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Resolution - 2143 - Contract - Custom Convayor Company - Inbound Baggage Handling Systems, LIA - 09/26/1985
HW:da RFSOLUTION Resolution #2143 September 26, 1985 Agenda Item #39 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 Custom Convayor Company of Dallas, Texas, for the manufacture, delivery and installation of inbound baggage handling systems at Lubbock International Airport, 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 if fully copied herein in detail. Passed by the City Council this 26th day of September AL Y, MAYOR f_Iffm3p anette'-Boyd, City Secretary APPROVED AS TO CONTENT: Gene Eads urc asing Manager APPROVED AS TO FORM: h Llz� IILJI��A-Z Harold Willard, Assistant City Attorney 1985. WHITAKER McQUEEN JONES & ASSOCIATES 2517 74th Street LUBBOCK, TEXAS 79423 (806) 745-5485 TO Secretary of City _ LFEUTEM OF VIMMOM UL DATE 11-7-1985 JOB NO. ATTENTION Ranette Boyd RE: Inbound Baggage Handlin System WE ARE SENDING YOU XJ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order 0— COPIES _ COPIES DATE NO. DESCRIPTION to of Insurance, issue date 10-25-85 1 Power of Attorney THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted lye For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 _ REMARKS COPY TO PRODUCT 2402Ees Inc, Groton, Mas 01471. ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: Yancey Jones If enclosures are not as noted, kindly notify us at once. PRODUCER Boone insurance & Real Est -ate e P. 0. Sox 15011+5 Irving, TX 75015 INSURED Custom Con.veyror Company, "Inc. P. 0. Box 59),,4`15' Dollas, TX 75229 ISSUE DATE (MN 10-25-835 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIG14TS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY' LETTER A Comlaercia? Union Insurance: Cormoaziv COMPANY LETTER B COMPANY c LETTER COMPANY LETTER COMPANY E LETTER THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. - NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- TIONS OF SUCH POLICIES. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/Yl) LIABILITY LIMITS IN THOUSANDS EACH OCCURRENCE AGGREGATE GENERAL LIABILITY BODILY A COMPREHENSIVE FORM C: -,D 27 18 19 4-30-85 4-30-16 INJURY $ $ PROPERTY v PREMISES/OPERATIONS 11 � EXPLOSIONUND & COLLAPSE HAZARD DAMAGE $ $ A ` PRODUCTS/COMPLETED OPERATIONS See Below A ., CONTRACTUAL BI & PD COMBINED $ 500, $ 500, A )j INDEPENDENT CONTRACTORS A BROAD FORM PROPERTY DAMAGE A PERSONAL INJURY PERSONAL INJURY $ 500# AUTOMOBILE LIABILITY BODILY INJURY ANY AUTO (PER PERSON) $ .i < ALL OWNED AUTOS (PRIV. PASS.) CRD 27 98 19 4-30. 5 1d--30-0-0 BODILYINJURY A ALL OWNED AUTOS (OTHER THAN) (PER ACCIDENT) $ A PRIV. PASS. HIRED AUTOS PROPERTY a s All A i` NON -OWNED AUTOS DAMAGE $,r� ` GARAGE LIABILITY 81&PD COMBINED $ 500, EXCESS LIABILITY _ UMBRELLA FORM BI & PD COMBINED $ $ OTHER THAN UMBRELLA FORM STATUTORY WORKERS' COMPENSATION $ -L # (EACH ACCIDENT) AND C" O 0" 28 5 4-30-85 1 0–gib I "'3 ", $ # (DISEASE -POLICY LIMIT) EMPLOYERS' LIABILITY $-LOU f (DI EASE EMPLOYEE) OTI.TER eacoccurrenc °OGuCCS nCOYyp tB# etec' Operations CPO 27 98 19 4-330435 4-30-00 a D= 00, each occur-renc 100 &—resete DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Jab site: Lubbock international Airport Terminal Building, Phase !I City o- Lubbock Mmicipal . Ui.I.,Ci1:c1p 1625 13th Street I,u'bbo cz . # TX 79401 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- PIRATIOI_ , DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL CJ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHAL OSE NO OBLIGATION OR LIABILITY OF ANY KIND URON THE COMPANY, ITS AG OR REPRESENTATIVES. ID STA TF of rix; > COUi;TY Cr Dallas ) {iv(;,v .ALu ?�4 8Y 1* irt F`i" R") S7.AITS: TH. Ar Custom Conveyor Company Of ti:e City Of Dallas and. Ccunty of Dallas , here iria fter calleri "Princi` al" and Commercial Union nsiira,hce Company hereinafter called w ".Surety" are held and firmly bound unto City of Lubbock, as Obligee, hereinafter called "Omer", In the amount of Two hundred Ninety Five Thousand and no/100-- 295,000-00 ) DOLLARS, lawful ,,Honey of the United States, to be paid in Dallas County, Texas for the payment of which surra well and truly to be made we bind .ourselves, our heirs, executors, administrators and sucessors, jointly and severally, firmly be these presents: THE CONDIT'MM OF TRIS OBLIGATION IS SUCH THAT: ,',heraas, the principal entered into a certain contract with the Owner, dated the 16th day of September a copy of o rlon is hereto attached anti made a :tart of hereof, for the construction of: Lubbock International Airport Terminal Building Phase II Inbound Bagga& Handling System NOW, THEREFORE, if the principal shall well, truly and faithfully Perform and fulfill all of the underta;;ings, covenants, terns, conditions an agreements of said contract in accordance with the plans, specifications and contract documients durinc.. the original term tharecf and any e: -tension thereof which may be granted by the Owner, with or without notice to the surety,) and during the life of any guaranty required under the contract, and shall also :veil and truly perform and fulfill all of the undertakings, covenants, terrors, conditions and agreements of any and all duly authoritzed modifications to the surety being hereby waives; and if the principal shall repair and/or replace all defects due to faulty materials and/or wcrk.iianship that appear within a period of one (1) year from the date of corzpletion anci acceptance of Improvement by the Owner, then this obligation shall be void; otherwise to remain in full force and effect. ki 00300-4 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that the COMMERCIAL UNION INSURANCE COMPANY, a corporation duly organized and existing under the laws of the Commonwealth of Massachusetts, and having its principal office in the City of Boston, Massachusetts, hath made, constituted and appointed, and does by these presents make and constitute and appoint RICHARD W. DAIKER and JAMES W. LEEKER both of Dallas, Texas and each of them its true and lawful Attorney -in -Fact, to make, execute, seal and deliver for and on its behalf as surety any and all bonds or undertakings and the execution of such bonds or undertakings in pursuance of these presents, shall be binding upon said Company as fully and amply, to all intents and purposes, as if such bonds were signed by the President, sealed with the corporate seal of the Company, and duly attested by its Secretary, hereby ratifying and confirming all the acts of said Attorney -in -Fact pursuant to the power herein given. This Power of Attorney is made and executed pursuant to and by authority of the following resolutions adopted by the Board of Directors of theCOMMERCIAL UNION INSURANCE COMPANY at a meeting duly called and held on the twenty-seventh day of July, 1972: Resolved: That the President, or any Vice -President, or any Assistant Vice -President, may execute for and in behalf of the company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, the same to be attested when necessary and the seal of the company affixed thereto by the Secretary, or any Assistant Secretary; and that the President, or any Vice -President, or Assistant Vice -President. may appoint and authorize an Attorney -in -Fact to execute on behalf of the company any and all such instrument`s and to affix the seal of the company thereto: and that the President, or any Vice -President, or any Assistant Vice -President, may at any time remove, any such Attorney -in -Fact and revoke all power and authority given to any such Attorney -in -Fact. —Resolved: Resolved: That Attorneys -in -Fact maybe given full power and authority to execute for and in the name and on behalf of the company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and any such instrument executed by any such Attorney -in -Fact shall be as binding upon the company as if signed by the President and sealed and attested by the Secretary, and, further, Attorneys -in -Fact are hereby authorized to verify any affidavit required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and are also authorized and empowered to certify to a copy of any of the by-laws of the company as well as any resolution of the Directors having to do with the execution of bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and to certify copies of the Power of Attorney or with regard to the powers of any of the officers of the company or of Attorneys -in -Fact. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Directors of the COMMERCIAL UNION INSURANCE COMPANY at a meeting duly called and held on the twenty-seventh day of July, 1972: "Resolved: That the signature of the. President, or any Vice -President, or any Assistant Vice -President, and the signature of the Secretary or any Assistant Secretary and the Company Seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Attorneys -in -Fact for purposes only of executing and attesting any bond, undertaking, recognizance or otherwritten obligation in the nature thereof. and any such signature and seal where so used, being hereby adopted by the company as the original signature of such officer and the original seal of the company, to be valid and binding upon the company with the same force and effect as though manually affixed." IN WITNESS WHEREOF, the COMMERCIAL UNION INSURANCE COMPANY, has caused these presents to be signed by its Assistant Vice -President and its corporate seal to be hereto affixed, duly attested by its Secretary on this 15th day of January 1985 � cN........ Attest: Raymond M. efossez —Secretary COMMONWEALTH OF MASSACHUSETTS COUNTY OF SUFFOLK SS. COMMERCIAL UNION INSURANCE COMPANY By Cl John M. Garrett — Assistant Vice -President On this 15th day of January 19 8 5 before me personally came John M. Garrett. Assistant Vice -President. and Raymond M. Defossez, Secretary of the COMMERCIAL UNION INSURANCE COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and sayeth, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the corporate seat of said Company and that the said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Company. W. t t ` • °, u' �'A' ,� � t Edward W. Shay —Notary Public r,eMasf (Mr Commission expires August 10. 1990) ^� CRY Q`) '� CERTIFICATE 1, the undersigned. Assistant Secretary of the COMMERCIAL UNION INSURANCE COMPANY, a Massachusetts Corporation• do hereby certifN. y that the foregoing power of attorney is in full force and has not been revoked; and furthermore. that the Resolutions of the Board of Directors set forth in the power of attorney are now in force. _ Signed and sealed at the City of Boston. Dated this 30th day of October -19 85 .... _..... .... ���,,,;•• � Daniel J. Boyle --- ssistant Secretary to -84 C6OW3-t t COU-NITY Or Dallas ) KNIC"i ATFL .N:7M BY THr:,c That Custom Conveyor Company cf the City of Dallas _County c Dallas , and State of Texas , as rlpal, and Commer ial Union Tn:suranre ('.omnanv a uth ori z ed under tr e laws of the State Of T xa s to act as surety on �bon(3s for tprinc�ipals, are held ands firmly bound unto'' w of ubbock: Texas (Owner), in the penal 'Zum of Two Hundred Ninety Five Thousand A, no4l nn- DOLLAR IS 29 ,000.()0 -) for - the payment heraof, and the sa.i.dPrincipal and Surety hind themselves and their heirs, strators, executors, successors and: assicns, ;oint Iv and severally, by these presents: WHEREAS, the Principal has entered; into a certian written contract with the Owner, dated the 16th day - cf September , 19 85 , to which contract is hereby referrer to and made a part hereof as fully and to the same extent as if copied at length 'herein. NOW, THERUCRE', THE CONDITIONi 04, THIS OBLIGATION IS SC -CR, that if the said Principal mall nay all claimants supplying labor and Amaterial to.him or a subcontractor in the prosecution of the work Provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HO:^iRVER, that this bond is executed pursuant to the provisions of article 5160 of the Revised Civil Statutes of Texas as amended and all liabilities on this bond shall be detercAneci in accordance with the provisions of said Article to tie same extent as it it were copied at lent:th herein. Sura-ty, for value r`ceive6, sti7,,uiates and agrees that no change, extention of time, alteration or aciaiton to the terms of the contract, or to wore: perfcrmed thereunder, or the plans, specifications or drawings accompanying the same, shall in anywise affect its oblication on this bond and it (ices hereby waive notice of any such change, `xtantion of tine, alteration or auditions to the terns of the contract, or to the .cork to be performed thereunder. 