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Home My WebLink AboutResolution - 2002-R0276 - Contract For Water Department Inventory - Western Industrial Supply, LLC - 07_11_2002Resolution No. 2002-RO276 July 11, 2002 Item No. 31 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, a Contract for Primary Vendor for Water Department inventory, by and between the City of Lubbock and Western Industrial Supply, LLC of Lubbock, Texas, and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this IIth day of July , 2002. MARC MCDOUZAL, MAYOR ATTEST: -(f� cra�' Rebe ca Garza, City Secretary APPROVED AS TO CONTENT: Victor Kilman rchasing Manager APPROVED AS TO FORM: William de Haas Contract Manager/Attorney gs/ccdocs&/cityatt/Contract-Western Industrial Supply.res July 3, 2002 Resolution No. 2002-RO276 July 11, 2002 Item No. 31 PRIMARY VENDOR CONTRACT STATE OF TEXAS § COUNTY OF LUBBOCK § This contract, (the "Contract"), effective as of July 11, 2002, (the "Effective Date"), is by and between the City of Lubbock, (the "City"), a Texas Home Rule Municipal Corporation, and Western Industrial Supply, LLC., a Texas corporation, whose principal place of business is located at 2406 Erskine, Lubbock, Texas (the "Contractor"). WITNESSETH WHEREAS, the City requires a contractor to procure, warehouse, and deliver, on request, repair parts for the City Water Department, and WHEREAS, the Contractor is qualified and willing to procure, warehouse, and deliver, on request, repair parts for the City Water Department, and WHEREAS, the City desires to contract with Contractor to provide the service, and NOW THEREFORE, for and in consideration of the terms, covenants and conditions set forth in this Contract, the City and Contractor hereby agree as follows: ARTICLE I ITEM The term of this Contract commences on the Effective Date and continues without interruption for a term of one (1) year from and after the Effective Date. The term may be extended for two (2) additional one (1) year terms with the written consent of both parties. ARTICLE II COMPENSATION Contractor shall be paid in accordance with their bid submitted on March 21, 2002 for ITB #035-01/DC. ITB t1035-0210C, Primary Vendor Contract for Water Department Inventory ARTICLE III TERMINATION A. General. City may terminate contract, for any reason, upon ninety- (90) days written notice to Contractor. B. Termination and remedies. In the event the Contractor breaches any term and/or provision of this Contract the City shall be entitled to exercise any right or remedy available to it at law or equity, including without limitation, immediate termination of this Contract and assertion of action for damages and/or injunctive relief. The exercise of any right or remedy shall not preclude the concurrent or subsequent exercise of any other right or remedy and all other rights and remedies shall be cumulative. ARTICLE IV REPRESENTATIONS AND WARRANTIES A. Existence. Contractor is a corporation duly organized, validly existing, and in good standing under the laws of the State of Texas and is qualified to carry on its business in the State of Texas. B. Corporate Power. Contractor has the corporate power to enter into and perform this Contract and all other activities contemplated hereby. C. Authorization. Execution, delivery, and performance of this Contract and the activities contemplated hereby have been duly and validly authorized by all the requisite corporate action on the part of the Contractor. This Contract constitutes legal, valid, and binding obligations of the Contractor and is enforceable in accordance with the terms thereof. D. Contractor. Contractor maintains a professional staff and employs, as needed, other qualified specialists experienced in procuring, warehousing, and delivering repair parts, and are familiar with all laws, rules, and regulations, both state and federal, including, without limitation the applicable laws, regarding the activities contemplated hereby. E. Performance. Contractor will and shall conduct all activities contemplated by this Contract in a good and workmanlike manner, and comply with all laws, rules, and regulations, both state and federal, relating to procuring, warehousing, and delivering repair parts, as contemplated hereby. If any of the activities of the Contractor, or omissions of the activities required herein, shall cause, in whole or in part, liability or loss on the part of the City, it shall be deemed that the Contractor did not perform said activities (or omitted the performance of said activities) in a good and workmanlike manner. 02-035[DC.doc 14 rB #035-021DC, Primary Vendor Contract for Water Department Inventory ARTICLE V SCOPE OF WORK A. General. Contractor shall procure, warehouse, and deliver to the City of Lubbock Central Warehouse all items listed in Exhibit A, attached hereto, on an as needed basis all repair parts for the City's Water Department on request. B. Out of stock items. In the event the Contractor cannot supply the City regularly stocked products within twenty-four (24) hours, Contractor shall give immediate notice to the City of Lubbock Purchasing Manager and City may obtain the product from another source. The Contractor will be charged the difference in price between the price paid by the City and the Contract price, plus freight, if any. The City will not charge the Contractor for items purchased from other sources when the outage is caused by nationwide outages or manufacturer recalls. C. Quantities. The Contractor shall maintain all items listed in Exhibit A at a minimum fill rate of 99%. Acceptance of alternate items or products by City will not constitute compliance with the minimum fill rate requirement, with the exception of the product manufacturer's inability to fill an order. D. Minimum quantities requested by City. The Contractor agrees that the City has made no representation, guaranty, or commitment that the City will purchase any minimum quantity of products under this Contract. The Contractor further agrees that any inventories, residual or otherwise, which the Contractor may establish or which may otherwise arise from the Contractor's performance under this Contract, shall be at the sole risk and responsibility of the Contractor. E. Periodic performance meetings. A weekly general performance meeting shall be scheduled during the first ninety- (90) days of the contract and shall include City personnel and Contractor's account representative. The intent of the meeting will be to review day to day performance of the Contractor's service. After ninety (90) days, the meetings will be held monthly, and as required by City. F. Time. It is agreed and understood that time is of the essence for the performance of this Contract, and failure by Contractor to meet the time specifications of this Contract will cause Contractor to be in default of this Contract. G. Delivery. Deliveries will be made directly to the City of Lubbock Central Warehouse, 302 Municipal Drive, Lubbock, Texas, and to other locations as required from time to time. Contractor shall fill routine requests within six (6) hours of City's request. Emergency orders, defined as disruption related to an essential service when supplies/services are needed for immediate use in work which may vitally affect the public health, welfare, or safety, placed during standard business hours within two (2) hours after receipt of order. Delivery of emergency items outside of standard business hours shall be accomplished as mutually agreed upon by the Contractor and the City's Representative. 02-035/0C.doc 15 rTB #035-021DC, Primary Vendor Contract for Water Department Inventory H. Account representative. Contractor shall assign an Account Representative whose function shall be to facilitate all day-to-day business transactions. The Account Representative shall conduct a service visit to the City each Monday, Wednesday, and Friday at 8:00 a.m. or as required by the City. An alternative Account Representative shall provide the same service when the primary is unavailable for any reason. At no time shall the visitation schedule be disrupted. I. Reports. Contractor shall provide a monthly report of the inventory listing all items: on -hand, ordered by City, delivered by Contractor, and ordered. J. Material Safety Data Sheets. Contractor shall provide Material Safety Data Sheets (MSDS) for all chemicals to comply with provisions of the Texas Hazard Communication Act, Title 6, Subchapter D, Chapter 502, Texas Health and Safety Code Ann. (This Act is corollary to OSHA Standard 29 CRF 1910.1200, which is generally known as the Right to Know Law.). K. Product Guarantee. Contractor guarantees equipment or product offered will meet or exceed specifications identified in this bid invitation. The Contractor shall, upon request, replace any equipment or product proved to be defective and make any and all adjustments necessary without any expense to the City. If at any time, the equipment or product cannot satisfactorily meet the requirements of the specifications, the Contractor shall upon written request from the City, promptly remove such equipment or product without any further expense to the City. L. Right of Inspection. City shall have the right to inspect the goods at delivery before accepting them. M. Invoices. Contractor shall submit separate invoices, in duplicate, on each purchase order or purchase release after each delivery. Invoices shall indicate the purchase order or purchase release number and the supply agreement number if applicable. Invoices shall be itemized and transportation charges, if any, shall be listed separately. A copy of the bill of lading, and the freight waybill when applicable, shall be attached to the invoice. Mail to Purchasing Department, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457. Payment shall not be due unless and until the Seller shall not be in default under the terms of this Contract, and until the above instruments are submitted after delivery. ARTICLE VI INDEPENDENT CONTRACTOR STATUS Contractor and City agree that Contractor shall perform the duties under this Contract as an independent contractor. The Contractor has the sole discretion to determine the manner in which the services are to be performed. 