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HomeMy WebLinkAboutResolution - 2002-R0275 - Contract For Water Department Inventory - Benmark Supply Company, Inc. - 07_11_2002Resolution No. 2002-RO275 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 Benmark Supply Company, Inc. of Midland, 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 11th ATTEST: C-Q4 Rebecca Garza, City Secretar APPROVED AS TO CONTENT: Victor Kilman, rchasing Manager APPROVED AS TO FORM: r"& 1411-� William de Haas Contract Manager/Attorney gs/ccdocs&/cityatt/Contract-Benmark Supply Co.res July 1, 2002 day of July , 2002. 'A.. PRIMARY VENDOR CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK 2 E Resolution No. July 11, 2002 Item No. 31 2002-RO275 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 BenMark Supply Company Inc.., a Texas corporation, whose principal place of business is located at 1101 S. Garfield, Midland, 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. S k � ARTICLE II COMPENSATION Contractor shall be paid in accordance with their bid submitted on March 19, 2002 for ITB #035-01/DC. 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. 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. 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. ARTICLE VII INSURANCE A. General. Contractor shall procure and carry, 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 no1100 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 no1100 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. ARTICLE VIII 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 nealiiaence is the sole or contributory cause of the resultant iniury. death, or damage. 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. ARTICLE XH 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: BenMark Supply Company, Inc. ATTN- John Reinert, Vice President 1101 S. Garfield Midland, Texas 79702 Telephone: (915) 682-6584 Facsimile: (915) 682-4110 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. ARTICLE XHI 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. EXECUTED as of the Effective Date hereof. CITY OF LUBBOCK MARC MCDOUGAWMdAYOR ATTEST: +REF3C('AQGARZA CITY SECRETARY APPROVED AS TO CONTENT: Victor Kilman Purchasing Manager APPROVED AS TO FORM: Gam- William de Haas Contracts Manager/Attorney '55Q KAactK- S-ippt-YC,o. ------------------------------INC . By: L2o-L -- 1 L Title: Exhibit A BenMark Supply Co., Inc. Page 1 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description UIM Estimated Unit Price Extended Price Annual Usage 4 IN CLAY X 4 IN PLASTIC NON SHEAR SEWER ADAPTER COUPLING, NON SHEAR COUPLINGS 2 FOR WASTE WATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 12 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLAS. MOD.DFW02 �9 y� 44NS OR APPROVED EQL. 1 `l t `l 6 IN. VCT SEWER TILE, PEP (PLAIN END PIPE) WITH PLASTIC COUPLING INCLUDING GASKET. SEW120 ER TILE COMES IN 5FT NOMINAL LENGTHS. 6 IN Cl/PVC X 6 IN Cl/PVC NON SHEAR SEWER ADAPTER COUPLING.NON SHEAR COUPLING DED UNIT CONSISTING OF A FIBERGLASS INSERT EA 15 SUR-ROUNDED BY ELASTOMERI V . STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS, DFW PLAS.MODEL DFW56- 1 13 �'� 66NS OR APPROVED EQL. Imo! 6 IN CLAY X 6 IN CLAY NONSHEAR SEWER ADAPTOR COUPLING, NONSHEAR COUPLING FOR 5 WASTEWATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 5 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL A r DFW01-66NS OR APPROVED EQUAL 1 � 6 IN CLAY X 61N Cl/PVC NONSHEAR SEWER ADAPTER COUPLING NON SHEAR COUPLINGS FA 20 SURROUND-ED BY ELASTOMREIC PVC. THE COUPLING SHALL BE SUPPLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL 13 DFW02-66NS OR APPROVED EQUAL 1 `� 8 IN CLAY X 8 IN CLAY NONSHEAR SEWER ADAPTER COUPLING. NONSHEAR COUPLING FOR WASTEWATER LINES SHALL A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 1 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL ht , ` DFW01-88NS OR APPROVED EQUAL / 'mil 8 IN CLAY X 8 IN Cl/PVC NONSHEAR SEWER ADAPTER COUPLING NONSHEAR COUPLING FOR 8 WASTEWATER LINES SHALL BE A MOULDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 20 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL SCREWS. DFW PLASTICS MODEL DFW02-88NS OR APPROVED EQUAL 81N Cl/PVC X 81N Cl/PVC NONSHEAR SEWER ADAPTER COUPLING NONSHEAR COUPLING FOR 9 WASTEWATER LINES SHALL BE A MOLDED UNIT CONSISTING OF A FIBERGLASS INSERT EA 6 U PLIED WITH 301 STAINLESS STEEL STRAPS AND 304 STAINLESS STEEL 56-88NS OR APPROVED EQUAL. 02-035/DC.doc Exhibit A Ben -Mark Supply Co., Inc. Page 2 ITB #035402/DC, Primary Vendor Contractfor Water Department Inventory 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 UPI G SHALL BE SUPPLIED WITH 301 %STAINLESS EA: 1 STEEL STRAP AN 3 DFW56-44NS OR APPROVED EQUAL. 