00300-5 Resolution #2157 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1977 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION Use only with the 1976 Edition of AIA Document A201, General Conditions of the Contract for Construction. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Thirtieth day of September in the year of Nineteen Hundred and Eighty -Five BETWEEN the Owner: City of Lubbock, Texas Municipal Building, 1625 13th Street Lubbock, Texas 79401 and the Contractor: Marubeni America Corporation 3700 Two Houston Center Houston, Texas 77010 The Project: Lubbock International Airport Terminal Building Phase II Aircraft Passenger Boarding Bridges The Architect: Whitaker McQueen Jones & Associates 2517 74th. Street Lubbock, Texas 79423 The Owner and the Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, © 1977 by the American Institute of Architects, 1735 New York Avenue, N.W., Washington, D. C. 20006. Reproduction of the material herein or substantial quotation of its provisions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 OWNER -CONTRACTOR AGREEMENT - ELEVENTH EDITION • JUNE 1977 • AIA® ©1977 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modifications issued after exe- cution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein. An enumeration of the Contract Documents appears in Article 7. ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for (Here insert the caption descriptive of the Work as used on other Contract Documents.) Lubbock International Airport Terminal Building Phase II Aircraft Passenger Boarding Bridges ARTICLE 3 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work to be performed under this Contract shall be commenced Within ten (110) days of receipt of Owner's written Notice to Proceed. and, subject to authorized adjustments, Substantial Completion shall be achieved not later than (Here insert any special provisions for liquidated damages relating to failure to complete on time.) One Hundred Eighty (180) days after the date of the Notice to Proceed. AIA DOCUMENT A101 OWNER -CONTRACTOR AGREEMENT ELEVENTH EDITION • )UNE 1977 AIA® ©1977 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 2 ARTICLE 4 CONTRACT SUM The Owner shall pay the Contractor in current funds for the performance of the Work, subject to additions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of Six Hundred Forty -Five Thousand Five Hundred and No/100ths Dollars. ($645,500.00) The Contract Sum is determined as follows: (State here the base bid or other lump sum amount, accepted alternates, and unit prices, as applicable.) BASE BID ----------------------------------------- $645,500.00 Alternate No. One (Not Accepted) -0 Total Contract Sum ARTICLE 5 PROGRESS PAYMENTS $645;500®00 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as pro- vided in the Contract Documents t6XX6((X�XKhKXi)69XXXXXXXXXXXXXXXXXXXXXXXNWXXMHMX as follows: (If not covered elsewhere in the Contract Documents, here insert any provision for limiting or reducing the amount retained after the Work reaches a certain stage of completion.) Payment No. 1 - Upon Notice to Proceed, Payment No. 2 - Upon Delivery of Bridges to Job site. Payment No® 3 - Following Final Acceptance All Payments Net 30 Days® 10% ($64,550,00) 80% ($516,400.00) 10% ($64,550.00) Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate entered below, or in the absence thereof, at the legal rate prevailing at the place of the Project. (Here insert any rate of interest agreed upon.) (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to deletion, modification, or other requirements such as written disclosures or waivers.) AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIA® ©1977 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 3 EXHIBIT "A" AGREEMENT BETWEEN CITY OF LUBBOCK, TEXAS, AND MARUBENI AMERICA CORPORATION Dated September 30, 1985 The Contract Documents consist of: THE AGREEMENT GENERAL CONDITIONS.OF THE CONTRACT - Section 00700 of the Project Manual. PROJECT MANUAL (SPECIFICATIONS) — Bound separately dated 7/15/85 Division Pages 1 - General Requirements ------------------------------ 01080-1 - 01080-2 2 - Not Used 3 - Not Used 4 - Not Used 5 - Not Used 6 - Not Used 7 - Not Used 8 - Not Used 9 - Not Used 10 - Not Used 11 - Not Used 12 - Not Used 13 - Not Used 14 - Conveying Systems --------------------------------- 14700-1 - 14700-14 15 - Not Used 16 - Not Used AppendixA ---------------------------------------------------- 1 DRAWINGS - Bound separately dated 7/15/85 Section Sheets 1. Apron Layout, gates lE and 2E ----------------------------- 1 2. Apron Layout, gate 7 -------------------------------------- 2 TECHNICAL SPECIFICATIONS (MITSUBISHI) - Bound separately dated August, 1985 LS5336-------------------------------------------------------- 1-10 LS5337-------------------------------------------------------- 1-15 ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor when the Work has been completed, the Contract fully performed, and a final Certificate for Payment has been issued by the Architect. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follows: (List below the Agreement, the Conditions of the Contract (General, Supplementary, and other Conditions), the Drawings, the Specifications, and any Addenda and accepted alternates, showing page or sheet numbers in all cases and dates where applicable.) See Attached Exhibit "A" APPROVED AS TO CONTENT: Marlin Coffee, Wtion Director APPROVED AS TO FORM: Michele Hart, Assistant City Attorney This Agreement entered into as of the day and year first written above. OWNER City of Lub ck, Texas By: CONTRACTOR Marubeni America Corporation By T INQUE, VICE-PRESIDENT I AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • ELEVENTH EDITION • )UNE 1977 • AIAe ©1977 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 4 No Text PROJECT MANUAL. FOR THE CONSTRUCTION OF`- LUBBOCK INTERNATIONAL AIRPORT TERMINAL BUILDING PHASE II INBOUND BAGGAGE HANDLING SYSTEM OWNER CITY OF LUBBOCK, TEXAS WHITAKER • MCQUEEN • JONES and ASSOCIATES architects sob gas s4ss un 74th lubbox,tX. 79423 7 85 r P,+. Sealed proposals addressed to Gene Eads. Purchasing Manager, City of Lubbock. Texas. will be received at the office of the Purchasing Manager, �^^ Municipal Building, 162513th Street, Room L-04. Lubbock, Texas, 79401 until 2:00 o'clock 'p.m. on the 20th day of August, 1985, to furnish all labor and materials and perform all work for the construction of the following described projeci: LUBBOCK INTERNATIONAL AIRPORT TERMINAL BUILDING — PHASE II INBOUND BAGGAGE HANDLING SYSTEMS After the expiration of the time and date above first written. said sealed proposals will be opened by the Purchasing Manager at his office and publicly read aloud. The plans, specifications, proposal forms and contract documents may P be examined at the office of the Purchasing Manager for the City of Lubbock, Texas. Attention of each bidder is particularly called to the Schedule of "'" General Prevailing Rate of Per Diem Wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, Texas. Each bidder's attention is further directed to the provisions of Article 5159a, Vernon's Ann. Civil St.. and the requirements contained therein concerning such wage scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock. B :G ne ads, C.P.M. Purchasing Manager NOTICE TO BIDDERS BID # 8648 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 20th day of August, 1985. to furnish all labor and materials and perform all work for the construction of the following -* described Project: LUBBOCK INTERNATIONAL AIRPORT TERMINAL BUILDING - PHASE II INBOUND BAGGAGE HANDLING SYSTEMS After the expiration of the time and date above first written, sai.d sealed proposals will be opened 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 P 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 September, 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 (if required) within 14 days pow 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 PM 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 u be examined at the office of the Purchasing Manager for the City of �, Lubbock. Texas. *� Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock. which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a. Vernon's Ann. Civil St.. and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. P,. CITY OF LUBBOCK B :Ge a ads, C.P.M.-- Purchasing Manager TABLE OF CONTENTS PAGE PROJECT MANUAL (SPECIFICATIONS) DIVISION 0 - BIDDING INFORMATION 00020 - Invitation to Bid -------------------------- 1 00100 - Instructions to Bidders -------------------- 1-4 00200 - Bid Form ----------------------------------- 1-2 00300 - Contract Forms, Bonds & Certificates ------- 1-6 00700 - General Conditions of the Contract --------- 1-5 DIVISION 1- GENERAL REQUIREMENTS 01080 - Applicable Codes ----------------------------- 1-2 01100 - Alternates ----------------------------------- 1 DIVISION 2 THRU 13 - NOT USED DIVISION 14 - CONVEYING SYSTEMS 14540 - BAGGAGE CONVEYORS AND DISPENSERS ---------- 1-20 DIVISION 15 THRU 16 - NOT USED DRAWINGS (Bound Separately) Title Sheet, Index ------------------------------------------ 1 Apron Level Key Plan ---------------------------------------- 2 Main Level Key Plan ----------------------------------------- 3 Apron Level Plan, Section ----------------------------------- 4 Apron Level Plan -------------------------------------------- 5 Main Level Plan --------------------------------------------- 6 Main Level Plan 7 SEC`L`ICN 00020 INVITATION TO BID sealed Bids for the Construction of: Lubbock International Airport Terminal Building Phase II Inbound Baggage Handling Systems will be received until: 2:00 P.M., CDT, Tuesday, August 20, 1985. at: City Purchasing Department Room L04 1625 13th Street Lubbock, Texas Scope: Contract will be a General Contract for the Manufacture, delivery, and installation of two inbound baggage handling systems for Lubbock International Airport Terminal Building, Lubbock, Texas. Contract shall include all work necessary for a complete and operational installation. Bidding Documents: Plans, project manuals and other bidding documents for this project may be obtained from the Architect's office, 2517 74th Street, Lubbock, Texas. A refundable deposit of 550.00/set made payable to Whitaker McQueen Jones & Associates will be required. The 850/set deposit will be refunded upon returning of the drawings and project manual in good condition within 10 days following the Bid Opening. Partial sets of Bidding Documents will not be available. Bidding Document may be examined at no charge at the following locations: A. Architects Office Whitaker McQueen Jones & Assoc. 2517 74th Street Lubbock, Texas 79423 B. Dodge Plan Room Lubf3ock, Texas 00020-1 ••" SECTION 00100 INSTRUCTIONS TO BIDDERS 1.01 DEFINITIONS: A. All definitions set forth in the General Conditions of the contract for construction, A.I.A. Document ►*� A-201, are applicable to these instructions to Bidders. B. Bidding documents include the advertisement to bid, Instructions to Bidders, the bid forms and the and the proposed Contract Documents including any Addenda issued prior to receipt of Bids. C. Addenda are written or graphic instruments issued prior to the execution of the Contract which modify ^^ or interpret the bidding documents, including Drawings and Specifications, by additions, deletions, clarifications or corrections. Addenda will become part of the Contract Documents when the Construction Contract is executed. D. "Whitaker McQueen Jones & Associates" will be Hereafter referred to in this specification as "Architect" and all correspondence shall be addressed to: 2517 74th Street, Lubbock, Texas 79423 (806)745-5485 Attn: Yancey Jones. 