02-035IDC.doc 16 rtB #035421DC, Primary Vendor Contract for Water Department Inventory ARTICLE VII INSURANCE A. General. Contractor shall procure and cant', at its sole cost and expense through the life of this Contract insurance protection hereinafter specified, in form and substance satisfactory to the City. City must approve all policies prior to the commencement of any activities whether performed by the Contractor, subcontractor, agents, or third parties. The insurance carrier must be an insurance company authorized to transact business in the State of Texas and have a Best's Financial rating of A:VII. A Certificate of Insurance specifying each and all coverage shall be submitted to City prior to the execution of this Contract. All insurance shall be prepared and executed by the insurance company or it's authorized agents and shall contain an endorsement naming the City of Lubbock an additional insured. Written notice of cancellation or any material change will be provided thirty (30) days in advance of cancellation or change. All insurance, other than Workers' Compensation, shall provide a waiver of subrogation in favor of the City of Lubbock, and shall contain cross liability and sever ability clauses. B. Required Coverage. Contractor shall obtain and maintain policies of insurance throughout the Contract term in limits specified below. 1. Worker's Compensation. The Contractor shall maintain Workers' Compensation and Employer's Liability insurance coverage as required by statute or coverage approved by the City Risk Management Coordinator. 2. Commercial General Liability. The Contractor shall maintain Commercial General Liability coverage endorsed to include premises/operations, contractual liability, and independent contractors' and completed operations. The policy shall have a minimum of Five Hundred Thousand and no/100 Dollars ($500,000) combined single limit in the aggregate and per occurrence. 3. Commercial Automobile Liability. The Contractor shall maintain Commercial Automobile Liability coverage with a minimum of One Million and no/100 Dollars ($1,000,000) combined single for Bodily Injury and Property Damage and shall include any auto or in the alternative, owned autos, non -owned autos and hired autos. C. Subcontractors. The Contractor shall require each subcontractor with whom it contracts to provide activities as contemplated by this Contract, to obtain proof of insurance coverage as set forth herein, and to provide to Contractor, prior to such person performing any such activities, a Certificate of Insurance establishing such coverage. 02-035lDC.doc 17 rM #035-=C, Primary Vendor Contract for Water Department Inventory ARTICLE Vill EMPLOYMENT OF AGENTS Contractor may employ or retain agents, consultants, contractors, or third parties, to perform certain duties of Contractor under this Contract provided that Contractor is in no event relieved of any obligation under this Contract. Any such agents, contractors, or third parties retained and/or employed by Contractor shall be required to carry, for the protection and benefit of the City and Contractor and naming said third parties as additional insureds, insurance as described in Article VI of this Contract. ARTICLE IX CONFIDENTIALITY Contractor shall retain all information received from or concerning the City and the City's business in strictest confidence and shall not reveal such information to third parties without prior written consent of the City, unless otherwise required by law. ARTICLE X INDEMNITY City of Lubbock shall not be liable or responsible for, and shall be saved and held harmless by Contractor from and against any and all suits, actions, losses, damages, claims, or liability of any character, type, or description, including all expenses of litigation, court costs, and attorney's fees for injury or death to any person, or injury to any property, received or sustained by any person or persons or property, arising out of, or occasioned by, directly or indirectly, in whole or in part, the performance of Contractor under this agreement, including claims and damages arising in whole or in part from the negligence of City of Lubbock. It is the expressed intent of the parties to this Agreement that the indemnity provided for in this section is an indemnity extended by Contractor to indemnify and protect City of Lubbock from the consequences of City's own negligence, whether that negligence is the sole or contributory cause of the resultant injury, death. or damaae. ARTICLE XI COMPLIANCE WITH APPLICABLE LAW Contractor shall comply with all applicable federal, state and local laws, statutes, ordinances, rules and regulations relating, in any way, manner or form, to the activities under this Contract, and any amendments thereto. 02-035/DC.doc 18 ITB tf035-02/0C. Primary Vendor Contract for Water Department Inventory ARTICLE XII NOTICE A. General. Whenever notice from contractor to City or City to Contractor is required or permitted by this Contract and no other method of notice is provided, such notice shall be given by (1) actual delivery of the written notice to the other party by hand, (2) facsimile, or other reasonable means (in which case such notice shall be effective upon delivery), or (3) by depositing the written notice in the United States mail, properly addressed to the other party at the address provided in this article, registered or certified mail, return receipt requested, in which case such notice shall be effective on the third business day after such notice is so deposited. B. Contractor's Address. Contractor's address and numbers for the purposes of notice are: Western Industrial Supply, LLC ATTN: Kim McGuire, Office Manager 2406 Erskine Lubbock, TX 79415 Telephone: (806) 765-9511 Facsimile: ((806) 765-7070 C. City's Address. The City's address and numbers for the purposes of notice are: City of Lubbock Attn: Diana Caudillo P. O. Box 2000 1625 13th Street Lubbock, Texas 79457 Telephone: (806) 775-2169 Facsimile: (806) 775-2164 D. Change of Address. Either party may change its address or numbers for purposes of notice by giving written notice to the other party, referring specifically to this Contract, and setting forth such new address or numbers. The address or numbers shall become effective on the 15th day after such notice is effective. 02-035/DC.doc 19 ITB #035-02/DC. Primary Vendor Contract for Water Department Inventory ARTICLE XIII MISCELLANEOUS A. Captions. The captions for the articles and sections in this Contract are inserted in this Contract strictly for the parties' convenience in identifying the provisions to this Contract and shall not be given any effect in construing this Contract. B. Audit. Contractor shall provide access to its corporate books and records to the City. The City may audit, at its expense and during normal business hours, Contractor's books and records with respect to this Contract between the Contractor and City. C. Records. Contractor shall maintain records that are necessary to substantiate the services provided by the Contractor. D. Assignability. Contractor may not assign this Contract without the prior written approval of the City. E. Successor and Assigns. This Contract binds and inures to the benefit of the City, Contractor, and their respective successors, legal representatives, and assigns. F. Construction and Venue. THIS CONTRACT SHALL BE GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS. THE PARTIES HERETO HEREBY IRREVOCABLY CONSENT TO THE EXCLUSIVE JURISDICTION AND VENUE OF THE COURTS OF THE STATE OF TEXAS, COUNTY OF LUBBOCK, FOR THE PURPOSES OF ALL LEGAL PROCEEDINGS ARISING OUT OF OR RELATING TO THIS CONTRACT OR THE ACTIONS THAT ARE CONTEMPLATED HEREBY. G. Severability. If any provision of this Contract is ever held to be invalid or ineffective by any court of competent jurisdiction with respect to any person or circumstances, the remainder of this Contract and the application of such provision to persons and/or circumstances other than those with respect to which it is held invalid or ineffective shall not be affected thereby. H. Amendment. No amendment, modification, or alteration of the terms of this Contract shall be binding unless such amendment, modification, or alteration is in writing, dated subsequent to this Contract, and duly executed by the Contractor and City. I. Entire Agreement. This Contract, including Exhibit A hereto, contains the Entire Contract between the City and Contractor, and there are no other written or oral promises, conditions, warranties, or representations relating to or affecting the matters contemplated herein. 