door shall be series 424 i0ft. wide X l0 ft. tall and equipped with chain and hoist. Door shall be 24 ga, steel panels installed on 2" galvanized truck complete with tumbler lock and vinyl weather seal. Door shall be located as shown on plans and shall be installed to provide maximum weather-tightness. 7. Insulation Building roof shall have 3" thick insulation with walls having 2". Insulation shall be fiberglass with 4 mil white vinyl vapor barrier and be supported with 2" galvanized poultry netting roof and walls. Insulation will be .6# density. 8. Foundation The top soil under the floor slab shall be excavated to a,depth of three feet, recompacted in place in 8" layers. The sand shall be thoroughly wetted and compacted by rolling with a vibrating roller to a density of at least 95% of the Standard compaction density ASTM D698. Concrete will be a minimum five sack mix, five inch slump, 3/4" maximum aggre— gate. gate. Compressive strength shall not be less than 3000 p.s.i. average for 28 day cured cylinders Wire mesh reinforcing shall conform to "Standard Specifications for Welded Steel Wire'Fabric for Concrete'Reinforcement",A.S.T.M. A-185, latest revision. Reinforcing steel shall conform to A.S.T.M., A-15 for "Billet Steel Concrete Reinforcing Base." 4 9. Facade and Brick From the eave to the crown surrounding the building shall be a 2 ft. verticle i facade with a 1 1/2 ft. overhang. Brick facing shall be laid from the ground K -12 ft. up as shown on the drawings. Lay brick plumb and level and true „to line in full beds of mortar. Bond of brick in exterior wails shall be Flamish VI-2 No Text A 2 Holophane Lobay II No. 2036 -120 -EM B 1 3 I Holophane Petrolux No. 1931 -WT. -12 n-CT-cr 0 C 1 1 Holophane Wallpackette No 408-120-120volt 300W"Incandescent" 12. Panelboards and Cabinets A. All panelboards shall be Square D, NQOB or an approved equal. All component parts shall have an Underwirters' Laboratories, Inc., label. Shop drawings shall be furnished on all panelboards. B. Lighting panelboard shall be provided as to accomodate the designated light- ing system shown on the lighting s.chedule,Code gauge galvanized steel box with 5" end gutters and 6^1/2" side gutters, having fronts of code gauge full finished steel, directories having typewritten circuit designations, adjust- able indicating trim clamps, for flush or surface mounting as required. 13. Wall Switches Wall switches shall be flush tumbler, "T"rating not less than 65 amperes. Install switches to accomplish the control as shown or specified, using single g pole, double pole, 3 -way and`4-way switches as required. Use gang mounting where two or more switches occur at the same location. 14. Standby Power Generator A. The Contractor shall furnish and install one (1) 3 phase 460 volt, 60 hertz, 1800 RPM, Manual electric start generator, capable of producing 100 KW standby power service for one 50 H P motor, approximately 2 H.P. for ventil- ation and 2 KW for lighting accessories. B. The water cooled diesel engine shall be equipped with air cleaner, lubricat- ing oil filter, battery', static battery charger, integral radiator, pusher fan, fan guard, brushless revolving field AC generator with +2 percent volt- age regulation. Flexible disc coupling (engine to generator), electric start- ing system, battery charging alternator', sub -base, exhaust silencer, low oil pressure shutdown, overspeed shutdown, and mainline circuit breaker. C. The Engine Control Panel shall be equipped with oil pressure gauge, start stop switch and battery charging ammeter. VI -4 14. Standby Power Generator (continued) D. The Generator Control Panel shall be equipped with AC ammeter, AC Volt- meter, ammeter voltmeter phase switch, voltage adjusting rheostat, auto- matic voltage regulator and manual reset overload breakers. E. Wiring from the standbyower p generator shall be such that when the main power source is off the standby generator will furnish necessary power to operate the power vents, lighting system and one pump. Wiring shall be in accordance with the electrical requirements herein before specified for lighting and power wiring. 