1.02 EXAMINATIOiN OF DOCUMENTS AND SITE °" A. Each bidder, by making his bid, represents that he has read and understands the bidding documents. B. Each bidder, by making his bid, represents that he has visited the site and familiarized himself with the local conditions under which the work is to be .�„ performed. 1.03 DISCREPANCIES AND AMBIGUITIES: Each bidder shall examine the bidding documents carefully and, not later than.seven days prior to the date for receipt of bids, shall make written request to the Archiect for interpretations or �- correction of any ambiguity, inconsistency or error therein which he may discover to the Architect. Only a written interpretation or correction by Addendum shall be binding. No bidder shall rely upon any interpretation or correction given by any other method. ..M 1.04 BIDDING PROCEDURES 00100-1 A. All bids shall be prepared on the forms provided by the -Architect and submitted in accordance with the Instructions to Bidders. The Architect will furnish bidders with Bid Forms which will provide 1. A Single contract price for each Bid Item as detailed and describers in these Specifications. 2. Acknowledgement of addenda. 3. dumber of calendar :.lays to complete project. B. A bid is invalid if it has not been deposited at the designated location prior to the time and date for receipt of bids indicated in the advertisement or invitation to bid, or prior to any extension thereof issued to the bidders. C. Unless otherwise provided in any supplement to these instructions to Bidders, no bidder shall modify, withdraw or cancel his bid or any part thereof for sixty days after the time designated for the receipt of bids in the advertisement or invitation to bid. D. Prior to the receipt of bids, Addenda will be mailed v or delivered to each person or firm recorded by the Architect as having received the bidding documents and will be available for inspection wherever the bidding documents are kept available for that purpose. Addenda issued after receipt of bids will be mailed or delivered only to the selected bidder. 1.05 QUALIFICATION OF BIDDERS A A. There will be no Pre -Bid Qualification of Bidders 1.06 SUBSTITUTIONS A. There will be no Pre -Bid Approval of Substitutions. Tendered bids based upon proposed substitutions will be considered by owner during the sixty day period following bid date. Approval of substitutions will be at the sole discretion of the Owner. 1.07 BASIS OF BIDS The Bidder shall include all unit cost iterns and all alternates shown on tale Bid Form; failure to comply may be cause for rejection. No segregated bids or assignments will be considered. 1.08 PREPARATION OF BID A. Bidder shall submit his Bid on the forms furnished by the Architect. All blank spaces in forms shall be correctly filled in and the bidder shall state the prices, written in words and in figures. where there is discrepancy between the price written in words and in figures, the price written in words shall govern. If Bid is submitted by an individual 00100-2 i his name must be signed by him or his duly authorized agent. If the bid is submitted by a firm, association or partnership, the name and address of each member must be given, and the bid must be sinned by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. B. Sample copies of bid form bound in the project manual are not to be used for the submittal of the proposal, nor are they to be removed from the bound specifications or defaced in any manner. C. Additional copies of bid form will be provided upon request. 1.09 BID GUARANTEE A. A cashiers check, certified check or acceptable bid bond, payable without recourse to the order of the owner in the amount of not less than five (5%) percent of the largest total amount bid must accompany each bid as a guarantee that if awarded the contract, the bidder will promptly enter a contract and execute a bond. B. The check or bid bond submitted with each bid shall be considered as the amount of the liquidated damages which the Owner will sustain by the failure, neglect or refusal of the bidder to execute and deliver the agreement and bond, should the contract be awarded him. C. If the proposal is not accepted within the number of days, as set forth in the proposal, after the time set for the submission of bids or if the successful bidder executes and delivers the agreement, the check or bond will be returned. D. If the bidder defaults in executing the agreement and bond within ten (10) days after notification from the Architect of the award of the contract to him, the check or bid bond shall automatically become the property of the Owner. 1.10 FILING BIDS A. Sealed bids will be received at the time and hour as stated in Section 00020. B. Any bids received after the above named -hour will be returned unopened. C. Each bid shall be enclosed in a sealed opaque envelope with the name and description of the project as shown on the invitation to bid, and "Bid #8648111clearly marked on the envelope. 00100-3 OR 1.11 OPENING BIDS A. The bids submitted will be opened at the time as stated on the invitation to bid and read aloud, and shall thereafter remain on file with the Owner. 1.12 REJECTION OF BIDS A. The Bidder acknowledges the right of the Owner to reject any and all bids and to waive any formality in connection therewith. 1.13 AWARD OF CONTRACT After proposals are opened, the proposals will be tabulated for comparison on the basis of the bid prices and quantities shown in the proposal. The Owner reserves the right to withhold the award of the Contract for a period of sixty days from the date of opening proposals and no award will be made until the Owner is satisfied as to the responsibilities of the low bidders. Until.final award of the Contract, the Owner reserves the right to reject any part or all proposals or proceed to do the work otherwise in the best interest of the Owner. 1.14 EXEMPTION FROM SALES TAXON MATERIALS The Owner crualifies for exemption from State and Local Sales Tax. The Owner will furnish the contractor a Sales Exemption Certificate for the purchasing of eligible materials required for the project. PART 2 MATERIALS - NOT USED PART 3 EXECUTION - NOT USED ECD OF SECTION 00100-4 0 SECTION 00200 BID FORA BID #8648 DATE: August 20, 1985 TO: Mr. Gene Eads, Director of Purchasing RE: Lubbock International Airport Terminal Building - Phase II Inbound Baggage Handling System Gentlemen: The Bidder having examined the plans and specifications, including all Bidding Instructions, Documents, and Addenda and having visited the site of the Proposed work, and being familiar with all conditions of same, here by propose to furnish all materials, labor and equipment and services necessary or incidental for completion of the general, mechanical, and electrical construction for the referenced project. BID: In accordance with plans and specifications prepared for referenced project by Whitaker McQueen Jones & Associates, Architects, Inc., 2517 74th Street, Lubbock, Texas 79423, (806) 745-5485. The Sum of (Base Bid) DOLLARS AND CENTS ($ )• ALTERNATES Refer Section 01100 - Alternates, for description and provisions of alternates listed below. Alternate No. 1 (Conveyor Security Doors) (Add) (Deduct) the sum of. Dollars If awarded the contract, the undersigned agrees to complete the same in consecutive days. The undersigned agrees, if awarded the contract, to execute contract and bonds within ten (10) days after notification of award and to commence work on or before a date to be specified in a written "Notice to Proceed" of the Owner. The undersigned agrees that this bid shall be good and not be withdrawn for a period of 60 days from date of opening thereof. 00200-1 ADDENDA This will acknowledge the receipt of the following Addenda which are part of the Bidding Documents. Addendum No. Addendum No. Addendum `Io. Addendum No. Bid Guaranty: Enclosed with this Bid is a Certified Check for: DOLLARS ($ ). or a Bid Bond in the sum of DOLLARS ($ )• which it is agreed shall be collected and retained by the Owner as liquidated damages in the event this Bid is accepted by the Owner within 60 days after the bids are received and the undersigned fails to execute the Contract; otherwise said check or bond shall- be returned to the undersigned upon demand. Contractor (firm name) By Address SEAL* City State Phone *if Bidder is a corporation. ,„ SECTION 004300 POW CONTRACT FORMS, BOMDS & CERTIFICATES PART 1 GFNERAL 1.01 NOTICE The following blank spaces in the contract and Bonds are not to be filled in by the bidder at the time of submitting his bid. The bond forms and other miscellaneous forms are submitted at this time to familiarize the bidder with forms of the Contract and Bonds which the successful Bidder will be required to execute. 1.02 FOR�IM OF AGREEMENT The Form of Agreement will be A.I.A. Document A101 - Standard Form of Agreement Between the Owner and Contractor - Stipulated Sum, latest edition. Copies of the Contract Form may be obtained at the office of the Architect. 1.03 INDEX of ENCLOSED FORMS 1. Bid Bond 2. Performance Bond 3. Payment Bond 1.04 SUB-IISSION OF FORTS A. Bid Form: Bid forms will be furnished to the Contractor for use in submitting his bid. B. Performance & Payment Bonds: Enclosed Bond forms are for reference only, the Contractor shall submit bonds similar to those enclosed or on a standard form of the surety. PART 2 MATERIALS - �NOT 'IQ -ED PART 3 EXFCUTION - NOT USED END OF SECTION r- 00300-1 BID EGAD ('Tay be used by General Contractor only) {Ni0t'1 ALL, NIE,�1 BY THESE PRESENTS, that we as principal and a corporation, having its principal place of business in the City of , County of and State of , as surety, are held firmly bound unto as obligee, in the just sum of DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, we bond ourselves, our heirs, executors, administrators and successors, 4ointly and severally, firmly by these presents: SIGNED, sealed and dated this day of 19 , in the City of , County, WHEREAS the said principal is herewith submitting proposal for now, }herefore, THE CONIDI'PIO� OF THE ABOVE: OBLIGATION IS SUCH, that if the said principal shall execute a Contract and give bond for the faithful performance thereof within ten (10) days ater being notified in writing of the award of such contract to principal, then this obligation shall be void, otherwise, it shall remain in full force and effect. By: Attorney-in-fact 00300-2 P`ruri_ ler, that 1. arty ie al ction be file:' on this cncz, venue s-na11 iii i❑ County, Texas. si]r�tor vaiiierecc-2 i ved, hereoy stipulaCes and UCrecs 1'ci .t no charge, ext _rl >ZOn o tim.e,-t1te._ration or a' ditic �C i ;i P_ t _r.l� of fire CCxltr�3Ct, �r tp wQr T P_r ^rTe.' `l^,er2under, or t[;t' plans, c^ecifications, dra,,ir1Q=, etc., accr,m ayZii sa:'Re sha.11 in an`y'�74:30 3ii_Ct its CtJiluatZC`T7 on this tore, �.nd it (�oes hmere'-, �Jaive mc. l e cE any such change, extension of tire, alter. tion to ti.e terns rf the contract or to the work to be performed thereunder. This bond is given pursuant to the provisions of Article ^- 5160, Chapter 4 of Vernon's Civil Statutes of Texas, as amended by the Acts of the regular Session of the 561.