02-035/DC.doc 20 rTB #035-02/DC, Primary Vendor Contract for Water Department Inventory EXECUTED as of the Effective Date hereof CITY OF LUBBOCK MARC MCI ATTEST: REBECCA GARZA CITY SECRETARY APPROVED AS TO CONTENT: Victor Kilman Purchasing Manager APPROVED AS TO FORM: William de Haas Contracts Manager/Attorney Title: 0,679 �.G . 02-0351DC.doc 21 Exhibit A Western Industrial ITB #035-02/DC. Primary Vendor Contract for Water Department Inventory Page 1 Item # Description U/M I Estimated I Unit Price Extended Price Annual Usage IV ri 2 4 IN CLAY X 4 IN PLASTIC NON SHEAR SEWER ADAPTER COUPLING. NON SHEAR COUPLINGS FOR WASTE WATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 12 SUR-ROUNDED BY ELASTOMERIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS APPROVED EQL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLAS. MOD.DFW02- llY ro 6 IN. VCT SEWER TILE, PEP (PLAIN END PIPE) WITH PLASTIC COUPLING INCLUDING GASKET. EA 120 SEWER TILE COMES IN 5FT NOMINAL LENGTHS. 4 6 IN Cl/PVC X 6 IN Cl/PVC NON SHEAR SEWER ADAPTER COUPLING.NON SHEAR COUPLING FOR WASTE WATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 15 SUR-ROUNDED BY ELASTOMERIC PVC.THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLAS.MODEL DFW56- 66NS OR APPROVED EQL. n Qi 5 6 IN CLAY X 6 IN CLAY NONSHEAR SEWER ADAPTOR COUPLING, NONSHEAR COUPLING FOR WASTEWATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 5 SURROUNDED BY ELASTOMERIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL DFW01-66NS OR APPROVED EQUAL 1/19-70 6 6 IN CLAY X 6 IN Cl/PVC NONSHEAR SEWER ADAPTER COUPLING NON SHEAR COUPLINGS FOR WASTEWATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 20 SURROUND-ED BY ELASTOMREIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL DFW02-66NS OR APPROVED EQUAL ,y / ' 7 8 IN CLAY X 81N CLAY NONSHEAR SEWER ADAPTER COUPLING. NONSHEAR COUPLING FOR WASTEWATER LINES SHALL A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 1 SURROUNDED BY ELASTOMERIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL DFW01-88NS OR APPROVED EQUAL O 8 8 IN CLAY X 8 IN Cl/PVC NONSHEAR SEWER ADAPTER COUPLING NONSHEAR COUPLING FOR WASTEWATER LINES SHALL BE A MOULDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 20 SURRONDED BY ELASTOMERIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL ,rl DFW02-88NS OR APPROVED EQUAL l% 9 SIN Cl/PVC X 81N Cl/PVC NONSHEAR SEWER ADAPTER COUPLING NONSHEAR COUPLING FOR WASTEWATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 6 SURROUNDED BY ELASTOMERIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL DFW 56-88NS OR APPROVED EQUAL. 10 jl (/� (J I 33 �1\ I ) 02-035/DC.doc I?xhlbit A WCSterll Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 2 Item # Description U/M Estimated Annual Usage Unit Price Extended Price 10 4 IN Cl/PVC X 4 IN Cl/PVC NONSHEAR SEWER ADAPTER COUPLING. NONSHEAR COUPLING FOR WASTEWATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT SURROUNDED BY ELASTOMERIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL DFW56-44NS OR APPROVED EQUAL. EA 1 I In 10"SEWER PIPE ADAPTER (OR FLEX COUPLING OR CT ADAPTER —ALL THE SAME) CLAY PIPE E 1 2 12"SEWER PIPE ADAPTER (OR FLEX COUPLING OR CT ADAPTER —ALL THE SAME) CLAY PIPE EA 1 SWIVEL X SOLID ADAPTER 6 " DIAMETER X 13" LAY LENGTH—TYLER #5-198-6X13 OR 22 2 IN. BRASS NIPPLE 1 FT. LONG THREADED ON BOTH ENDS FT 48 LI FT 1,920 PIPE SIZE 3/4" I.D. 0.824" WALL THICKNESS 0.060" NUMEX PE3408... NUMEX SDR-9 OR 02-035/DC.doc Exhibit A Western Industrial ITB #035-02lDC, Primary Vendor Contract for Water Department Inventory Page 3 Item # Description U/M Estimated Unit Price Extended Price Annual Usage 41N PVC SEWER PIPE (SDR 35) POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE 4 INCH ASTM D-3034 AND F679 WITH A CELL CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D-1784. PVC SEWER PIPE SHALL MEET ALL THE DIMENSIONAL, CHEMICAL, PHYSICAL, AND MARKING REQUIREMENTS AS OUT LINED IN ASTM D-3034 FOR PIPE 4 INCH DIAMETER ALL PIPE SHALL BE MADE WITH AN INTEGRAL BELL TO UTILIZE THE GASKET FOR SEALING WHICH MEETS THE SPECIFICATIONS DEFINED IN ASTM F-477., EACH MALE END SHALL BE BEVELED TO FACILITATE JOINING AND REFERENCE MARKED TO INSURE PROPER INSERTION DEPTH. LUBRICANT SHALL BE FURNISHED 1 QUART PER 20 JOINTS.EA. BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. LENGTH OF JOINT SHALL BE 20 FEET. O.D. SHALL BE 4.22". 61N PVC SEWER PIPE(SDR 35) POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE 6 INCH 26 ASTM D-3034 OR F679 WITH A CELL CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D-1784. PVC SEWER PIPE SHALL MEET ALL THE DIMENSIONAL, CHEMICAL, PHYSICAL, AND MARKING REQUIREMENTS AS OUT -LINED IN ASTM D-3034 FOR PIPE 4 INCHES THROUGH 12 INCHES. ALL PIPE SHALL BE MADE WITH AN INTEGRAL BELL TO UTILIZE THE GASKET FOR SEALING WHICH MEETS THE SPECIFICATIONS DEFINED IN ASTM F-477. EACH MALE END SHALL BE BEVELED TO FACILITATE JOINING AND REFERENCE MARKED TO INSURE PROPER INSERTION DEPTH. LUBRICANT SHALL BE FURNISHED 1 QUART PER 18 JOINTS. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. 81N PVC SEWER PIPE (SDR 35) POLYVINYL CHLORIDE ( PVC) GRAVITY SEWER PIPE 8 INCH F-679 AND D-3034 FOR SDR 35 SEWER PIPE. PIPE TO BE MADE WITH AN INTEGRAL BELL AND SPIGOT WITH RUBBER GASKET CONFORMING TO ASTM F-477. LENGTH OF JOINTS SHALL BE 20 FEET. O.D. SHALL BE 8.40 INCHES. PIPE SHALL BE DELIVERED WITH LUBE 1 QUART PER 15 JOINTS. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. 6-, SDR 26, PVC ( PRESSURE RATED) PIPE. SHALL CONFORM TO THE REQUIREMENTS FOR BELL AND SPIGOT. GASKETS SHALL CONFORM TO ASTM F-477. GASKET SHALL BE INSTALLED IN EACH BELL. LENGTH OF JOINTS SHALL BE 20'. O.D. SHALL BE 6.63 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 18 JOINTS. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE. 12 IN PVC SEWER PIPE (SDR 35) POLYVINYL CHLORIDE ( PVC) GRAVITY SEWER PIPE 12 ASTM F-679 AND D-3034 FOR SDR 35 SEWER PIPE. PIPE TO BE MADE WITH AN INTEGRAL BELL AND SPIGOT WITH RUBBER GASKET CONFORMING TO ASTM F-477. LENGTH OF JOINTS SHALL BE 20 FEET. O.D. SHALL BE 12.50 INCHES. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 8 JOINTS. nri.Roilis 4 IN SDR 26 PVC PRESSURE PIPE IPS. PVC ( PRESSURE RATED) PIPE SHALL CONFORM TO JOINTED WITH AN INTEGRAL BELL AND SPIGOT. GASKETS SHALL CONFORM TO ASTM F-477. GASKET SHALL BE INSTALLED IN EACH BELL. LENGTH OF JOINTS SHALL BE 20 FEET. O.D. SHALL BE 4.5 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 20 JOINTS. 63-20 FT JOINTS TO A BUNDLE, 912-20 FT JOINTS TO A TRUCKLOAD. 02-035tDC.doc l.,xhihit n Western Industrial IT8 #035-02/DC, Primary Vendor Contract for Water Department inventory Page 4 Item # _ Description U/M Estimated Unit Price Extended Price Annual Usage 4 IN. C-900 PVC PIPE POLYVINYL CHLORIDE (PVC) PIPE SHALL BE MANUFACTURED IN PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET JOINT CONFORMING TO THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED AND REFERENCE MARKED TO FACILITATE JOINING AND INSURE PROPER SEATING DEPTH JOINTS SHALL BE 20 FEET IN LENGTH. O.D. SHALL 4.80 INCHES. PIPE SHALL BE DELIVERED WITH LURE, 1 QUART PER 20 JOINTS. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE. 6 IN C-900 PVC PIPE... POLYVINYL CHLORIDE ( PVC) PIPE SHALL BE MANUFACTURED IN FT 3 600op SHALL BE FURNISHED W/ BELL & SPIGOT JOINT W/ RUBBER GASKETJOI T CONFORMING THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED & REFERENCE MARKED TO FACILITATE JOINING & INSURE PROPER SEATING DEPTH. JOINTS SHALL BE 20 FEET IN LENGTH O.D. SHALL BE 6.90 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 18 JOINTS. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE. 8 IN.C-900 PVC PIPE... POLYVINYL CHLORIDE ( PVC) PIPE SHALL BE MANUFACTURED IN PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET JOINT CONFORMING TO THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED AND REFERENCE MARKED TO FACILITATE JOINING AND INSURE PROPER SEATING DEPTH. JOINTS SHALL BE 20 FEET IN LENGTH. O.D. SHALL BE 9.05 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 15 JOINTS OF PIPE. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE 10 IN C- 900 PVC PIPE... POLYVINYL CHLORIDE ( PVC) PIPE SHALL BE MANUFACTURED IN 12 PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET JOINT CONFORMING TO THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED AND REFERENCE MARKED TO FACILITATE JOINING AND INSURE PROPER SEATING DEPTH. JOINTS SHALL BE 2Q FEET IN LENGTH. O.D. SHALL BE 11.10 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 12 JOINTS OF PIPE. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE. 12 IN C-900 PVC PIPE... POLYVINYL CHLORIDE ( PVC) PIPE SHALL BE MANUFACTURED IN PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET CONFORMING TO THE ABOVE SPECIFICATIONS. SPIGOT ENDS SHALL BE BEVELED AND REFERENCE MARKED TO FACILITATE JOINING AND INSURE PROPER SEATING DEPTH. JOINTS SHALL BE 20 FEET IN LENGTH. O.D. SHALL BE 13.20 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 8 JOINTS OF PIPE. LUBE SHALL BE SUITABLE WATER USE. 10-' 100 PSI, SDR 41, PIP ( PLASTIC IRRAGATION PIPE) SHALL CONFORM TO THE INTEGRAL BELL AND SPIGOT. GASKETS SHALL CONFORM TO ASTM F-477 GASKET SHALL BE IV INSTALLEDIN EACH BELL. LENGTH OF JOINT SHALL BE 20'. O.D. SHALL BE 10.20 INCHES. PIPE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 12 JOINTS. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE. IV 02-035/DC.doa Exhibit A Western Industrial ITB #035-02/DC. Primary Vendor Contract for Water Department Inventory Page 5 Item# Description U/M Estimated Annual Usage Unit Price Extended Price 38 GASKET LURE —FOR USE IN ASSEMBLING GASKETED PLASTIC AND AC PIPE. SUITABLE FOR PORTABLE WATER SYSTEMS. J M PIPE SOAP OR HERCULES DUCK BUTTER.EASE-ON PIPE SOAP IS OK PER JAMES FERGERSON MSDS SHEETS MUST BE PROVIDED WITH EACH SHIPMENT. QUART SIZE..... IPS 787 ,,,,,TYLER PIPE SOAP. EA 720 1/2 PINTS, WATERPROOF PIPE JOINT COMPOUND. HARVEYS TFE.PASTE. Q1 wen eve EA 94 41 3/4X1/2 GLV RED BUSHING EA 10 . LP C_iY -70 42 3/4X1/2 BRASS BUSHING REDUCING EA 10 D S 43 2X3/4 GALV RED BUSHING EA 10 44 2X1-1/2 BRASS BUSHING EA 15 45 iX3/4 GALV BUSHING EA 20 71 / . 46 iX3/4 BRASS BUSHING EA 200 I v 47 2X1 BRASS BUSHING EA 10'33- �✓ lJ 11N. X 3/41N. AW WA BRASS BUSHING. CORPORATION STOP THREADS FORD# BBAA43, 49 1/2 GALVANIZED CAP 25 BOX EA 10j ✓�� DU 50 11N. GALVANIZED CAP EA 10 51 2- GAVANIZED CAP EA 10 f I I V 21N. COPPER COUPLING SOLDER JOINT 02-035/DC.doc Exhibit A Western Industrial ITB i#035-02/DC. Primary Vendor Contract for Water Department Inventory Page 6 Item # . Description U/M Estimated Annual Usage Unit Price Extended Price 58 EA 1 APPROVED EQUAL. 31N. X 7-1/21N. FULL CIRCLE REPAIR CLAMP. BOLTS TO BE ALLOY AND NOT LESS THAN 1/21N. SMITH-BLAIR 226 OR EQUAL. NOTE: TAPER GASKET ONLY. 41N. X 7-1/21N. FULL CIRCLE REPAIR CLAMP. BOLTS TO BE LOW ALLOY AND NOT LESS THAN 1121N_ DIAEdFTFR- -TO BE USED ON 41N. CLASS 150 PIPE. O.D. RANGE 4.74-5.57. ROCKWELL EA 80 NO.227-047007-000, POWERSEAL ONLY FORD F2-557-7.5 (J 61 61N. X 121N. FULL CIRCLE REPAIR CLAMP. BOLTS TO BE LOW ALLOY AND NOT LESS THAN 1/21N. DIAMTER. TO BE USED ON 6 IN. CLASS 150 PIPE WITH OUTSIDE DIAMTER OF 6.84-7.64. EA 40 APPROVED BY WATER DEPT ENGINEER. NOTE:TAPER GASKET ONLY. MA MAU 62 81N. X 121N. FULL CIRCLE DOUBLE BAND REPAIR CLAMP BOLTS TO BE PLATED OR LOW ALLOY NOT LESS THAN 5181N DIAMETER. TO BE USED ON 8 IN. PIPE WITH OUTSIDE DIAMETER OF EA 24 EQUAL. 63 101N. X 151N- FULL CIRCLE REPAIR CLAMP FOR CLASS 150 PIPE. OUTSIDE DIAMETER 11.04- 12.241N. SMITH-BLAIR-NO.227-111015-050„ FORD F2-1184-15 DO NOT SUBSITUTE EQUAL TO EA 6 21N. FULL CIRCLE REPAIR CLAMP. 21N. X 7-1/21N. O. D. 2.35-2.63. ROCKWELL NO. 22600023807- EA 200 65 2-1/41N. FULL CIRCLE REPAIR CLAMP. O.D. 2.70-3.00. JCM #101-275-7 ROCKWELL NUMBER #226 o9027507-000. NOM. PIPE SIZE 2 1/4 IN.TO 2 1/2 IN..CLAMP WIDTH 7 1/2 IN. FORD F1-300- EA 60 7.5" 2 IN. REDI REPAIR CLAMP. O.D. 2.35-2.50. SMITH-BLAIR CAT. NO.245-0238-0300 JCM 110- // 11 V 21N. X 3/41N. SERVICE SADDLE, SINGLE STRAP, DUCTILE IRON BODY, TAPPED 3/4" AW WA 2" CAST IRON EA 40 (J PIPE. CLAMP TO HAVE NEOPRENE GASKET. STRAP TO BE PLATED. O.D. RANGE 2.35 TO 2.56 ROCKWELL NO. 311-025607-000, JCM #401-023BX07 OR APPROVED EQUAL. 02-0351DC.doc Exhibit A Western Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 7 Item # Description U/M Estimated Unit Price Extended Price Annual Usage 21N. X 11N. SERVICE SADDLE, DUCTILE IRON BODY, SINGLE STRAP, TAPPED 1" AWWA 69 CORPORATION STOP THREADS. TO BE USED ON 2" STANDARD STEEL AND 2" CAST IRON EA 36 2.35 TO 2.56 ROCKWELL NO. 311-025609-000 OR APPROVED EQUAL. 31N. X 3/41N. SERVICE SADDLE, DUCTILE IRON BODY, SINGLE STRAP, TAPPED 3/4" AWWA 70. CORP. STOP THREADS. TO BE USED ON 3" CLASS 150 ROUGH BARREL ASBESTOS CEMENT EA 32 045507-000 OR APPROVED EQUAL. 31N. X 11N. SERVICE SADDLE, DUCTILE IRON BODY, SINGLE STRAP, TAPPED 1" AWWAEA 72 CEMENT PIPE. CLAMPS TO HAVE NEPRENE GASKET. STRAP TO BE PLATED. O.D. RANGE 3.74 TO 4.55 ROCKWELL NO.311-045509-000 OR APPROVED EQUAL. 41N. X 21N. SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 2" IRON PIPE 72 T I.PN. EA 30 TO HAVE NEOPRENE S E HWANO NO.313-056314-000 OR APPROVED EQUAL. 6 IN. X 2 IN. SERVICE SADDLE SHALL HAVE A DUCTILE IRON BODY, DOUBLE STRAP AND 73 TAPPED 2" IRON PIPE THREADS. CLAMP TO HAVE A NEOPRENE, OR OTHER APPROVED EA 24 T STRAP SHOULD BE CORROSION RESISTANT. SADDLES TO BE USED ON CLASS 150 ROUGH C900 PVC PIPE. O.D.RANGE SHALL BE AT LEAST 6.90 TO 7.37. 81N. X 21N. SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP,;TAPPED 2" I.P. THREAD 74 TO BE USED ON 8"CLASS 150 ROUGH BARREL ASBESTOS CEMENT. CLAMP TO HAVE NIP EA 30 101014-000 OR APPROVED EQUAL. 101N. X 21N. SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 2" I.P. THREAD. 75 TO BE USED ON 10" CLASS 150 CAST IRON PIPE. CLAMP TO HAVE NEOPRENE GASKETS. EA 8 / EQUAL. (,[� 10 IN. X 1 IN. SERVICE SADDLE SHALL HAVE A DUCTILE IRON BODY, SINGLE STRAP AND 76 TAPPED 1" AWWA CORPORATION STOP THREADS. CLAMP TO HAVE A NEOPRENE, OR EA 12 OTHER APPROVEDMATERIAL, GASKET. STRAP SHOULD BE CORROSION RESISTANT. DUCTILE IRON PIPE AND C900 PVC PIPE. O.D. RANGE SHALL BEAT LEAST 11.10 TO 12.12. 121N X 21N SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 2" I.P. THREAD. Q C.I. PIPE. CLAMP TO HAVE A NEOPRENE GASKET. STRAPS EA 8 EQUAL. 12" X 1" REPAIR SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 1" AWWA EA 12 ROCKWELL NO.331-143809-000-SMITH-BLAIR 331 OR APPROVED EQUAL. 10 3" X 2" SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP TAPPED 2" IRON PIPE 79 THREADS, CLAMP TO HAVE NEOPRENE GASKET. STRAPS TO BE PLATED. O.D. RANGE 3.74 TO EA 16 4.55 ROCKWELL NO. 313-045514-000 OR APPROVED EQUAL. 02-035/DC.doc Exhibit A Western Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 8 item# Description U/M Estimated Annual Usage Unit Price Extended Price 80 8" X 1" SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 1" AWWA CORPORATION STOP THREADS. TO BE USED ON CLASS 150 PIPE, CLAMP TO HAVE A EA 126 101009-000„POWERSEAL #3413 8'X1' CC. OR APPROVED EQUAL. ' 16" X 2" SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP,. TAPPED 2" IRON PIPE 12 TO 18.88 ROCKWELL NO.313-188814-000 JCM-402-1888X4 OR APPROVED EQUAL 16" X 1" SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 1" AWWA EA 8 O.D. RANGE 17.40 TO 18.88 ROCKWELL NO.313-188809-000 OR APPROVED EQUAL. A / / V 83 CAST FLEXIBLE COUPLING FOR 2 IN. CAST IRON PIPE WITHOUT PIPE STOPS. DIAMETER RANGE 2.34 TO 2.63, SLEEVE TO BE CAST IRON. BOLTS TO BE A MINIMUM OF 5/8 IN. TSMITH-GLAIR NO. 441-00000263- EA 72 900 OR APPROVED EQUAL. JCM 210-0250 FORD FC1-263-263 84 CAST FLEXIBLE COUPLING WITHOUT PIPE STOP TO BE USED ON 2-1/21N. GALV PIPE. 2.88 IN. O.D. COUPLING TO HAVE CAST IRON SLEEVE. BOLTS TO BE A MIN OF 5/81N. DIAMETER EA 12 NO.411-00028801-003 FORD FC2A-288-288 CAST COUPLING OR APPROVED EQUAL TO BE APPROVED BY WATER DEPT ENGINEER. -7 494 CAST FLEXIBLE COUPLING FOR 31N. CLASS 150 MACHINED END ASBESTOS CEMENT PIPE 3-118-IN. -SLEEVE O 8E CAST IRON. BOLTS TO BE A MINIMUM OF 5/8 IN. AND TO BELOW EA 12 ALLOY DUE TO SOIL CONDITION. , APPROVED EQUAL OD RANGE 3.80-3.96 CAST FLEXIBLE COUPLING WITHOUT PIPE STOP FOR 3 IN. CLASS 150 ROUGH BARREL 00 ASBESTOS CEMENT PIPE. i BOLTS TO BE A MINIMUM OF 5/8 IN. DIAMETER AND TO BE LOW ALLOY DUE TO SOIL CONDITION. SMITH-BLAIR NO.JCM-210-0396 POWERSEAL#3501-3C'441-414 jcm 2100396 OR APPROVED EQUAL. OD 3.97-4.14 87 41N CAST FLEXIBLE COUPLING FOR ASBESTOS CEMENT PIPE OD RANGE 4.80 TO 5.10. SLEEVE TO BE CAST IRON. BOLTS TO BE A MINIMUM OF 5/81N DIAMETER AND TO BE LOW EA 50 510-510 POWERSEAL #3501-4B = JCM 210-0480, ROMAC 501-2.55X2.55 OR APPROVED EQUAL. 88 3/41N. X 31N. GEE BRASS COUPLING FOR 314 IN. TYPE K COPPER PIPE OR APPROVED EQUAL. Champion #SJU2 EA 70 �-89- - --' A 180 1/2 IN. GEE COUPLING FOR 1/2 IN. TYPE K COPPER PIPE. MIDLAND MFG OR APPROVED - +'� EQUAL. 1X3 BRASS GEE COMPRESSION COUPLING FOR COPPER TUBING. DRESSER STYLE 88 11N. X 51N. COMPRESSION COUPLING FOR 11N. COPPER TUBING. DRESSER STYLE 88 OR NIP i 02-035/1)C.doc 02-035/1)C.doc Exhibit A Western Industrial ITS #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 9 Item # Description U/M Estimated Annual Usage Unit Price Extended Price 93 CAST FLEXIBLE COUPLING FOR 81N. CLASS 150 ROUGH BARREL ASBESTOS CEMENT PIPE. IPE O.D. 9.40. SLEEVE TO BE CAST IRON. BOLTS TO BE A MINIMUM OF 5181N. DIAMETER EA 1 POWERSEAL 3501-8C 94 CAST FLEXIBLE COUPLING WITHOUT PIPE STOP. TO BE USED ON 8" CLASS 150 ROUGH BARREL ASBESTOS CEMENT PIPE. O.D. RANGE 9.24 TO 9.52 COUPLING TO HAVE CAST IRON EA 2 MUELLER CAT NO H1020-924 ....501-9.31-9.50X5" OR APPROVED EQUAL. 