15. Power Ventilator A. The contractor shall furnish and install one l8" roof ventilator with direct drive without ducts and with birdscreen. The ventilator shall be cap- able to replace a minimum of 2000 efm of air and comply with the require- ments of the A.M.C.A. Certified Ratings Program. The ventilator shall be an 18" Dayton Roof Ventilator No. 2C960 or an approved equal. B. Motor controls and starting devices for ventilating equipment shall be furnished and installed by the contractor. C. Contractor shall furnish and install 2 ventilator control switches to be approved by owner. (I) OUTSIDE SWITCH - shall be located inside a weather-tight steel lock box-as shown on plans and be labeled exhaust control switch. (2) INSIDE SWITCH - shall be located within 2 feet of main control panel and shall have a permanent label reading "EMERGENCY VENTILATION SWITCH". D. All such wiring as mentioned above shall be in accordance with manufacturer's -.recommendations, provided no violations of local ordinances-or-codes are encountered. E. Steel Lock Box Shall be weathertight for outdoor location. Shall be wall mounted 4'-0" from ground as shown on plans. Shall have cylinder or pad lock and shall be labled "Exhaust Control Switch". The steel lock box shall be equal to or better than Johnson Controls ENC-100 20'in. x 20 inx. steel box with steel door and cylinder lock. 16. Telephone Conduit System A. The contractor shall furnish and install a complete stystem of empty conduits for telephone service, including outlet boxes, device plates, etc., all as indicated on the drawings, in accordance with the requirements herein before specified for lighting and power wiring. Install #12 bare steel pull wire in each conduit to facilitate future installation of telephone wiring by others, and identify each wire by tagging. VI-S 17. Trolly & Hoist A. The contractor shall furnish and install a one ton capacity trolley and hoist. The trolley shall be designed to operate on an I-beam specified herein as a W8 X 31 American Standard I-beam with a 25' span. The I-beam shall be above and in line with the equipment access chamber. B. The push type trolley shall be all steel construction equipped with steel wheels with hardened treads and ball bearings. The frame shall be self - aligning to facilitate even load distribution on all four wheels. C. The I-beam and trolley shall be for hook type hoist equipped with adapter link. The hand chain hoist shall be hook type equipped with corrosion resistant chain and chain container that will accomodate forty feet of lift. 18. Plumbing A. The contractor shall furnish all labor and materials necessary to install all plumbing as shown on drawings and as herein specified as follows:- (1) Water supply and service (a) 2 hose bibbs shall be located as shown on drawings. Hose)bibbs/ valves shall be Acorn Series No. 8121 with protected cartridge operated hose valve with lockshield bonnet, removeable key handle and rough chrome plate finish or an approved equal. (2) Complete system of sanitary drainage, venting, and connection to all fixtures as shown on the drawings. B. All work shall be done in strict accordance and compliance with state and local laws. 19. Toilet A. Materials and Construction (1) Accessories shall be constructed of brass with polished chromium plate finish applied over nickle plated, or shall be of stainless steel with a bright polished finish. B. Toilet Paper Holders (1) Provide one toilet paper holder for restroom area. Holders shall be No Waste or an approved equal. C. Towel Dispenser (1) Provide one towel dispenser adjacent to lavatory. Dispenser shall be McKinney or an"app'roved equal. VI -6 19. Toilets (continued) D. Sink (1) Sink shall be Andover vitreous china wash _up sink with back No. 231-0160 30" X 22" No. 805-0720 painted cast iron supporting brackets No. 749-1230 combination faucet with integral stops, rigid spout, spray and 6" elbow handles, 9" spout outlet to wall. No. 803-0615 Perforated drain plug with 1--1/2" tailpiece No. 804-1130 1 1/2" X 1 1/2" cast brass "P" trap No. 804-1155 1 1/2" X 6" trap nipple to wall E. Water Closets (1) Vitreous china, siphon jet, elongated closet bowl with 1 1/2" backspud and 13 1/2" roughing No. 111-1135 Elongated bowl with l 1/2" back spud, 13 1/2" roughing Exposed flush valve Sloan Royal No. 110-3 F. Soap Dispenser (1) Provide one soap dispenser adjacent to towel dispenser. Soap dispenser shall be SUDS-Trol Dispensers Model No. 3110 -GS or an approved equal. G. Fixtures (1) Furnish and install all fixtures and products in accordance with the fixtures as shown on the drawings and as hereinafter listed, or the approved equal of another manufacturer. The contractor shall be responsible for the quantity of all fixtures, drains, valves, etc., as shown, as herein specified, or as required to make_the installation complete. Lavatory and cold water supplies shall be provided with chromium plated wall stops and chromium plated supplies. Upon award of the contract, the contractor shall submit to the engineer for approval, a brochure giving a complete description of all fixtures, equipment and fittings which he proposes to use. VI4