--.h Legislatures, 1959, andother asplicable.statutes of the State of Texas. `l' -ie uncersigned anci, ciegignated agent is hereby designated by the Surety herein as the Agent 'Resid.ent in _ County to whoim any rsguisite notices may be delivered and on whom service of process clay be had in inatters arising out of sucil suretyshic, as prcvicecx by Senate Eill 214, Granter 87, acts �* of the 56th Lecrislature 1959, Regular Session. I�N Li IIII �Nl^S5 .A�TFFIP, EOf, this instrument is executed in copies, each one of which shall be as original, this - day Qf ► 19_. _.. A:n l.a IS :. tP RINCIPP L Secretary ' TITLE SURSTY Ey Attorney in fact Tire Re:sic ent Ac.,ent of the Surety in County, Texas, for celivery notice and services of process is: PM NA!"IF A DD"R FS S 00300-3 PF0R C`? 110 ;;J "A7i , Oma' T�--; S ) m V T;2 .,ar ct t.:e city o: acid CcUnty of , Texas, !iereinatter called "Princi, al" aria JIM hereinafter called "Surety" are held and firmly bound unto as Obligee, hereinafter called "Owner", in -1 he amount of (S ) DOLLARS, lawful money of the United States, to ire t^aid in County', Toxas for the payment of which sure well. and truly to be mace we wind ourselves, our heirs, executors, administrators and sucessors, jointly and severally, firma -y be these presents: P" TH.E CONDI`PION OF TPI: :?BLIGATION IS SUCH THAT: .;i'iereas, the principal entered into a certain contract with the owner, dated the clay of , 19 , a copy of which is hereto attached and mace a part of heraof, for the construction of: tiO�, Tu?-REFORF, if th :.rincip al shall well, truly and faithfully perform and fulfill all of the undertatcings, covenants, tert-as, conditions an agreements of said contract in accordance .aitrr the plans, specifications and contract docur:,ents during the original term thereof and any extension thereof -ahich may be cranted by the owner, with or without notice to the surety,y, and during the life of any guaranty required under the contract, and shall also well and truly perform and fulfill all of the undertakings, covenants, teras, conditions and agreements of any and all duly autuoritzed modifications to the surety being hereby waives ; and if the principal shall repair, anr,/or replace all defects due to faulty materials and/or workira.nship that appear within a period of one (1) year from the crate of coiipletion and acceptance of Improvement by the Owner, then this obligation shall be void; otherwise to remain in full force and effect. 00300-4 01 y.,; i:'!' tai nTA. -.F r =xa ) 0r ) Gi the City of r *+ County of _ End State of as Principal, and authorized under the 'Laws of the State of Texas to act as r surety on bonds for principals, are geld and firmly bound unto (Owner), in the penal Zu.m of DOLLARS, (S ) for the payment whereof, and the said Principal and Surety bind themselves and their heirs, ac r.:,inistrators, executors, successors and assigns, iointly a d :severally, by these r resents: WHEREAS, the Princi`�al has enterer; into a certian written contract with the Cwner, dated the :ay . + of , 19 , to which contract is hereby referred to and .gad e a part hereof as fully and to the same extent as if copied at "Length herein. THEREPMR-1 , THE. CO-NMITION OfF 'I'HI:S OBLIGATION IS ,L'C', that if the said Principal shall nay all claimants supplying labor and material to hir^, or a subcontractor in the prosecution of the .pork provided for in said contract, then, this obligation shall be voice; otherwise to reinain in full force and effect; .e PROVIDH,'D, s0';^1WRR, tilat this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended and all liabilities on this hond shall oe detercAned in accordance with the provisions of said Article to the sane extent as if it were co;)ied at length herein. .Surety, for vale received, stipulates and agrees that no chance, extention of time, alteration or additon to the teres of the contract, or to work performed thereunder, or the plans, specifications or drawings accomipanyina the same, shall in anyc-ise affect its obligation on this Uond and it does hereby waive notice of any such change, extentior, of t].me, alteration or addition to the terms of the contract, or to the work to, be performed thereunder. Mi C0300-5 /�FERFOF, tine said Principal and ;)urety have :�ianec and seal ec thlis inf-,trument this _L aay o 19 Principal =urey By Rv Title Title Har?.r ss 1.:7aress rte! The name and address of ti -.e- Resident Agent of Surety is: PRIM 00300-n FCITLI .T. v i' CO C CONDITIO,"S OF TER C-NTRACT Tle "G::_neral Ccrjitio�-;S" of t[iis contract i3 the T ! o. P r`Cumer - F 2 "I, „•~,erica , T-sti _ute �c Archit _ct:� c ",:;.Neral Conditicns of the Contract for Co istruction", thirteenth edition dated Auc;ust 1976, hereinafter referred to as the "A.I.A. general Conditions" will be mace a contract document upon contract execution. 1.02 SU PPLEyErIvTS; The following supplements Modify change, delete from or add to the "General Conditions of the Contract Lor Construction", where any part of the A.I.A. General Conditions is modified, voided, or added by the following supplements the unaltered provisions shall remain in effect. A,STTICLS l - CG,1,`T?A.CT DOCr MENITS 1.3 Ownership and u_ -e of Documents. 1.3.1 Delete entire paragraph, add the following: The contrractor will be furnisheci, free of charge, all drawings and specifications reasonably necessary for the execution of the work not to exceed 25 sets. If the contractor deems it necessary to have additional sets, these i,ay be obtainec, by paying the cost of reproduction thereof. A.11 drawings, specifications and copies thereof furnished by the ,�•, Architect, including those that might be purchased by the contractor, shall remiain the property of the Architect. They are not to be used on any other project and, with the exception of one contract set for each party to the contract, are to be returned to the architect on request at the completion of the work. Add the foilcwino new paragraph: 1.1.5 MTSCFT.hAi�FOJS DEFINI`T'IONS 1.1.5.1 The term "Project-14anual" as used in these Contract Documents includes the Bidring Documents, Conditions of the Contract and the Specifications. 1.1.5.2 The term "Provide" as used in the Contract Documents means to "Furnish and install". 1.2 EXSCUTIOR! COE't�. FLA.TION VIND I 7TIEN19' Add the following new subparagraphs: 1.2.5 The interrelation of the Specifications, the drawings and the scheduler is as follows: The Specifications determine the quality, nature and setting of the n 00700-1 Several mar_erials; the "rawinas estaolish and (.uanti ieS, diriensions and details; and the SCt1eGU1PS UiVe ti -1e location. 1.2.6 Shoul:i Che'drawings disaaree in themselves or with the Sgecificatl.ons the ti_-ettc-_r quality Or greater f'uantity o� the wor or m^aterials shall be estiinateci upon, unless otherwiseOr:.Gr0:1 i:V tn? A.-chit-ect in, Writing' shall ne perf=11ed or_ furni.she_d. Should descrepancies occur, do not prcceed With the work, without clarifiCation from the Arci:itect. ARTICLE, 4 - CO`ITKACTOR 4.5 Warranty Add the following new subparac raph: 4.5.1 New Materials shall not be doubly used, i.e. form m-lateriai that has been for placing of concrete shall not be re -used again in the structure as new material. Add the following paragraph: 4.19 Protection of work. 4.19.1 Whenever any part or all the work is suspended for any reason whatsoever, the contractor shall close up, cover, secure and protect all of the work liable to sustain injury or loss for any cause. A RTICT,S 7 - ISC I,LA 'cOUS PROVISIONS 7.5 Performance Bond and Labor and 'Material Payiaent Bond. 7.5.1 Delete subparagraph 7.5.1 in its entirity and add the following: The general contractor shall, at the time of signing of the contract, furnish a guaranty bone: sinne6 by himself as principal and by an established reputable bonding or insurance company (satisfactory to the Owner) ,s surety. The standard American Institute of Architects form or an approves equal shall be used, in the penal sun of 100` (one -hundred) percent of the contract price, as security for the faithful performance of all work included in the contract. Add the following subparagraph: 7.5.2 The general contractor shall also at the tithe of the signing of the ccntract, furnish a Labor and *material Payment Bond signed by himself as principal and by an an estali7hed reputable bonding or insurance company (satisfatory to the Owner) as surety. The standard American Insitute of Architects fora, or an aonrovea equal shall be use:?, in the penal sum of 100% (one -hundred) percent of the contract price, as security for the faithful 00700-2 .^.a�ii11(�i�t U� ali I Nor anC material worm included in the contract. /.3.3 Bonds shall rerna�n in full force and effect from they J.ate of si nin a the contract until she expiraticn of the one (1) year guarantee referred 'Co in the paragraph 13.2.21 and copies of the same shall he filed with the clerk of the County in which ti -Te Project is to be constructed. 11, "II'ME 8 - TI.mP Add the following new subparagraph: 8.2.3 The time of completion for the entire work shall he the sumer of calendar days stipulated in the contractors Bid Form. 3.3 Delays and extensions of time. 8.3.1 The phrase "Adverse weather conditions not reasonable antici^atea" shall mean adverse weather conditions wrhich prevent i..cr: on project in excess of 30 working days. The contractor shall allow for 30 working days lost time due to adverse weather conditions in calculating his time recuiretrients. ARTICLE 9 - PAYMP"IT & CO,MPLETIOP' Aad the following new subparagraph: 9.3.E Upon ar:pia.tion by the contractor and certification by the Architects, the owner will. make monthly payments to the contractor,. based on the previously approved schedule of prices, of ninety-five (95) percent of the value of labor and materials incorporated in the work and of the actual cost to the contractor. Of all stable materials suitably stored at the site, to and including the last day of the precedig month, as estimated by the r_ontrator, 'Less the aggregate total of the aggregate total of all ;previous payments. A PTICL 11 - I wSQRA `+CE li.l Delete paragraph 11.1 in its entirity. Substitute the following paragraph. 11.1 Builders Risk Insurance. 11.1.1 The contractor shall obtain at his.expense Builder's Risk Insurance against the perils of fire, lightning wind storm, hurricane, hail, explosion, riot, civil commotion, smoke, aircraft, land vehicles, vandalism and malicious mistier, in the amount of insurance equal at all tithes to the insurable value of materials delivered and labor performed. The policy shall be issued Jointly in the names of the contractor, sub- contractors and Owner, as their interests may appear. The policy shall have endorsements as follows: 00700-3 I sL,iti insurance shall be speci�ic as to cover- aae anc: not considers as cor.tri;outing insurance with ani permanent insurance .iiaintai-.eu on the rresent preirises. Loss if any, scall be aC:3us`ablr-� with and c;aVa:)le to the :owner as trustee for wi-om it gray concern. 11.2 Liability and- 4.'crkmen's Compensation Insurance: 11.2.1 The contractor s::all take cut arid. maintain vorkman's Compensation Insurance for all his employees employer in the performance of this contract and shall ta.e out and maintain during the life of this contract, general and automobile liability insurance as will protect dict and anv subcontractor performing work under the contrat for claims for damages, as well as form claims which may arise from operations under this contract whether such operations be by himself.. Any subcontractor or anyone directly or indirectly employed by either of them. Said insurance shall include coverage for contractural libaility as applicable to the con- tractor's obligations under paragra:,i: 4.18 of the "A.I.A. General Conditions". Coverage for the "Completed Operations" hazard shall also be included. The insurance required shall be written for limits or liability not less than.