95 CAST FELABLE COUPLING FOR 61N. CLASS 150 CAST IRON PIPE. PIPE O.D. RANGE 6.90 TO 7.10. SLEEVE TO BE CAST IRON. BOLTS TO BE A MINIMUM OF 5/81N. DIAMETER AND TO BE EA 90 OR APPROVED EQUAL. Q. 96 CAST FLEXIBLE COUPLING FOR 81N. CLASS 150 CAST IRON PIPE. PIPE O.D. 9.051N. SLEEVE TO BE CAST IRON. BOLTS TO BE MINIMUM OF 5181N DIAMETER & TO BE LOW ALLOY DUE TO EA 30 RANGE 9.05-9.40 JCM 210-0905 POWERSEAL 3501-8B 12 IN. DRESSER COUPLING FOR CLASS 150 AC PIPE O.D.RANGE 13.90-14.20 ROCKWELL 441- Ef CAST COUPLING FOR 121N. CLASS 150 CAST IRON PIPE. O.D. 13.20 IN., SLEEVE TO BE CAST IN. DIAMETER AND LOW ALLOY DUE TO SOIL EA 16 CONDITION. SMITH-BLAIR NO.441-1350 99 INSULATING LATING GASKET FOR 3/4 IN. COPPER PIPE. SMITH-BLAIR NO.30640-075. JCM 225-0105- EA 50 100 CAST FLEXIBLE COUPLING FOR 10 IN. CLASS 150 CAST IRON PIPE. PIPE OUTSIDE DIAMETER 11.40 IN. SLEEVE TO BE CAST IRON. BOLTS TO BE A MINIMUM OF 5/8 IN. DIAMETER AND LOW EA 4 EQUAL TO BE APPROVED BY WATER DEPT ENGINEER. 14" CAST FLEXIGLE COUPLING FOR 14" CI & CL 100 PIPE OD RANGE 15.30-15.50. SLEEVE TO F 8" DIAMETER AND TO BE LOW ALLOY DUE TO EA 6 SOIL CONDITION. SMITH BLAIR #441-1550-900 OR EQUAL TO It PPROVED ENGINEER. EA 20 16 IN. COUPLING FOR CAST IRON PIPE. O.D. RANGE TO BE 17.40 TO 17.80 SMITH BLAIR NO. 104 3/41N 90D GALVANIZED ELBOW EA 150.3 8 ,11 105 11N 90D GALVANIZED ELBOW EA 20 106 21N 90D GALVANIZED ELBOW EA 3 02-0350C.doc Exhibit A Western Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 10 Item # Description U/M Estimated Annual Usage Unit Price Extended Price . 111 3/41N 90D GALVANIZED STREET ELBOW EA 10 7n. 7ai9.3c) o 112 1IN 90D GALVANIZED STREET ELBOW EA 20(Aul 1 314 IN. STRAIGHT METER COUPLING. 2-1/21N. IN LENGTH. SHALL BE MACHINED INSIDE AND NOLEN AT WATER UTILITIES. 3/41N. 90 DEGREE METER COUPLING. JAMES JONES NO. J-132 OR EQUAL TO BE APPROVED 116 1 IN. STRAIGHT METER COUPLING. MUELLER NO. H10890 ,OR APPROVED EQUAL. EQUAL MUST BE APPROVED BY PAUL OLEN AT WATER UTILITIES,EA 800 117 1 IN. X 3-1/2 IN. LONG METER CQUPLING STRAIGHT. JAMES JONES J-130 OR APPROVED EQUAL.1 IN., WATER METER COUPLING (METER SPUD) 3 1/2 LONG, STRAIGHT, IRON PIPE THREAD, SWIVEL METER COUPLING NUT WITH WASHER, OCTAGON BARREL. JAMES JONES J-130.FORD C-38-44-3.5 ALL OTHERS MUST BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 1,500 Ox �j%} �} )> DD ( % �! [/ 118 PR. 3/4 X 3-1/4 IN. STRAIGHT METER COUPLING WITH NUT AND WASHER. TAIL PIECE 3-1/41N. LONG. JAMES JONES J-130, FORD C38-23-3 OR EQUAL TO BE APPROVED BY PAUL NOLEN AT EA 200 19 24 IN. STANDARD MANHOLE LID -WESTERN #40 MARKED SEWER. DO NOT SUBSTITUTE--( LID. 23-1/21N NO.5 SEWER MANHOLE LID AS MANUFACTURED BY TAYLOR FOUNDRIES PRODUCT ! ! LIDS NEED TO BE MARKED EA 120 "SEWER" 24 IN. STANDARD MANHOLE RING. WESTERN IRON WORKS #40 JORDAN IRON WORKS #20402 02-035/DC.doc Exhihit A Western IndLIStrlal ITB p035-02/13C, Primary Vendor Contract for Water Department Inventory Page 1 1 Item # Description U/M Estimated Annual Usage Unit Price Extended Price 122 METER BOX SHALL BE ROUND WITH A TAPERED BODY BEGINNING AT THE TOP 14 1/2" TO 16" OUTSIDE DIAMETER WITH A HEIGHT EQUA4 TO 18". TH APPROVED EQUAL AND SHALL HAVE 3" X 4" PIPE SLOTS AND METER BOX SHALL BE BLACK IN COLOR. METER BOX LID SHALL BE 12 1/2" IN DIAMETER AND DESIGNED TO FIT THE BROOKS PRODUCTS 2200 SERIES BOX OR ITS APPROVED EQUAL AND SHALL BE COMPLETE WITH COVER LIFT HOLE AND SNAP -LOCK TAB (LESS LOCKING MECHANISM) AND SHALL INCLUDE "CITY OF LUBBOCK WATER UTILITIES" MARKINGS. TO BE EVALUATED BY PAUL NOLIN r 123 1/2XCLOSE GALVANIZED NIPPLE EA 25 124 1/2X6 BRASS NIPPLE EA 10 /"j j v) 127 3/4X6 BRASS NIPPLE EA 25 128 1 X CLOSE GALV NIPPLE EA 100✓j1 129 1X6 GALVANIZED NIPPLE EA 50/ 130 1X4 BRASS NIPPLE EA 10 ' j ul 131 1X6 BRASS NIPPLE EA 10 133 11/2XCLOSE 1ALVANIZED NIPPLE EA 50 3. 0 135 1 112 X 3 GAL NIPPLE EA 250 D % 0 02-035/DC.doc Exhibit A Western Industrial ITS #035-021DC. Primary Vendor Contract for Water Department Inventory Page 12 item !/ Description U/M Estimated Annual Usage Unit Price Extended Price 137 11/2X4 GALVANIZED NIPPLE EA 80 CA zy 139 11/2X5 GALVANIZED NIPPLE EA 20 !� 141 11/2X6 GALVANIZED NIPPLE EA 18 112 A 142 1 1/2 X 6 BRASS NIPPLE EA 24 Ito 143 1 1/2 X 6 BRASS NIPPLE EA 30 144 2X3 GALVANIZED NIPPLE EA 10 r � 148 2 IN. X CLOSE BRASS NIPPLE EA 20 149 2 X 5 BRASS NIPPLE EA 20 0 150 2X6 BRASS NIPPLE EA 80 151 2 X 8 BRASS NIPPLE EA 10 152 3/41N CAST IRON GALVANIZED PLUG EA 25 O• V ✓✓� 153 11N GALVANIZED PLUG EA 75 V• qq / 02-035/DC.doc Western Industrial ITB #1035-02/DC, Primary Vendor Contract for Water Department Inventory Page 13 Item # Description U/M Estimated Annual Usage Unit Price Extended Price 154 EA 4 155 1 2" BRASS SCREW PLUG EA 10 EA .. ` EA 41 5/8 X 3/4 IN. METER RESETTER OR RELOCATION WITH VALVE. 7 IN. HEIGHT, MUELLER NO. H- EA 5/8 X 3/4 IN.'METER RESETTER WITH VALVE 91N. IN HEIGHT. MUELLER NO. H-14116 OR EA 1"X1" METER RESETTER OR RELOCATION WITH VALVE 10 IN. HIGH. MUELLER NO. B-24118F EA 3/41N. ANGLE VALVES FOR IRON PIPE, WITH PAD LOCK WING. MUELLER CAT. NO, H-14265 OR EA 1-1/21N. WATER METER RESETTER WITHOUT VALVE. FORD NO. RF-6-13X13 OR APPROVED EA 1-1/21N. WATER METER RESETTER WITHOUT VALVE. FORD NO. RF-66-18X13 OR APPROVED EA 21N. WATER METER RESSETTER WITHOUT VALVE. FORD NO.47-15 ....MCDONALD 2 X 15 X 17 EA r EA 166 21N GALVANIZED TEE EA 24 EA 449— EA 1 IN. COPPER PIPE TO 1 IN. OUTSIDE IRON PIPE THREAD CONNECTOR. JAMES JONES J-1535 EA 170 1 IN. FEMALE FLANGE UNION. COPPER TO INSIDE IRON PIPE THREAD, MUELLER H15450 OR EQUAL. EA 4 I 02-035/DC.doc Exhibit A Western Industrial IT8 N035-02JDC, Primary Vendor Contract for Water Department Inventory Page 14 Item # . Description U/M Estimated Annual Usage Unit Price Extended Price EA 4 70)APPROVED 3/41N. 90 DEG. BRASS ADAPTERS, MALE IRON PIPE THREAD TO COPPER SERVICE PIPEEA rinn EQUAL. EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. ' EA EA 175 ` 1-1/2 IN. BRASS METER FLANGE, WITH GASKET GRINNELL OR APPROVED EQUAL EA 10 EA EA EA 161N X 151N FULL CIRCLE REPAIR CLAMP. BOLTS TO BE LOW ALLOY AND NOT LESS THAN EA SMITH BLAIR—FORD F2-1790-15 OR APPROVED EQUAL. i 14 X 16• FULL CIRCLE REPAIR CLAMP FOR CLASS 100 ROUGH TRANSITE PIPE.O.D. RANGE EA 2-1/21N X 3/41N SERVICE CLAMP, SINGLE STRAP, TAPPED 3/41N AWWA CORPORATION STOP EA 2.91 • - 182 61N X 41N GXGXG PVC COMBINATION TEE/WYE FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. FITTINGS SHALL MEET REQUIREMENTS OF ASTM D 3034. FITTINGS SHALL BE COMPATIBLE WITH SDR-35 GRAVITY SEWER PIPE AND SHALL NOT DEFLECT MORE THAN THE PIPE WHEN BEDDED AND LOADED IN THE SAME MANNER. GASKETS SHALL BE MOLDED OR EXTRUDED AND SPLICED FROM HIGH GRADE PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF EITHER SYNTHETIC OR NATURAL RUBBER BASED POLYMER. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F 477. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. EAJ 24 �' ► I �] `7r /✓J O eta NOW 02-035/DC.doc Exhibit A Western IndUStrial ITS #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 15 Item # ' Description U!M Estimated Unit Price Extended Price Annual Usage 183 41N PVC PIPE PLUG - FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. EA 10 /• 3� FITTINGS SHALL MEET REQUIREMENTS OF ASTM D 3034. FITTINGS SHALL BE COMPATIBLE WITH SDR-35 GRAVITY SEWER PIPE AND SHALL NOT DEFLECT MORE THAN THE PIPE WHEN BEDDED AND LOADED IN THE SAME MANNER. GASKETS SHALL BE MOLDED OR EXTRUDED AND SPLICED FROM HIGH GRADE PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF EITHER SYNTHETIC OR NATURAL RUBBER BASED POLYMER. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. 184 61N PVC PIPE PLUG FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. FITTINGS EA 20 SHALL MEET REQUIREMENTS OF ASTM D 3034. FITTINGS SHALL BE COMPATIBLE WITH SDR- 35 GRAVITY SEWER PIPE AND SHALL NOT DEFLECT MORE THAN THE PIPE WHEN BEDDED AND LOADED IN THE SAME MANNER. GASKETS SHALL BE MOLDED OR EXTRUDED AND SPLICED FROM HIGH GRADE PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF EITHER SYNTHETIC OR NATURAL RUBBER BASED POLYMER. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F 477. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. 185 81N PVC PIPE PLUG FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. FITTINGS EA 2 , l v SHALL MEET REQUIREMENTS OF ASTM D 3034. FITTINGS SHALL BE COMPATIBLE WITH SDR- 35 GRAVITY SEWER PIPE AND SHALL NOT DEFLECT MORE THAN THE PIPE WHEN BEDDED AND LOADED IN THE SAME MANNER. GASKETS SHALL BE MOLDED OR EXTRUDED AND SPLICED FROM HIGH GRADE PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF EITHER SYNTHETIC OR NATURAL RUBBER BASED POLYMER. GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F 477. EACH BELL SHALL INCLUDE A GASKET INSTALLED IN PLACE. -A Qcz 8 IN.X 201N.'FULL CIRCLE REPAIR CLAMP—O.D. RANGE 8.99 TO 9.79—ROCKWELL NO.227- EA ENGINEER. 177 187 2^ X 3- BRASS NIPPLE EA 20 7a ,1 -7 qU 188 A 8 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE EA 4 7 4 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE U v SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX - HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANFACTURED BY EBBA IRON, INC., OR AN APPROVED EQUAL. 189 A 6 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT EPARATION OF THE JOINT. THE GLAND SHALL BE EA 30 '� n 4j �� f U USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX - HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC .,,,FORD UFR 1400-D-4 OR APPROVED EQUAL. 02-035/DC.doc Exhibit A Western Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 16 Item # ' Description U/M Estimated Unit Price Extended Price Annual Usage 190 A 4 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE A 10 Oj3`j / n , / IN USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX - HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC., OR FORD UFR-1400-D4 OR AN APPROVED EQUAL. TO BE USED ON CAST IRON. 4" X 3/4" SERVICE SADDLE SHALL HAVE A DUCTILE IRON BODY,DOUBLE STRAP AND TAPPED EA APPROVED MATERIAL,GASKET. STRAP SHOULD BE CORRISON RESISTANT. SADDLES TO BE USED OB CLASS 150 ROUGH BARREL ASBETOS CEMENT PIPE,CLASS 150 DUCTILE IRON PIPE AND C900 PVC PIPE. O.D. RANGE SHALL BE AT LEAST 4.80 TO 5.27. 4" X 1" DOUBLE STRAP SERVICE SADDLE, DUCTILE IRON BODY TO BE TAPPED 1" AWWA EA -192 CORPORATION Slag ;W%wl TO E USED ON 4" CLASS 150 PIPE. CLAMP IS TO HAVE A 700 10 NEOPRENE GASK NO.313-056309-000 OR APPROVED EQUAL. EA EA 194 4" SDR 35 SEWER CAP:: ASTM D3034 WITH GASKET 3 , 3 195 3 X 4 REDUCER DRESSER COUPLING AC EA 10 ` 9 • -1 4 41N FLEXIBLE SADDLE TEE FOR SEWER TAPS THE SADDLE SHALL BE A FLEXIBLE SADDLE TO EA T R u F 432 ELASTOMETRIC POLY VINYL CHLORIDE WITH MOLDED INSERTS A SEALING PROCESS. THE BANDS SHALL BE STAINLESS STEEL AND SHALL HAVE WIGGLE TAIL CONNECTIONS. ALL MATERIALS SHALL BE TOTALLY RESISTANT TO CORROSION. INLET RANGE SHALL INCLUDE BOTH SDR 35 AND SCH 40. 6" FLEXIBLE SADDLE TEE FOR SEWER TAPS THE SADDLE SHALL BE A FLEXIBLE SADDLE TO EA 97 U 21N IN IDE DIAMETER. TO BE MANU FACTORED OUT OF 20 ELASTOMETRIC POLY VINYL C SEALING PROCESS. THE BANDS SHALL BE STAINLESS STEEL AND SHALL HAVE WIGGLE TAIL CONNECTIONS. ALL MATERIALS SHALL BE TOTALLY RESISTANT TO CORROSION. INLET RANGE SHALL INCLUDE BOTH SDR 35 AND SCH 40. 41N FLEXIBLE SADDLE BLANKET SHALL BE CONSTRUCTED OF ELASTOMETRIC PVC AND EA 198 SHALL BE TOTALLY CORROSION RESISTANT. QUOTE A DFW HPI OR APPROVED EQUAL. 4 UP (X EA EA EA 201 02-035/0C.doc Exhibit A Western Industrial IT8 #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 17 Item # Description U/M Estimated Unit Price Extended Price Annual Usage EA EA 204 SIN CUT IN DRESSER COUPLING FOR CI OD=9.05-9.3012 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT EA 1 AMA I SEPARATION OF THE JOINT. THE GLAND SHALL BE USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX -HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC. OR AN APPROVED EQUAL. FORD UNIFLANGE UFR1400-D-12 205 12 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE EA�/� 4 l �� ` ILP USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX -HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC. OR AN APPROVED EQUAL. FORD UNIFLANGE UFR1400-D-12 206 4" SDR 35 PVC LONG RADIUS 90 DEGREE BEND GASKET JT EA 60 % .1 '19 09. 91) 207 4" SDR 35 PVC 45 DEGREE BEND GASKET JOINT EA 4 , � C4 20$ 4"SCH 40 PVC DWV LONG RADIUS 90 DEG ELL SOLVENT WE STANDARD RADIUS DRAIN WASTE FITTINGS. EA 650 �(� f l 209 4" SCH 40 PVC 45 DEGREE BEND SOLVENT WELD STANDARD RADIUS DRAIN WASTE FITTINGS. • ' EA 120 o lP 0 U EA 211 PIPE DRESSER COUPLING WITH O.D. UP TO 4.29 FOR OVERSIZE PIPE FOR CLASS 200 AC EA 2 1 INCH 90 DEGREE BRASS ADPATERS MALE IRON PIPE THREAD TO COPPER SERVICE PIPE EA NOLEN AT WATER UTILITIES. 213 ELL-22 112 DEG-4- PVC SCH.40—GLUE JOINT FITS SDR-26. DWV AND PLASTIC TRENDS EA 80 f 214 1" X 1 1/2" METER COUPLING EA 60 r 61N. X 1IN. SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 1" AWWA CC EA TO HAVE NEOPRENE GASKET. STRAP TO BE PLATED. O.D. RANGE 6.84 TO 7.60 02-035/DC.doc Exhibit A Western Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department inventory Page 18 Item # • Description U/M Estimated Unit Price Extended Price Annual Usage 216 A 4 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE EA 100 /�'�g / , r� 60,9 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX - HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC., OR AN APPROVED EQUAL. TO BE USED ON PVC PIPE. EBBA# 2004 PV. FORD UFR 1500-C-4 217 A 6 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINSTTHE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE EA 132 ^ /g ) USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST - OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX -HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC, OR AN APPROVED EQUAL. TO BE USED ON PVC PIPE. EBBA#2006 PV. 218 A 8 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION AGAINST THE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE EA 60 ;6 •`! a- �LP USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER LOCKING OF WEDGES AND STANDARD HEX - HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC. OR AN APPROVE EQUAL. TO BE USED ON PVC PIPE. EBBA#2008 PV. FORD UFR 1500 C 8 3" X 12" FULL CIRCLE CLAMP. BOLTS TO BE ALLOY AND NOT LESS.THAN 1/2" DIAMETER. TO EA L 227- 5 035012-000 OR EQUAL. NOTE: TAPER GASKET ONLY. 4" X 12" FULL CIRCLE CLAMP. BOLTS TO BE LOW ALLOY AND NOT LESS THAN 1/2" DIAMETER. EA NOTE: TAPER GASKET ONLY. FORD F2-557-12-5 OR APPROVED EQUAL. 221 8" RESTRAINER FORD SERIES 1300 EA 4 EA 7-7 1" FEMALE COPPER THREAD X 3/4 FLAIR COPPER WITH COPPER GASKET. FORD CO2-43 OR EA EA EA EA 226 6" PVC PLUGS FOR C-900 6 7(� /& -9I� 227 8" PVC PLUGS FOR C-900 EA 10 - �1 .rr 02-035/DC.doc Exhibit A Western Industrial ITB #035-021DC, Primary Vendor Contract for Water Department Inventory Page 19 Item # Description U/M Estimated Unit Price Extended Price Annual Usage EA rin 81N UNIFLANGE (OR E-Z FLANGE) ADAPTER NO.1008 WITH 8 SET SCREWS AND RUBBER EA "A0KE 1. FORD ur-7\200-cm I I 61N UNIFLANGE (OR E-Z) FLANGE WITH 8 SET SCREWS AND RUBBER GASKET Cl/DI OD 6.90 EA FA-200 APPROVED EQUAL. EQUAL TO BE APPROVED BY WATER DEPT ENGINEER. 8 IN. 11-1/4 DEGREE CAST IRON WATER MAIN BEND, ALL MECHANICAL JOINT SHORT BODY EA 231 CLASS D AWWA C-104, C-110, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES 2 CONSISTING OF 2 GLANDS, 2 RUBBER GASKETS, AND 12-3/4 X 4 TEE -HEAD BOLTS WITH n NUTS. ACCESSORIES ARE TO BE SHIPPED SEPERATELY WITH EACH ITEM. Led^ 6 IN. 22-1/2 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY CLASS D AWWA EA 2 232 C-104, C-153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 �j �/, / '7 RUBBER GASKETS,. ACCESSORIES ARE TO BE SHIPPED SEPERATELY WITH EACH ITEM. Q 8 IN. 22-1/2 DEGREE CAST IRON WATER MAIN BEND, ALL MECHANICAL JOINT, SHORT BODY, EA 233 CLASS D AWWA C-104, C-153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES 2 CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED SEPARTELY WITH EACH ITEM. 10 IN. 45 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY. CLASS D AWWA C- EA 234 104, C-153,C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 2 �) ► �� `7 RUBBER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 12 IN. 45 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY. CLASS D AWWA C- EA 235 104,C-153,C-111 SPECIFICATIONS CONSISTING OF 2 RUBBER GASKETS ACCESSORIES ARE 4 TO BE SHIPPED SEPERATELY WITH EACH ITEM. j} 4 IN. 45 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY. CLASS D-AWWA C- EA 236 104, C-153, C-111 SPECIFICATIONS CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED 16 WITH EACH ITEM. / UJ 6 IN. 45 DEGREE CAST IRON WATER MAIN BEND, ALL MECHANICAL JOINT. SHORT BODY; EA 237 CLASS D AWWAC-104, C-153, C-111 SPECIFICATIONS 2 RUBBER GASKETS TO BE PACKAGED 4 SEPARATELY WITH EACH ITEM. " / b SIN 45 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY. CLASS D AWWA C- EA 238 104, C-153, C-111 SPECIFICATIONS TO BE SHIPPED WITH ACCESSORIES 2 RUBBER GASKETS, 3 )� `1' r� / ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. (1� 6 "FLANGE 90 DEGREE CAST IRON BEND. LONG PATTERN. AWWA C-104, C-110, C-111 EA 239 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 GASKETS, AND 16- 1 314 X 4 BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ) ) 67 `� ITEM. 10 IN. 90 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY. CLASS D AWWA C- A 240 104, C-110, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 1 GLANDS, 2 RUBBER GASKETS, AND 16-3/4 X 4 TEE -HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 12 IN. Cl 90 DEGREE MJ SHORT BODY ELL. AWWA C-104, C-110, CA 11 SPECIFICATIONS. TO BE EA 241 SHIPPED WITH ACCESSORIES CONSISTING OF 2 GLANDS, 2 RUBBER GASKETS, AND 12-3/4 X 4 4 TEE -HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH �� EACH ITEM.. • me 02-035/DC.doc Exhibit A Western Industrial ITI31I035-02/DC, Primary Vendor Contract for Water Department Inventory Page 20 Item # Description U/M Estimated Annual Usage Unit Price Extended Price 242 6 IN. 90 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY. CLASS D AWWA C- 104, C-110, C-111 TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 GLANDS, 2 RUBBER GASKETS, AND 12-3/4 X 3 112 TEE HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO„, BE PACKAGED SEPERATELY WITH EACH ITEM. TYLER C-153 OR APPROVED EQUAL. EA 4 11 f� )' L-('ly o4 243 8 IN. 90 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY, CLASS D AWWA C- 104, C-153, C-111 SPECIFICATIONS CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. EA 3 ca au 244 4 IN. 90 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY CLASS D AWWA C- 104, C-153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH 2 RUBBER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. EA 18 946 ° EA . 