$300,000 each person and $500,000 each occurrence for personal injury, including death, and for not less than $300,000 each occurrence for property damage. Certificates of insurance acceptable to the Owner shall be filed with the Owner nricr to commencement of the work. These certificates shall contain a provision that these coverages will not be cancelled until at least thirty (30) days prior written notice has been given to the Owner. Payment of all social security and unemploy- ment compensation taxes as well as carriage of insurance on his own equipment and tools is the responsi'ality of the contractor. AZTICLE 12 - CF+Aivufi IN T13P i1ORK 12.1 Change Orders. 12.1.4 In the second. sentence "A resonable allowance for overhed and profit" stall mean - The general contractor shall have the ricrht to add not more than fifteen (15%) percent to sub- contrctor's prices for extra work authorized- to uthorizerto be done by the subcontractors. Such percentages shall includle all of the con- tractor's charges for overhead expense as well as profit. A. similar mar;: -up may be added to the general contractor's cost of labor and materials for extra work authorized to be done by his own forces. For work omitted from the contract, deductions from the con- tract price snail be based only on the cost 00700-4 o labor, n1aterials services ecr �.; i�i'1.._ e f f f L i iit f insurance and taxes. aver. eaci expenses and r U= itS On CtT?fitted i'' ef'.'i 6711 i nct be (ieducted. r..in the contract sure. P^ 37 r• 00700-5 SECTION 01080 APPLICABLE CODES PART 1 - GENERAL 1.01 COMPLIANCE WITH CODES AND STANDARDS ADOPTED BY THE CITY OF LUBBOCK, TEXAS. A. Comply with the following and all applicable local codes, standards, rules, and regulations adopted by the City of Lubbock, Texas. B. Uniform Building Code, 1982 Edition, with ammend ments C. Uniform Mechanical Code, 1979 Edition. D. Uniform Plumbing Code, ICBG, 1979 Edition. E. National Fire Code, 1981 Edition. F. National Electrical Code (NEC - NFPA 70 - 1978) National Fire Protection Association (NFPA) G. Copies of each publication may be obtained at the mailing addresses indicated and/or reviewed at the office of the A-E. 1.02 THE WILLIAMS-STEIGER OCCUTATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA), PUBLIC LAW 91-596 (REVISED 1-76) A. Comply also with all applicable portions of: Part 1910 - Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations Part 1926 - Safety and Health Regulations fo Con- struction, Chapter XVII of Title 29, Code of Federal Regulations. B. NOTICE: Protection of life, health, and public wel- fare as it relates to execution of the construct- ion contract is the responsibility of the Contract- or. Neither the Owner nor the A-E will provide observation, inspection, supervision, or any comment on plans, procedures, or actions employed at the ,.., project as they relate to safety of life, health, or public welfare. If conditions imposed by the A-E or Owner which interfere with, or imply actions detri- mental to safety, written notice shall be issued by the Contractor and a decision shall be returned to the Contractor€or action prior to effecting any un- safe condition. 01080-1 In case of conflict between referenced applicable codes , the one having the more stringent require- ments shall govern. Where governing codes indicate that the Drawings or Specifications do not comply with the minimum requirements of the codes, the Contractor shall be responsible for either notifying the A-E in writing of the revisions re- quired to meet any code requirements during the bidding stage, or for providing an installation which will comply with the code reauirements. Drawings and Specifications shall be followed where they are superior to the code requirements. 1.03 GENERAL PREVAILING WAGE RATES FOR THE CITY OF LUBBOCK, TEXAS A. Wage rates for this project shall be not less than w those established by the Lubbock City Council by Resolution 1590, dated February 23, 1984 in accord- ance with the provisions of Vernon's Ann. Civ. St., Art. 5159a. B. Prevailing wage rates are included at the end of this Section and are marked as Exhibits A, B, C, D, and E. '^ PART 2 - PRODUCTS - Not Used PART 3 - EXECUTION - Not Used. END OF SECTION 01080-2 EXHIBIT A Hourly Rate $11.50 8.75 5.00 9.00 4.75 9.50 5.00 8.00 9.50 10.00 5.00 7.00 5.00 8.00 7.50 9.50 5.00 7.25 4.75 6.00 7.75 9.25 6.00 7.00 4.75 8.75 5.50 8.00 City of Lubbock Building Construction Trades Prevailing Rates Craft Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Bricklayer Bricklayer Helper Carpenter Carpenter -Helper Cement Finisher Drywall Hanger Electrician �. Electrician -Helper _ Equipment Operator - Heavy Light Floor Installer Glazier Insulator Insulator -Helper Iron Worker ,.. Laborer, General Motor Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet metal Worker Sheet metal Worker -Helper Welder - Certified EXHIBIT A Hourly Rate $11.50 8.75 5.00 9.00 4.75 9.50 5.00 8.00 9.50 10.00 5.00 7.00 5.00 8.00 7.50 9.50 5.00 7.25 4.75 6.00 7.75 9.25 6.00 7.00 4.75 8.75 5.50 8.00 EXHIBIT B City of Lubbock Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate - Asphalt Heaterman $ 5.00 Asphalt Shoveler 4.25 Concrete Finisher 6.50 Concrete Finisher -Helper 4.75 Electrician 10.00 Form Setter 5.50 Form Setter -Helper 4.50 Laborer, General 4.25 Laborer, Utility 4.75 Mechanic 5.50 .,, Mechanic -Helper 5.00 POWER EQUIPMENT OPERATORS: Asphalt Paving Machine 6.00 Bulldozer 5.25 Concrete Paving Machine 6.00 Front End Loader 5.25 Heavy Equipment 7.00 •, Light Equipment 5.00 Motor Grade Operator 6.00 Roller 5.00 Scraper 5.50 Tractor 5.50 Truck Driver - Light 4.75 Heavv 5.25 EXHIBIT C City of Lubbock Electric Construction Trades Prevailing Wage Rates Craft Hourly Rate Power Line Foreman $10.00 Lineman Journeyman 9.50 Lineman Apprentice Series 8.00 Groundman Series 6.50 1. Overtime Rate - EXHIBIT D The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. 2._ Weekend and Holiday Rate - EXHIBIT E ... The rate for weekend and holiday is 1 1/2 times base rate. SECTION 01100 AL'TERNA.TBS PART 1 GENERAL 1.01 RE?UIREMENTS INCLUDED A. Conveyor Security Doors. 1.02 RELATED REQUIREMENTS A. Bid Documents: Quotation of cost of each Alternate. R. Owner -Contractor Agreement: Alternates accepted by Owner for incorporation into the Work. C. Sections of Specifications identified in each Alternate. 1.03 PROCEDURE'S A. Alternates will be exercised at the option of Owner. B. Coordinate related work and modify surrounding work as required to complete the Work, including changes under each Alternate, when acceptance is designated` in Owner -Contractor Agreement. 1.04 ALTERNATE NO. 1: Section 14540. A. Furnish and install Security Doors at each inbound conveyor (total of four (4)) as specified and indicated on the Drawings. ar, PART 2 PRODUCTS Not Used PART 3 EXECUTION "* Not Used END OF SECTION ems+ SECTION 14540 BAGGAGE CONVEYORS AND DISPENSERS PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install two complete baggage handling systems,each consisting of two baggage dispensers with appropriate conveyors, as specified and indicated on the drawings. Disassemble and remove the existing inbound baggage handling system. B. All work under this contract shall be coordinated with both the Airport Administration and the General Contractor working on the project site. Care shall be taken to insure that safety and sec- .- urity are maintained and to maximize the successful interface of this installation with surrounding construction. C. All equipment shall meet or exceed all requirements as stated in these specifications. Particular attention and care shall be given to the fabrication of all projections, welds, surfaces and transfer points to eliminate potential bag damage. Fasteners shall not be used on any surfaces contacted by baggage. D. Complete shop drawings and technical 'specifications shall be submitted to the owner for review and approval as directed by the owner's representative. These drawings and specifications shall include at a minimum mechanical layouts, including plan views, elevation and cross sections of the baggage handling equipment in relationship to the building, electrical control cabinet, field device locations, and wiring diagrams. E. The system shall be designed so that those parts which require periodic replacement or adjustment will be easily accessible and can be serviced in a minimum amount of time. 1.02 PERFORMANCE TEST A. After installation of the complete system, its operating capabi- lity shall be demonstrated. All "debugging" shall be completed prior to the start of the system's testing. The owner shall provide personnel, baggage, totes, boxes, etc., for testing. �^ The performance test shall be conducted in the presence of the owner's representative for a minimum of eight (8) hours. The performance test shall include: 1. Checkout of the operational safety devices of the system using bags, totes, or boxes. 14540-1 2. Demonstrate the capability to handle the required sizes and weights of baggage through the system without jamming or toppling of baggage. 3. Demonstrate the capability of all conveyors being able to start under full load. 4. Measure all conveyor speeds using a standard device. These measurements shall be taken with the systems in a "no-load" .. condition; i.e., all conveyors in a system running , but without product. Any component not operating within five (5) percent of design speed shall be reworked to bring it to proper speed. During the test period, any deficiencies or variations.in the design, fabrication, or operation causing unsatisfactory perfor- mance shall be corrected to provide satisfactory performance. Manufacturer shall have appropriate service personnel on site during the test period to service or adjust the system's equip- ment as required. A test program for compliance with the above demonstration requi- rement shall be submitted to the owner's representative for - review and approval four to five days prior to operations start- up date for the systems. A failure during any test period shall be defined as any design characteristic or malfunction of the furnished equipment or materials that damage baggage or reduce any operating rate below those specified. Conditions resulting from improper loading of baggage or loading baggage of sizes not included in the specifi- cation requirements shall not be considered as a failure. 1.03 ACCEPTANCE A. After completion of the system performance tests, an acceptance inspection shall be made by theowner's representative and a representative of the manufacturer. The purpose of this inspec- tion shall be to determine that the conveyor systems have been furnished and installed as specified. Within one week after the completion of the inspection, the owner shall notify the manufac- turer in writing of their acceptance or non-acceptance of the conveyor system. If the system is -;non -acceptable for reasons of noncompliance to the drawings and specifications, the owner shall receive immediate corrective action within the construction schedule. A final acceptance inspection shall be held to determine that all corrections have been made. ,.� 14540-2 Even though the equipment shall be inspected and accepted for warranty purposes, the acceptance date shall not occur before all contractual obligations are completed, including delivery ,. of all."as-built" drawings, maintenance, operations and spare parts manuals, and all punch list items have been completed. 1.04 OPERATION AND MAINTENANCE MANUALS A. Engraved plastic plate designations of switches, controls, panels, etc., shall be shown on the drawings for review by the owner. B. The required number of Operation and Maintenance Manuals shall be provided for the system; drafts of the manuals shall be submitted not more than 60 days prior to the start-up of the system, depending on lead time. Manuals shall be presented to the owner on the date of the start of the pre -acceptance testing period. The manual shall be updated by supplement to reflect any,/field changes, equipment changes due to warranty changes, etc., that are made during the warranty period of the system so that the manuals will reflect "as -built" information. In addition to the above, the Operations section of the manual shall include the following: 1. Complete listing of electrical graphic symbols and reference designations per ANSI/IEEE standards for all electrical equipment components contained in the system. 2. Pushbutton, photoeye, limit switch, etc., summary, location, units controlled, and function. 3. Normal system start-up and shut -down procedures of the conveyor system. 4. Detailed description of operation and troubleshooting of the conveyor system. The Operation and Maintenance manuals shall fully cover app- ropriate safety measures, precautions, and instructions to be followed before, during and after making repairs, adjustments, clearing jams, or performing routine maintenance, which shall conform to all established Federal, State and local safety laws and reo ulations. 14540-3 wpm E, C. Operation and Maintenance Training 1. It is understood that the times and durations of the classes may involve irregular hours in order to provide training of operation and maintenance personnel on different shifts. 2. The training classes shall be provided prior to the opera- tions start-up of the systems. 3. Operations training sessions shall cover operation functions „ of the system and all related sections of the operations manual. 4. Maintenance training sessions shall include "classroom” and " "hands-on" type programs. "Hands-on type training includes actual troubleshooting adjustments of equipment, component removal, etc. 5. The duration of the above training sessions may vary with the proficiency of the personnel being trained, but the prime ob- jective of all classes shall be to thoroughly acquaint the necessary personnel with the operation and maintenance of the equipment. 1.05 WARRANTY A. The contractor shall guarantee that the material and workmanship of the equipment installed by him under these specifications will be as specified in every respect, and that he will replace, F.O.B. jobsite, any material of his manufacture with defects not due to ordinary wear and tear or,improper use which may develop within one year from date the owner accepts the installation or upon effective utilization, whichever occurs first. 1.06 SPARE PARTS LIST A. A recommended spare parts list shall be provided based on the final design of the system. 1.07 AS BUILT DRAWINGS A. At the conclusion of the contract work, the owner shall be pro- vided with two (2) complete sets of as -built drawings. 1.08 INCONSISTENCY A. The manufacturer shall be responsible for notifying the owner for resolution of any inconsistencies in the contract documents. 1.09 CONSTRUCTION SCHEDULE """' A. The work shall be started and completed in the time shown on the construction schedule and as directed by the owner's field engineer. This schedule shall be coordinated with building construction work in progress. 14540-4 MR Mm 1.09 B. The order of work shall be in accordance with the following basic schedule This schedule assumes issuance of a Notice to Proceed between 9/15/85 and 9/30/85. The schedule dates shall be considered as NLT dates and every effort shall be made to complete the phases of work accordingly: Item To be Completed NLT 1. Installation of east system 3/1/86 2. Removal of existing units 3/15/86 (See 3.02, Page 14540-21) 3. Installation of south system 4/30/86 1.10 BUILDING CODES A. All equipment and installation shall comply with the current edition of the National Electric Codes, NEMA standards, and local building codes currently in force for the installation site. 1.11 SAFETY A. All equipment and installation shall conform with the current_ standards and interpretations of the Williams -Steiger Occupa- tional Safety and Health Act fo 1970, Public Law 91-596, and ANSI Standards #B20-1-1976. B. In addition, all motors shall be provided with safety disconnect switches tp permit shutting off the motor power circuits. Switches shall be equipped with a "locking out" feature in off position. C. The following additional safety features shall be incorporated into the system: 1. All control methods, circuitry, mechanical equipment and operating procedures shall consider the safety of the public in addition to that of operation and maintenance personnel. System design shall also minimize possible damage to equip- ment and baggage being handled. If a conflict should arise between safety to people or equipment, safety to people shall take precedence. 2. Whenever an unsafe condition could develop from an equipment failure on a procedural error, fail-safe techniques shall be used to prevent the occurrence of the unsafe conditions. 3. Public unattended control stations shall be protected to prevent operation by unauthorized persons. 4. Equipment shall be free of sharp edges and mechanisms which could catch limbs and/or clothing. 14540-5 5. Operating personnel systems operations controls shall be convenient, clearly identified, simple, and safe to use. Possible errors shall be minimized. Emergency stops shall be provided. 6. Protection against falling baggage shall be provided over moving mechanisms which could catch limbs and/or clothing or personnel performing maintenance duties; i.e., chain .�, and belt guards. PART 2 PRODUCTS 2.01 LOAD AND TRANSPORT CONVEYORS A. General Structural plates shall conform to ASTM A-36. Hot rolled sheets and coils shall conform to ASTM A-569. Structural steel shapes shall conform to ASTM A-36. All welding electrodes shall conform to AWS A-5.2. The standard code for arc and gas welding in building construction will be used as a guide to general procedure, and qualification of welders. Fasteners will conform to ASTM A-307 Class 2A thread fit for bolts and Class 2B thread for nuts. All fasteners are to be zinc plated or equivalent. All fasteners will be locked with locknuts or lockwashers. Steel used in the fabrication of the equipment will be clean and free from rust,rust pits, kinks, and sharp bends. The forming of material will be accomplished by methods that will .._ not fracture or otherwise damage the metal. Burrs, sharp edges, and sharp corners will be removed. All parts will be formed and cut properly to assure uniformity. All joints will be smooth and all corners rounded. Holes for photocell beams will be punched, not burned in metal side guards and will be free of any sharp edges or burrs. Sharp corners: Unguarded, exposed sharp corners, edges of items such as, but not limited to, support legs, braces and trim, will be well rounded, or removed to prevent injury to employees or damage to their clothing. B. Belting Approved manufacturers: Goodyear, Georgia Duck, Tontex, Uniroyal Boston or approved equal. 1. Belting for all level conveyors in public view shall meet the following specifications: Overall thickness - 5/32" (2 ply) Covers - 1/32" x friction surface Color - Black Carcass - Polyester ►^ Recommended workload - 150 lbs. per inch of width Breaking point - 1500 lbs. per inch of width 14540-6 P., 14540-7 2. Belting for all level conveyors not in public view shall meet the following specifications: Overall thickness - 9/64" (2 ply) Covers - Bare x bare Color - Tan or black Carcass - Polyester Recommended workload - 225 lbs, per inch of width ... Breaking point - 2250 lbs, per inch of width 3. Belting for all incline and decline conveyors over 8° shall meet the following specifications: Overall thickness - 9/32" Covers - Rough top x bare Color _ Black Carcass - Polyester Recommended workload - 150 lbs. per inch of width w Breaking point - 1500 lbs. per inch of width 4. Belting for merge conveyors shall meet the following specifications: Overall thickness - 1/8" Covers - Hardwoven nylon x;:friction surface Color - Tan Carcass - 50/50 cotton -polyester Recommended workload - 80 lbs. per inch of width Breaking point - 800 lbs. per inch of width 5. All merge conveyors and conveyors less than 5 ft. long shall have "B" section V -belts molded to the underside of the belting fdr positive tracking. 6. Belt lacing shall be of appropriate size for the application with "Clipper" #2 as a minimum size. C. Conveyor Beds 1. The conveyor frame shall be capable of, supporting a static uniformly distributed load of 25 pounds per square foot with supports on 10 foot centers , with deflection not to exceed 1/16" total. 2. Conveyor framework shall be steel. Conveyor slider bed will be minimum of #11 gauge steel, and present a smooth and ^* level surface for even movement of baggage and long belt wear. 14540-7 3. Sturdy slider bed construction will be required, consisting of a strong and well -braced frame of 5-1/2" * x 1-1/2" x #11 gauge formed channel frame rails with cross braces on a maximum of 3'-4" centers on transport lines and 2'-6 centers on the loading belts. Slider bed cross bracing reinforcements shall be 1-1/2" x 1-1/2" x 3/16" angle. Butt coupling joints shall be provided. * In certain cases a 3-1/2" deep frame may be used to maintain required clearances. D. Side Guards 1. The belt side of the slider bed shall be unpainted. All struc- tural parts, except those surfaces coated with a galvanized coating, and those that would normally be unpainted (such as rollers, shafts, sprockets, bearings, chains, nameplates, etc.) will be painted with one shop coat of standard machinery rust inhibitive paint, including all support structure. 14540-8 6000 1. Vertical side guards for conveyors not in public view shall be formed channel 21" high x #14 guage galvanized steel with upright bracing (1-1/4" x 1-1/4" x 3/16" vertical angle stiffeners) on a maximum of 3'-4" centers on transport lines and 2'-6" centers on the loading belts. Guards for conveyors in public view shall be formed channel, 21" high x #12 guage type 304 stainless steel with a horizontal #4 brushed finish. Unless otherwise noted, guards will be required on both sides except where baggage is being loaded or unloaded at which point only one guard shall be required. All joints are to be epoxied after installation for smooth, snag -free surface. 2. Distance between side guards will be 3" greater than the belt width. Side guard joints will be bolted, with butt couplings. Welded joints and or strap couplings will not be acceptable. All joints, except at powered turn vertical guards, shall be epoxied after installation for a smooth, snag -free surface. (This includes the joints between the side (guards and the bed sections as well.) 3. Guards adjacent to power turns will be in alignment with the effective belt width of the turn to prevent interference with baggage movement. The side guards of power turns will not be welded to adjacent straight conveyor side guards. No mechan- ical or electrical equipment will be mounted on the outside radius or side guard of power turns. side guards will provide a continous uninterrupted surface the entire length and height of the joints. E. Finishes 1. The belt side of the slider bed shall be unpainted. All struc- tural parts, except those surfaces coated with a galvanized coating, and those that would normally be unpainted (such as rollers, shafts, sprockets, bearings, chains, nameplates, etc.) will be painted with one shop coat of standard machinery rust inhibitive paint, including all support structure. 14540-8 6000 sin 2. All surfaces to be painted will be thoroughly cleaned of rust, scale, oil, grease, grit, welding flash, and all other forms of dirt detrimental to good painting practices. After instar i llation, all scuffed or otherwise marred surfaces will be cleaned, and a touch-up coating of paint applied. 3. Shrouding shall be provided for conveyor equipment located in public areas (such as conveyors/devices for loading of baggage - or for claiming of baggage, etc.). The shrouding will be formed stainless steel sheet (#12 guage) type 304 with horizontal #4 brushed finish. All connections will be smooth and flush without openings or projections on which bag tags, straps, etc., may catch. 