4 X 6 IN. CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT LONG PATTERN. CLASS D EA - 4 X 3112 TEE HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITM 24�- 6 X 18 CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT. LONG PATTERN. CLASS D EA -SPECIFICA110ftS. WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 8 X 12 IN. CAST IRON WATER MAIN OFFSET MECHANICAL JOINT CLASS D. AWWA C-104, C- EA GASKETS TO BE PACKAGED WITH EACH ITEM. 4 X 12 IN. CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT. CLASS D AWWA C- EA SEPARATELY WITH EACH ITEM. 6 X 6 IN. CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT -CLASS D AWWA C-104, EA ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 6 X 12 IN. CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT. CLASS D AWWA C-104, EA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 12 X 6 CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT. CLASS D AWWA C-104, C- EA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 4 X 18 IN. CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT. CLASS D AWWA C-104 CONSISTING 2 RI ER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. / V 254 10 X 8 CAST IRON WATER MAIN REDUCER. ALL MECHANICAL JOINT. CLASS D AWWA C-104, C- 153, C-111 SPECIFICATIONS. ACCESSORIES CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. EA 255 12 X 8 CAST IRON WATER MAIN REDUCER. ALL MECHANICAL JOINT. CLASS D AWWA C-104, C- 153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. EA 02-035/13C.doc Fxhihit A Western Industrial ITB #035-02/DC, Primary Vendor Contract (or Water Department Inventory Page 21 Item # Description U/M Estimated Unit Price Extended Price Annual Usage 8 X 6 CAST IRON WATER MAIN REDUCER. ALL MECHANICAL JOINT. CLASS D AWWA C-104, C- EA 256 153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 6 44.0 2& GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. .9t) 4 X 3 IN. CAST IRON WATER MAIN REDUCER MECHANICAL JOINT CLASS D AWWA C-104, C- EA 257 153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 2 GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 6 X 4 IN. MECHANICAL JOINT TAPPING SLEEVE FOR 6 IN. CAST IRON CLASS 150 PIPE. EA 258 MUELLER NO. H-615 TYLER OR APPROVED_ EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 8 6"X6"MECH. JOINT TAPPING SLEEVE FOR CAST IRON CLASS PIPE. MUELLER #H-615 OR EA 259 APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 4 81N X 41N MECHANICAL JOINT TAPPING SLEEVE FOR CAST IRON CLASS 150 PIPE. MUELLER EA 260 NO. H-615 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. TYLER#084235 6 SIN X GIN MECHANICAL JOINT TAPPING SLEEVE FOR CAST IRON CLASS 150 PIPE. MUELLER EA 261 NO. H-615, TYLER #5-14—CI 9.00-9.35 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE 4 I I �j / �j ACCEPTABLE. �-( 101N X 41N TAPPING SLEEVE, MECHANICAL JOINT FOR 10 IN. CAST IRON CLASS 150 PIPE. EA 262 MUELLER H-615 OR APPROVED EQUAL LEAD JOINT WILL NOT BE ACCEPTED. 2 1 / „ l.� 101N X GIN MECHANICAL JOINT TAPPING SLEEVE FOR CAST IRON CLASS 150 PIPE. MUELLER EA 263 NO. H-615, TYLER OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 1 /n f 264 121N X 41N MECHANICAL JOINT TAPPING SLEEVE FOR 12 IN. CAST IRON CLASS 150 PIPE. MUELLER NO. H615 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. EA 1 , 121N X GIN MECHANICAL JOINT TAPPING SLEEVE FOR CAST IRON CLASS 150 PIPE. MUELLER EA 265 NO. H-615, TYLER OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 1 ( W C 16X6" MECH. JOINT TAPPING SLEEVE FOR C.I. CLASS 150 PIPE. MUELLER #H-615 OR EA 266 APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 1 aqw-Q i GIN X 41N TAPPING SLEEVE MECHANICAL JOINT TYPE FOR GIN. CLASS. 150 ROUGH ASBESTOS EA 267 CEMENT. MUELLER NO.619, CLOW F-5207 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE 6 ACCEPTED. GIN X GIN TAPPING SLEEVE MECHANICAL JOINT TYPE FOR GIN. CLASS 150 ROUGH ASBESTOS EA 268 CEMENT. MUELLER NO. H619 OR APPROVED EQUAL. CLOW NO. F5207 LEAD JOINT WILL NOT 1 O n- U.0 BE ACCEPTED. 269 "X4" MECH. JOINT TAPPING SLEEVE FOR 8" ROUGH AC CLASS 50 PIPE. MUELLER NO H-619 EA 4)OV OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. He 79 / „ I �X .270 SIN X GIN TAPPING SLEEVE MECHANICAL JOINT FOR 8 IN. CLASS 150 ROUGH ASBESTOS CEMENT. MUELLER NO. H-619 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. EA 3 $ I 101N X 41N TAPPING SLEEVE MECHANICAL JOINT TYPE FOR 10 IN. CLASS 150 ROUGH EA 271 ASBESTOS CEMENT. MUELLER NO. H-619 OR APPROVED EQUAL. CLOW F-5207 LEAD JOINT 1 j _ I (,(J 1 _ WILL NOT BE ACCEPTED. 02-035/DC.doc Exhibit A Western Industrial ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 22 Iterri # Description U/M Estimated Unit Price Extended Price Annual Usage 121N X 41N TAPPING SLEEVE MECHANICAL JOINT FOR 12 IN. CLASS 150 ROUGH ASBESTOS EA 272 CEMENT. MUELLER NO. H-619 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 1 , 6 273 8 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, G EA 1 111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 274 10 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA EA 1 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2-10"GLANDS, 1- 4-GLAND, 2-10"RUBBER GASKET, 1-4-RUBBER GASKET, 16-3/4 X 4 TEE -HEAD BOLTS WITH NUTS, AND 4-3/4 X 3 112 TEE -HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 275 12 X 6 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER EA 3 GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. I/ 6 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AW WA C-104, CA 53, EA 276 C-111 SPECIFICATIONS.TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 4 1 GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 6 X 6 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C- EA 277 111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 4 / �1 D GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. C.t' 278 8 X 8 IN. CAST IRON MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C-111 EA SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER GASKETS 4 �7 I ` TO BE PACKAGED SEPARATELY WITH EACH ITEM. I t Zj 8 X 61N. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C- EA 279 111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 4 GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. / 7 4 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHIRT BODY CLASS D AWWA C-104, C-153, C- EA 280 111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 1 `7 GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 281 4 IN. E-Z FLANGE WITH 4 SET SCREWS & EZ GASKET. EBBA 1004 FORD UFA 200-C-4 OR APPROVED EQUAL. EA 1 Su( 12 X 12 CAST IRON WATER MAIN TEE. ALL M.J. SHORT BODY. CLASS D AWWA C-104, C-153, C- EA 282 111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2 RUBBER 1 l GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 3/4 IN. CORPORATION STOP; FULL PORT, 3/4 IN. AWWA STANDARD INLET, 3/4 IN. COPPER EA 83 PIPE OUTLET• MUELLER NO. H-15000, JAMES JONES J4500, HAYES NO.4400 FORD 100 NO. F-600-3, MC DONALD UTILITIES. 1 IN. CORPORATION STOP; FULL PORT, 1 IN. AWWA STANDARD INLET. 1 IN. COPPER SERVICE EA 84 H-15000 HAYS NO.4400, FORD NO. F-600-4, JONES NO. J-1500, 1,400 , l MC DONALD NO.4701 O !% 2 IN. CORPORATION STOP. 2 IN. FULL PORT BALL VALVE, MALE IRON PIPE THREAD X MALE EA U ARBON 160 COATED BALL,MUELLER NO. H-9969, HAYS NO.4480, FORD NO. FB-500-7, JONES NO. - 9 7 Li MC DONALD NO. 3131 B OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES.LXPy\- .4 02-035lDC.doc Exhibit A Western Industrial IT6 #035-02/DC, Primary Vendor Contract for Water Department Inventory Page 23 Item # Description U/M Estimated Unit Price Extended Price Annual Usage 2 IN. CORPORATION STOP. 2 IN. FULL PORT BALL VALVE, FEMALE IRON PIPE X MALE IRON EA COATED BALL, MUELLER NO. B-20046 OR H-15015, HAYS NO.4483, FORD NO. FB-1700-7, JONES NO. J-1931, MC DONALD NO.3149 B OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 3/4 IN. CURB STOP: 314 IN. FULL PORT BALL VALVE, FIP X FIP, BRASS, AWWA C-800 EA B TH DIRECTIONS 300 FLUROCARBON COATED BALL; TOP MUST HAVE BLOW O NO. B-20200-3, HAYS NO.4300 WR, FORD NO. B-11-333 WR, JONES NO. J-1900 W LESS STOP, MC DONALD NO.6111 W, APPROVED EQUAL. CURBSTOP MUST BE CAPABLE OF BEING LOCKED WITH A REGULAR PAD LOCK AND THE "F" SERIES BROOKS BARREL LOCK EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 1 IN. CURB STOP; 1 IN. FULL PORT BALL VALVE, FIP X COPPER SERVICE PIPE, BRASS AWWA EA DIRECTIONS, FLUROCARBON COATED BALL, TOP MUST HAVE BLOW OUT PROOF STEM DESIGN. MUELLER NO. B-25166-3, HAYS NO.4302-WR, FORD NO. B-21-444-WR, JONES NO. J- 1901 W LESS STOP, MC DONALD #6111 W OR APPROVED EQUAL.CURBSTOP MUST BE CAPABLE OF BEING LOCKED WITH A REGULAR PAD LOCK AND THE "F" SERIES BROOKS BARREL LOCK. EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 3/4 IN. CURB STOP; 3/4 IN. FULL PORT BALL VALVE, FIP X COPPER SERVICE PIPE, BRASS EA 80 DIRECTIONS; FLUROCARBON COATED BALL, TOP MUST HAVE BLOW OUT PROOF STEM DESIGN. MUELLER NO. B-25166-3, HAYS NO.4302-WR, JONES NO.J-1901W LESS STOP, MC DONALD NO.6102 W LESS CHECK, FORD NO. B-21-333-WR OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 290 2 IN. STANDARD BRASS GATE VALVE 125 POUND PRESSURE. HAMMOND FIG. 606, MATCO 516T08N NIBCO IMPORT BRAND OR APPROVED EQUAL EA 24 ...FLORITE 1 f �i(� 7 & 1 INCH CUR$ STOP; 1 IN. FULL PORT BALL VALVE, FIP X FIP BRASS, AWWA C-800 EA 40 FLUROCARBON COATED BALL. TOP MUST HAVE BLOW OUT PROOF STEM DESIGN. MUELLER NO.13-20200-3, HAYS NO.4300-WR, FORD NO. B-11-444WR, JONES NO. J-1900 W LESS STOP, MC DONALD NO.6111 OR APPROVED EQUAL.CURBSTOP MUST BE CAPABLE OF BEING LOCKED WITH A REGULAR PAD LOCK AND THE "F" SERIES BROOKS BARREL LOCK EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 1 INCH RISER CUTOFF VALVE: 1 INCH BALL VALVE, BRASS AWWA C-800 SPEC WITH EA 4 An APPROVED BY PAUL NOLEN AT WATER UTILITIES. 