4. All flat head screws used to attach the stainless steel shrouding, K such as the horizontal portions attached to the conveyor bed, will be completely countersunk so that no portion of the screw head is above the adjacent surface. Grinding or filing of the screws heads shall not be done. 5. Field welding of any stainless steel trim element shall not be done. Additionally, no blemishes of the stainless steel trim elements shall be accepted. This includes those caused by poor _ manufacturing practices as well as those caused in the field plus those caused by field attempts to remove any blemish. F. Supports A. 1. Hanger type supports will be adjustable and of 3/4" diameter threaded rod. Cross sills shall be properly sized angle, channel or pipe. Hangers will be adequately sway braced laterally and/or longitudinally as required to provide a rigid installation. Maximum hanger support centers will not exceed ten (10) foot centers on all transport conveyors. 2. Floor supports shall be adjustable and formed of a minimum 11 guage steel. Supports at load conveyors shall be placed at a maximum of five (5) foot centers and a maximum of ten (10) foot centers on all transport conveyors. G. Pulleys/Shafts 1. The maximum shaft run -out of all assembled pulleys, shafts and bearings under a no-load condition, measured from the centerline of the bearing to the end of the shaft farthest from the con- veyor shall not exceed .0075" per inch. Maximum pulley shell run -out shall not exceed .060". 2. All shafts shall be designed to CEMA Standard No. 402-1978. 14540-9 W H. Head & Tail Pulleys 1. Head and tail pulleys shall be steel, crown faced, equipped with compression type hubs and 1-7/16" minimum diameter AISI 1045 TG & P shafts mounted in eccentric locking type precision and ground flange type ball bearing units. All head and tail pulleys will be 6" diameter minimum x #10 gauge wall. Pulleys shall be of a single piece electric weld steel construction and have steel end discs attached to the rim by continuous welding. Slider beds shall be arranged to keep the gap between the end section and the end pulley to a minimum. Gap between adjacent end pulleys will not exceed 1" with 1/2" as the design objective. All head and tail pulleys used for belt tracking will be equipped with jacking bolts to provide a total combined adjustment of 1-1/2" per con- veyor. Jacking bolts are to be equipped with jam nuts to prevent hacking bolts from loosening. I. Power Pulleys 1. Intermediate Drives All power pulleys for intermediate type drives will be lagged with a minimum 3/8" thick vulcanized lagging of 50-60 durometer and be crown faced and equipped with compression type hubs with 1-7/16" minimum diameter AIAI 1045 TG & P shafts mounted in eccentric locking type precision and ground flange type ball bearings units. Minimum acceptable belt wrap on drive pulleys shall be 210 degrees. Pulleys and shaft sizes are determined by maximum belt pull, and there are three classes, as follows: a. Normal Duty (750 lb. maximum belt pull) - Consists of an 8-3/4" minimum diameter drive pulley with a 1-11/16" minimum diameter shaft. Roller chain, if used, will not be less than RC -60. b. Intermediate Duty (1,000 lb. maximum belt pull)- consists of a 10-3/4" diameter drive pullev with a 1-15/16" minimum diameter shaft. Roller chain, if used, will not -be less than RC -60. c. Heavy Duty (1,250 lb. maximum belt pull) - Consists of a 12-3/4" minimum diameter drive pulley with a 2-3/16" minimum diameter shaft. Roller chain, if used, will not be less than RC -80. 2. End Drives Power pulleys for end -type drives or power take -offs will be Tagged with a minimum 3/8" thick vulcanized' lagging of 50 -60 14540-10 durometer, and be 6" diameter (minimum) crown faced and equipped with compression type hubs with 1-7/16" minimum diameter CRS shafts mounted in eccentric locking type precision and ground flange ball bearing units. End -type drive units will not be used for conveyors exceeding 20 feet in length. J. Take -Up Pulleys/Snub Pulleys 1. All take-up pulleys shall be minimum of 4" diameter, crown faced, and equipped with compression type hubs with 1-3/16" minimum diameter CRS shafts mounted in eccentric locking type precision and ground flange type ball bearing units. Pulleys will be mounted on threaded, take-up devices with a minimum of 6" adjustment. All conveyors shall be provided with take-ups for field adjustment of a minimum of 2% of the conveyor bed length. 2. All conveyors over 75 feet and subject to direct weather exposure (without canopy or cover), or located in an inaccessible location shall be equipped with automatic take-ups. 3. All snub pulleys shall be 4" diameter equipped with fixed (welded) 1-3/16" minimum diameter CRS shaft mounted in eccentric locking type precision and ground flange type ball bearing units. All snub pulleys used for belt tracking will be equipped with jacking bolts to facilitate adjustment. K. Belt Return Rollers 1. Return rollers shall be a minimum of 2-1/2" diameter, 11 gauge steel equipped with an 11/16" hex axle, and sealed, permanently lubricated caged ball, semi -precision type ball bearings. Return rollers shall be located on centers not to exceed ten (10) feet with spacing being reduced in ureas where belting may drag against the floor or conveyor structure. L. Vertical Bends 1. Vertical bends shall be of the curved slider bed design and fabricated from a minimum of #11 gauge sheet metal. Minimum belt radius shall be 4'-0". Each bend shall be equipped with a return roller. Maximum acceptable bend shall be 220 with 180 as the design objective. 14540-11 P" ZZ M. Powered Turns 1. All powered turns shall be as manufactured by Portec, Inc. Unless otherwise noted, "B" radius curves will be used at ticket counters and "C" radius elsewhere. The belt speed as measured on the centerline of the belt width shall match the speeds of the adjacent conveyors within 5%, except in certain cases where .conveyor speeds must be progressively increased to meet bag travel time requirements. Side guards for turns shall be in alignment with the adjacent straight conveyor side guards. The angle -iron frame supporting the outside guard shall be fabricated in two sections on turns greater than 90 degrees, for quick removal for repairs and maintenance. Belting and drive components for power turns will be as supplied by Portec, Inc. N. Bearings 1. All bearings shall be greaseable, self -aligning, anti -friction, pre -lubricated and sealed with labyrinth shields and equipped with eccentric locking collars. Bearings shall be mounted on the outside df the conveyor framds unles's clearance restric- tions prohibit. All bearings will be provided with alemite lubrication fittings 2. Bearings shall have a minimum B-10 life of 30,000 hours based on service and loading of conveyors and on the manufacturer's published data showing the load rating of each bearing.. 3. All bearings shall be Dodge, SKF, Fafnir, FMC, or approved equal, except on return rollers. Bearing calculations shall be furnished with the approval drawings if requested: 0. Conveyor Drives 1. The conveyors shall be driven by motors that conform to AIEE and NEMA standards. These motors will be equipped with two - groove minimum, compression type hub, V -Belt sheaves connected to Dodge "TDT" shaft -mounted, taper -bush type, double reduction, speed reducers, or approved equal. Reducers shall be sized for Class II application minimum. Motors shall be sized for maximum load and belt speed requirements under continuous operations (minimum 1 HP ) and capable of withstanding shock caused by frequent starting and stopping under load where -applicable. Motors shall be of the constant speed (1800 RPM) , continuous service, ball bearing type with Class "B" insulation. All motors will be NEMA "B", TEFC, "T -frame" based and provided with thermal overload protection. All motors shall be Baldor, or equal, and of the high -efficiency low-energy type. 14540-12 2. Electric brakes shall be provided on all incline and decline conveyors to prevent coasting. (Electric brakes will not be required on decline conveyors feeding an inclined plate device.) r" On all belts with frequent Start/Stop operation, such as in- dexing belts, motors will be continuous -running NEMA "B" design - coupled with a Warner electro -magnetic clutch and/or clutch/ brake arrangement. 3. Drip pans will be provided on all drives. Drip pans shall be constructed out of minimum 14 gauge steel, and appropriately mounted for the actual application. Such mounting will not impact maintenance access. P. Conveyor Equipment Identification 1. Each conveyor section installed shall be permanently and indel- ibly marked with its respective number as shown on the approval drawings. Each conveyor number shall be carefully and neatly painted or stenciled in a contrasting color, 4" in height in a conspicuous location near the conveyor drive. Temporary markings on the conveyors or other equipment shall be made with a medium which is readily removable with water or a readily available commercial solvent, such that they may be - removed without requiring any refinishing of the surface on which they appear. (�. Belt Protection/Enclosures/ Safety Guarding 1. Mild steel protection guards will be provided and installed under all conveyors at points where conveyors incline or decline from thb_floor to a point 7'-6" above the floor and as may be shown on drawings. The guards extend to the floor, and are constructed in panels, with angle or channel frames where required to make them easily removable. (Type of material used will be in accordance with local_ codes). 2. All exposed moving parts of conveyors such as, but not ^� limited to, pulleys, rollers, lower or return belts, shafts with projecting set screws and couplings 7'-6" or less above the floor, work platform and stairways will be effectively guarded. The guards will be made of sheet metal not less than 14 gauge. In addition to the above requirements, all hazards within 3'-0" of either side of stairways, measured from the stair treads to a point 3'-0" above the handrails, will be effectively guarded. 14540-13 r, 3. Guarding shall be provided for drive chains or V -belts. Such guarding shall be of a two piece construction fabricated out of a minimum of 1/2" x 13-15 flattened expanded metal, designed for chain or V -belt inspection without requiring the removal of the guard. Design of the guarding and its installation will not restrict normal maintenance access. Fasteners used for the joining of the two sections shall be quick release -quarter turn type. Standard bolts and nuts shall not be used. .� R. Merge Conveyors 1. The merge unit shall consist of a level belt conveyor with a deflective guard positioned to funnel the discharge from the secondary feed conveyor onto another conveyor 2. The deflecting guard shall be installed to provide a tapered gap between the bottom edge of the guard in relationship to the merge unit conveyor belt surface. This gap should be no greater than 3/4" at the charge and 1-1/4" at the discharge end of the merge unit. 3. The deflecting guard will be non -powered. The maximum deflecting guard angle shall be 15 degrees from the centerline of the conveyor or sort device onto which baggage is merged. The deflecting guard will be designed to be removable in case of a jam within a minimum amount of time. 4. The design, fabrication and installation of the merge deflector will be so as to ensure that the deflector is well braced so that it cannot be deformed by normal forces placed against it during the baggage merging function. 5. A 3-1/2" high x 1" wide rub rail shall be mounted to the bottom deflecting surface of the guard, to eliminate bag toppling potential. The deflecting surface of the guard and rub rail will be polished steel. No material or coating will be applied to this surface. 6. Belting for merge conveyors shall haute_molded V -belt guides for positive belt tracking. S. Catwalk/ Runways 1. Access ladders and runways will be provided where shown on drawings and constructed with a walking surface of #18 gauge - 9" web 2-1/2" flange, male and female rib interlock grating as manufactured by United McGill Corp., Columbus, Ohio, or approved equal. Minimum runway width will be nominally 27" with a 9" gap between the runway and the conveyor, unless otherwise specified. "` 14540-14 ow+ 2. Level runways shall have a smooth surface. Inclined runways of 8 degrees or greater, will be equipped with an anti-skid walking surface. Handrails will be installed on all platforms and runways except where adjacent to conveyors. Platforms and runways will have 4" high toeboards except at entrance and exit points. All platforms, runways and ladders will comply with OSHA standards. T. Draft Curtains 1. Each conveyor (total of four (4)) shall have a draft curtain - installed near the termination of the conveyor at the baggage dispensing unit. 2. The draft curtains shall be located at the position most effective for helping to control air drafts from the lower level. 3. The draft curtains shall be "NIECO" draft curtains as manufactured by NIECOR. .�, U. Conveyor Security Doors - Note: This item is to be bid as an Alternate. Refer to Section 01100. 1. Each conveyor (total of four (4)) shall have an overhead coiling security door as manufactured by Overhead Door Corporation, Dallas, Texas, Model FN -1. 2. The security door shall.be located at the penetration by the conveyor of the main level floor. 3. Suitable security panels shall be installed as necessary to complete an effective security barrier at the door location. These panels must close off any open areas between the conveyor, the security door and the adjacent structure or deck. 4. The door shall be motor operated with controls interconnected with the conveyor controls. 5. The approximate locations and configurations are indicated on the drawings. 2.02 BAGGAGE DISPENSING UNIT A. General 1. The unit shall be a closed-loop inclined plate device con- structed of articulating contoured pallets, or flights, forming a continuous, rotating, sloped surface. The unit shall receive baggage automatically from a belt feed con- veyor at a point on its inside rim as shown on the drawings. The unit shall be designed to the following general spec- ifications. Width of conveying surface .60" Slope of conveying surface .200 Pallet material •.Stainless steel Load capacity .••••.•• .�. /f 200 lbs t. Conveying speed . . . . . . . .. . . . .. . . 90 FPM Support wheels . . . . . . . . . . . . . . . Rubber Bumper . . . . . . . . . . . . 50-60 Duro rubber Finish trim (claim unit) . . . . . . . Stainless steel Finish trim (make-up unit) . . . . . . . . .Steel (black) Horsepower requirements As required Weight of unit (per lineal foot)•. .Approx. 120 lbs. B. Pallet Assembly 1. Each pallet assembly shall consist of a structural steel ►. support assembly with an upper and lower support wheel and a pallet. Each module shall be connected at its lower end to a continuous drive linkage. Upper and lower support wheels shall have rubber treads for quiet oper- ation of the device. Pallets shall be 12 gauge stain- less steel. _ PM C. Bumper Assembly 1. The lower end of the sloped pallets shall be equipped with �.. three tiers of. 60 durometer rubber bumpers. These bumpers shall completely enclose the lower periphery of the unit and act as baggage bumpers and confining rail. D. Frame and Track 1. The frame shall consist of standard modular assemblies bolted together to form a support structure and guide for the pallet assemblies. The track shall be of rolled or formed structural steel . Structural supports for the ,�, tracks are to be spaced on a maximum of 5 ft_. centers. 14540-17 E. Finish Trim 1. For installation in claim areas, outer peripheral guards and trim strips shall be type 302 stainless steel with #4 finish, #8 gauge top trim and #11 gauge side trim. For all other installations in non-public areas, outer peripheral guards and trim strips shall be steel, #8 gauge HRS top trim and #11 gauge GRS side trim, finished in wear and rust -resistant flat black paint. A 3" high toe space shall be provided at the base of the peripheral guards. A toe space kick plate shall be painted black on - claim units. F. Drive Assembly 1. Motive power shall be provided through a single motor and speed reducer mounted in the drive unit frame. The motor used to drive the unit shall conform to AIEE and NEMA standards. Two -groove V -belt sheaves shall be used to connect the motor tb the reducer. The speed reducer shall drive an endless chain assembly equipped with twelve heat- r. treated steel dogs which will engage the roller pins in the conveyor linkage chain to move the conveyor. The drive chain shall be guided and supported by three chain guides. Adjustment means shall be provided for proper lug -to -roller engagement to compensate for initial chain break-in and normal wear. G. Unit Mounting 1. The complete unit shall be mounted above the floor and rest on leveling screws and pads, fitted with rubber floor contact surface. Anchor bolts shall be utilized where required. H. Unit Operation 1. Normal operating speed shall be 90 feet per minute in a counter -clock -wise or clockwise direction of travel. Cushioned starting shall be furnished by use of a reactor which is bypassed after three seconds to allow the unit to operate at full voltage and normal operating speed. 2. When the unit is to be used in conjuction with feed -on _ belt conveyors, operation and controls of the unit shall be part of and integrated with those of the belt system, to obtain proper coordination. 14540-17 PART 3 EXECUTION 3.01 DESIGN CRITERIA s A. Luggage Size 1. The system is designed to handle baggage sizes as follows: Normal Items which can be processed by the equipment without special handling. Oversize Items such as animal cages, map cases, golf bags, skis, duffle bags, etc., which cannot be handled by the equipment and must be manually transported. Fragile/ Odd Size Items such as garment bags, hat boxes, bowling balls, shopping bags, etc., which when in tote trays can be processed as normal baggage POW 2. The following defines the physical characteristics of normal baggage to be used in the design of the new system. �,. Maximum Minimum Length 3611 1211 Width 24" 3" Height 30.1 311 Weight (lbs.) 100 lbs. 5 lbs. Note: For the purposes of rate testing, the average bag length will be considered to be 30". Live Load 1. All conveyors shall be designed to support and move a minimum live load of 40 pounds per lineal foot, with a maximum load of 100 pounds per bag. All conveyors shall be capable of starting under full load conditions. C. Clearances 1. Wherever possible, a minimum of 30" clearance from the conveying surface to the underside et any building members or utilities will be maintained. The contractor shall conduct a field survey of all conveyor paths prior to the submission of shop drawings. 14540-18 D. Friction Co -Efficient 1. A minimum of a 250 friction co -efficient between the belt and slider bed will be used in calculating horsepower. E. Service ^° 1. All equipment provided under this contract shall be heavy- duty and proven capable of operating 20 hours per day, 365 days per year continuous service. F. Vibration Limits 1. All equipment provided under this contract shall not produce or induce any vibrations into the building that will be injur- ious to the system o►* structure. 2. Vibration isolators will be provided for all ceiling hung conveyors if necessary to meet this requirement. G. Noise Limits 1. The equipment's design will not generate noise which would be annoying or harmful to passengers and/or employees, both in the public areas and the baggage make-up areas. 2. The requirements defined within this section are based upon measurements indicating an ambient noise level of 50 DB in public areas and the baggage make-up areas. 3. The baggage handling system(s) equipment shall not increase the ambient noise level by more than 15 DB. 4. In no case will total noise levels exceed 70 DB above the �^ frequency of 4000 CPS or below 100 CPS. 5. (Due to the physical installation of related other equipment in the area a harmonic condition may occur that would result in a cumulative noise level.) Testing will be done as follows: a. The baggage handling system equipment shall be turned off. _ b. All other equipment (i.e., air conditioning and heating equipment) shall be on and outside noise sources shall be normal (aircraft and mobile ground equipment operating). c. Noise level readings shall be taken throughout a zone five feet above the floor using a standard ASA sound level meter set to the "A" weighted network. 6. After the ambient noise level has been determined, by a., b. and c., the baggage handling system(s) equipment shall be turned on and the total noise level shall be measured at the same points throughout the zone that the ambient levels were measured. 4 H. Compatibility & Versatility 1. Due to the fact that maintainability and equipment standard= ization influence the total cost of equipment ownership, the following items shall be taken into consideration in the equipment design. 2. Drive packages as well as other components shall be standard= ized as much as possible to provide maximum interchangeability of components and to reduce the number of spares that must be carried by the station. 3. The design, construction and installation of the equipment shall provide maximum accessibility and convenience for all maintenance and operating requirements. 4. The equipment shall provide maximum accessibility for the repair or replacement of parts, or assemblies in lieu of parts, or other removable and replaceable equipment items without having to move, remove, or dismantle associated equipment, other equipment, or structural items in the area. z 5. Lubrication fittings, lubrication manifolds, electrical controls shall be located wherever possible with maximum access as a prime design objective. In areas where there are catwalks, drives, disconnect switches, control switches, jam detectors, etc., shall be mounted so that they are accessible from the catwalk. 6. Guards, covers, etc., shall be equipped with quick removal fasteners such as Dzus or Camloc, and/or hinges in areas where jams may occur or maintenance access is limited. I. Radio Interference 1. The equipment shall not cause interference with communications within the airport or between the airport and aircraft or ground vehicles. 2. All electrical and electronic equipment, including inter- connecting wires and cables shall be designed to operate without interruption in the presence of normal electro- magnetic emissions generated by other equipment installed or used at the airport. The normal airport environments will incluce various electrical motors and controls, power tools (incTu'ding welders ), automotive vehicles, etc., 3.02 REMOVAL OF EXISTING SYSTEM A. Included in the work is the disassembly and removal from the site of the existing inbound baggage handling system. This system consists of two (2) 30 ft. dia. carrousal units and related conveyors feeding from the next lower level. B. All portions of the existing system are to be removed. This includes but is not limited to: conveyors, dispensers, frames, braces, supports, anchorage devices, controls, electrical conduit and wiring (remove to the disconnect) and all other items which comprise the existing system. C. The existing system shall become the property of the contractor and shall be totally removed from the owner's property. D. Salvage value, if any, shall be determined by the contractor and ` will be reflected in his lump sum bid. f E. Operation of the existing system shall not be interrupted until the new east system has been tested, accepted, and is totally operational. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.