3/4" RISER CUTOFF VALVE; 3/4" BALL VALVE, BRASS AWWA C-800 SPEC WITH LOCKWINGS, EA 30 - APPROVED BY PAUL NOLEN AT WATER UTILITIES. 294 STANDARD 2 PIECE VALVE BOX AWWA SPECIFICATIONS TO FIT OVER 6 IN. VITRIFIED SEWER PIPE, EAST JORDAN IRON WORKS INC, SIGMA OR APPROVED EQUAL. EA 350 q WESTERN NO.70, 5 L v . 295 STANDARD VALVE BOX LID ONLY FOR WESTERN FOUNDRY VALVE BOX ONLY. MUST FIT A WESTERN NO.70 VALVE BOX. EA 2 ,-� Q 7 QO r'J 1 02-035/DC.doc Exhibit A Western Industrial ITB #035-02IDC, Primary Vendor Contract for Water Department Inventory Page 24 Item # Description U/M Estimated Unit Price Extended Price Annual Usage STANDARD VALVE BOX RISER WITH LID. 1 IN. EXTENSION COMPATABLE WITH WESTERN EA WESTERN NO.3170100 FOR THE LID ...... TRUMBLE OR APPROVED EQUAL flD STANDARD VALVE BOX RISER WITH LID. 2 IN. EXTENSION COMPATABLE WITH WESTERN EA GATE VALVE, 3 IN., FLANGED CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA M & H, DARLING OR CLOW. DD OR RS ACCEPTABLE. WITH ACCESSORIES CONSISTING 8 FLANGED END BOLTS 5/8 X 2-1/2 AND 8 NUTS AND TWO 3" FLANGED END GASKETS TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERICAN AVK COMPANY IS ALSO APPROVED. GATE VALVE, 4 IN., FLANGED CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA 299 STEM 2 IN. OPERATING.NUT ,OPEN TO LEFT COUNTER -CLOCKWISE _AWWA -_C500, 4_ CONSISTING 16 FLANGED END BOLTS 5/8 X 3 AND 16 NUTS AND TWO 4" FLANGED END GASKETS TO BE PACKAGED SEPERATELY WITH EACH ITEM. VALVE MUST BE 9 INCHES FACE TO FACE. AVK 25-100-40 FLG X FLG-4" GATE VALVE, 6 IN., FLANGED CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA 300 STEM, 2 IN. OPERATING NUT, OPEN TO LEFT COUNTER -CLOCKWISE AWWA- C500 M FACE. WITH ACCESORIES CONSISTING OF 16 FLANGED END BOLTS 3/4 X 3 AND 16 NUTS AND TWO 6" FLANGED END GASKETS TO BE PACKAGED SEPERATELY WITH EACH ITEM. GATE VALVE, 3" MECHANICAL JOINT TO FLANGED CAST IRON BODY, BRONZE MOUNTED, EA C500 MUELLER M&H DARLING OR CLOW. DD OR RS. WITH ACCESORIE. CONSIST NG QF 4 T- HEAD BOLTS 5/8 X 2-1/2 WITH NUTS, AND SIDE IS TO INCLUDE 4 BOLTS 5/8 X 2-1/2 WITH NUTS AND ONE 3" FLANGED END GASKET TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERCIAN AVK, TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. 2 IN. BRONZE BALL VALVE WITH RUBBER TRIM OR SEAT, LEVER OPERATED. BALL TO BE EA 302 EITHER FORGED BRASS, CHROME PLATED, OR STAINLESS STEEL. 300 POUND PRESSURE 2 CAPACITY. ROCKWOOD NO.801„NIBCO OR APPROVED EQUAL ✓LAII/ GATE VALVE, 4 IN. MECHANICAL JOINT TO FLANGED, CAST OR DUCTILE IRON BODY, RS OR EA 303 DD NON -RISING STEM 21N. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA 6 1/2, 4 NUTS, THE M.J. RUBBER AND THE M.J. GLAND. THE FLANGE SIDE SHOULD HAVE 8 BOLTS 5/8 X 3 WITH NUTS AND ONE 4" FLANGED END GASKET PACKAGED SEPERATELY WITH EACH ITEM. AMERICAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. GATE VALVE, 6 IN.. MECHANICAL JOINT TO FLANGED CAST OR DUCTILE IRON BODY, EA 2 CLOCKWISE) AWWA - C500, MUELLER, M & H, DARLING OR CLOW. DD OR RS. M.J. SIDE TO INCLUDE 6 T-HEAD BOLTS 3/4 X 3 1/2 WITH NUTS, THE M.J. GLAND AND THE M.J. RUBBER. THE FLANGE SIDE SHOULD HAVE 8 BOLTS 3/4 X 3 WITH NUTS AND ONE 6" FLANGED END GASKET TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERCIAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVES ,AVK25-150-30 MJ X FLG-6" OR APPROVED EQUAL. i 02-035/DC.doc Exhibit A Western Industrial ITB #035-021DC. Primary Vendor Contract for Water Department Inventory Page 25 Item # Description U/M Estimated Unit Price Extended Price Annual Usage 2 IN. FIG. 67S M & H AWWA (I.B.B.M) SCREWED END GATE VALVES W12 IN. SQUARE, EA APP OVED EQUAL. DD OR RS. TO BE MUELLER, M &H, 120 CLOWE, OR DARLING. AMERCIAN AVK COMIANT, VALVES OR APPROVED EQUAL, GATE VALVE, 3 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA - . CKWISE _AWWA- C500, MUELLER, M & H. DARLING OR CLOW. DD OR RS. WITH 8 T-HEAD BOLTS 5/8 X 3 WITH NUTS, TWO 3" M.J. GLANDS AND TWO 3' M.J. RUBBERS TO BE PACKAGED SEPARATELY WITH EACH ITEM. AMERICAN AVK COMPANY TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. GATE VALVE, 4 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA 24 en C500, MUELLER, M & H, DARLING, CLOW AMERICAN AVK COMPANY, TYLER DRS 250, OR APPROVED EQUAL. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 8 THEAD BOLTS 3/4 X 3 1/2 WITH NUTS, TWO 4" GLANDS, AND TWO 4" M.J. RUBBERS TO BE PACKAGED SEPERATELY WITH EACH ITEM. 0 GATE VALVE, 6 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON STEM, 2 IN. OPERATING NUT, OPEN TO LEFT AWWA- EA 30 06 I -RISING (COUNTER -CLOCKWISE) Xi '5/ f v V X 3 1/2 WITH NUTS, TWO 6" M.J. GLANDS AND TWO 6" M.J. RUBBERS TO BE PACKAGED SEPERATELY WITH EACH ITEM.AMERICAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. GATE VALVE, 8 IN.. MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA C500, MUELLER, M & H. DARLING OR CLOW. DD OD RS WITH ACCESSORIES CONSISTING OF 12 TEE HEAD BOLTS 3/4 X 4 WITH NUTS, TWO 8" M.J. GLANDS AND TWO M.J. RUBBERS TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERCIAN AVK COMPANY, TYLER DRS 250 REILIENT SEAT GATE VALVES. AVK-25-200-00 MJ X MJ-8" OR APPROVED EQUAL. GATE VALVE, 10 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA 310 NON -RISING STIIIEM, 2 IN. OPERATING NUT , OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- 4 16 T-HEAD BOLTS 3/4 X 4 WITH NUTS, TWO 10" M.J. GLANDS AND TWO 10" M.J. RUBBER TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERCIAN AVK COMPANY, TYLER DRS 250 REILIENT SEAT GATE VALVES OR APPROVED EQUAL. TAPPING VALVE, 4 IN. MJ, CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA MUELLER, M&H, DARLING OR CLOW. DD OR RS W/ FULL OPENING ACCESSORIES CONSISTING OF 8 BOLTS 5/8 X 3 WITH NUTS, AND 1 FLANGED END GASKET ON THE TAPPING SIDE. THE M.J. SIDE SHOULD HAVE 4 TEE -HEAD BOLTS 3/4 X 3-1/2 WITH NUTS, ONE 4" M.J. GLAND AND ONE 4" M.J. RUBBER. ALL ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. I.D. OF VALVE MUST BE AT LEAST 4". AMERICAN AVK COMPANY IS ALSO APPROVED TYLER DRS 250 REILIENT SEAT GATE VALVES IS ALSO APPROVED MUELLER T236016... M&H 4751-01 02-035/DC.doc Exhibit A Western Industrial Page 26 IT81/035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Unit Price Extended Price Annual Usage TAPPING VALVE,6 IN. MJ, CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA MOH, DARLING OR CLOW. DD OR RS WITH ACCESSORIES CONSISTING OF 8 BOLTS 3/4 X 3 WITH NUTS, AND ONE 6" FLANGED END GASKET ON THE TAPPING SIDE. THE ACCESSORIES ON THE M.J. SIDE SHOULD INCLUDE 6 T— HEAD BOLTS 3/4 X 31/2 WITH NUTS, ONE 6" M.J. GLAND AND ONE 6" M.J. RUBBER. ALL ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERICAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVE OR APPROVED EQUAL. TAPPING VALVE,8 IN MJ, CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA 2 MOH, DARLING OR CLOW. DD OR RS W/FULL OPENINGTAPPING SIDE TO INCLUDE 8 NUTS AND 8 BOLTS 314 X 3-1/2, AND 1 FLANGED END GASKET. M.J. SIDE TO INCLUDE 6 TEE -HEAD BOLTS 314 X 4 AND 6 NUTS,1 M.J. RUBBER, AND 1M.J. GLAND. ALL ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. AMERICAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVES MUELLER OR APPROVED EQUAL TAPPING VALVE, 10 IN. MJ, CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING EA 314 STEM, 2" OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA-0500, MUELLER, 14 I 1-1/2 WITH NUTS AND ONE 10" FLANGED END GASKET ON THE TAPPING SIDE. THE ACCESSORIES ON THE M.J. SIDE SHOULD BE 8 T-HEAD BOLTS 3/4 X 4 WITH NUTS, ONE 10" M.J. GLAND AND ONE 10" M.J. RUBBER. ALL ACCESSORIES SHOULD BE PACKAGED SEPERATELY WITH EACH ITEM. 121N. MECHANICAL JOINT TAPPING VALVE. MUELLER NO.H-667 OR APPROVED EQUAL. TO BE EA 315 D i COMPANY IS ALSO APPROVED TYLER DRS 250 REILIENT SEAT GATE VALVES IS ALSO APPROVED TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 12 BOLTS 7/8 X 3 1/2 WITH NUTS AND 1 FLANGED END GASKET ON THE TAPPING SIDE. THE MJ SIDE SHOULD HAVE 8 TEE -HEAD BOLTS 3/4 X 4 WITH NUTS AND 1-12" MJ GLAND AND 1-12" MJ RUBBER. ALL ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 316 3/41N TEFLON TAPE MSDS SHEETS MUST BE PROVIDED WITH EACH SHIPMENT. EA 100 0.70 70 , 01) 317 112 - TEFLON TAPE MSDS SHEETS MUST BE PROVIDED WITH EACH SHIPMENT EA 50 .50 � � . t D 'PRICE: F.O.B. City of Lubbock "Days After Receipt of Order (ARO) 4q I,'1o1. -30 02-035/DC.doc