1�, R 1 V NAI 10"SEWER PIPE ADAPTER (OR FLEX COUPLING OR CT ADAPTER --ALL THE SAME) CLAY PIPE 12"SEWER PIPE ADAPTER (OR FLEX COUPLING OR CT ADAPTER --ALL THE SAME) CLAY PIPE 1 SWIVEL X SOLID ADAPTER 6 " DIAMETER X 13" LAY LENGTH--TYLER 45-198-6X13 OR "1 0 J v OQ J low 21 1 IN. TYPE K COPPER SERVICE PIPE IN 60 FT. ROLLS, FT 10,800 13 %-t T3 PIPE SIZE 3/4" I.D. 0.824" WALL THICKNESS 0.060" NUMEX PE3408... NUMEX SDR-9 OR 02-0351DC.doc Exhibit A BenMark Supply Co., Inc. Page 3 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory 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 25 DIAMETER SHALL BE MADE OF COMPOUNDS CONFORMINGTO MATERIAL REQUIREMENTS OF FT 1,000 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 t 4y Z Of L1 L..) L A, Zt% 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 DIAMETER SHALL BE MADE OF COMPOUNDS CON FORMINGTO.MATERIAL REQUIREMENTS OF FT 3,300 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 j °I� l C- 3 0-7 • z 4 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 27 DIAMETER. SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST REVISIONS OF ASTM F- FT 1,700 679 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 28 SDR 26,160 PSI, IRON PIPE SIZE DIAMETER. PIPE SHALL BE JOINTED WITH AN INTEGRAL BELL AND SPIGOT. GASKETS SHALL CONFORM TO ASTM F-477. GASKET SHALL BE INSTALLED IN FT 1,200 i '7j�, 1"1 ` (p i Q , OLi 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 INCH 29 DIAMETER. SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST REVISIONS OF ASTM F- FT. 100 679 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 3 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. 4 IN SDR 26 PVC PRESSURE PIPE IPS. PVC ( PRESSURE RATED) PIPE SHALL CONFORM TO 30 THE REQUIREMENTS FOR SDR 26,160 PSI, IRON PIPE SIZE DIAMETER. PIPE SHALL BE JOINTED WITH AN INTEGRAL BELL AND SPIGOT. GASKETS SHALL CONFORM TO ASTM F-477. FT : 1,200 61. Y% IC LA L4 Z.O O f3 , 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. 02-0351DC.doc Exhibit A BenMark Supply Co., Inc. Page 4 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description UIM Estimated Unit Price Extended Price Annual Usage 4 IN. C-900 PVC PIPE POLYVINYL CHLORIDE (PVC) PIPE SHALL BE MANUFACTURED IN 31 ACCORDANCE WITH AWWA C-900 SPECIFICATION AND SHALL BE PRESSURE CLASS 150 PSI. FT 14,000 BELL AND(GOT JOINTIT PIPE SHALL BE FUNISHEDCONFORMING T©3 THE 5h TO ABO EITH SPECIF CATION. SPIGOT ENDS HALBBE BEVELED AND `L4 , 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 LUBE, 1 QUART PER 20 JOINTS. LURE SHALL BE SUITABLE FOR POTABLE WATER USE. 6 IN C-900 PVC PIPE... POLYVINYL CHLORIDE ( PVC) PIPE SHALL BE MANUFACTURED IN 32 ACCORDANCE W/ AWWA C-900 SPECIFICATION & SHALL BE PRESSURE CLASS 150 PSI. PIPE FT 3,600 SHALL BE FURNISHED W/ BELL & SPIGOT JOINT W/ RUBBER GASKETJOINT CONFORMING TO THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED &REFERENCE MARKED TO �GI�O•��IL �%, DS 2 �� 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 FT 4,200 33 ACCORDANCE WITH AWWA C-900 SPECIFICATION AND SHALL BE PRESSURE CLASS 150 PSI. PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET JOINT CONFORMING TO THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED AND goo, 31 j L4 -49 3, O Z 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 FT 2,800 34 ACCORDANCE WITH AWWA C-900 SPECIFICATION AND SHALL BE PRESSURE CLASS 150 PSI. PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET JOINT S ,y� W3 L4 S, Ny CONFORMING TO THE ABOVE SPECIFICATION. SPIGOT ENDS SHALL BE BEVELED AND �� r REFERENCE MARKED TO FACILITATE JOINING AND INSURE PROPER SEATING DEPTH. JOINTS SHALL BE 20 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 FT 100 35 ACCORDANCE WITH AWWA C-900 SPECIFICATION AND SHALL BE PRESSURE CLASS 150 PSI. PIPE SHALL BE FURNISHED WITH BELL AND SPIGOT JOINT WITH RUBBER GASKET 30 ` co p`y �� 30 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 FT 14,000 36 REQUIREMENTS FOR SDR 41, 100 PSI PVC PIPE. THE PIPE SHALL BE JOINTED WITH AN INTEGRAL BELL AND SPIGOT. GASKETS SHALL CONFORM TO ASTM F-477 GASKET SHALL BE SHALL BE DELIVERED WITH LUBE, 1 QUART PER 12 JOINTS. LUBE SHALL BE SUITABLE FOR POTABLE WATER USE. 37 2" SCHEDULE 80 PVC PIPE, FOR POTABLE WATER USE FT 200 y'1,10 CIL4 . t4 O 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 5 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory item# Description U/M Estimated Annual Usage Unit Price Extended Price GASKET LUBE--FOR USE IN ASSEMBLING GASKETED PLASTIC AND AC PIPE. SUITABLE FOR iG SOAP IS OK PER JAMES FERGERSON MSDS SHEETS MUST BE PROVIDED WITH EACH SHIPMENT. QUART SIZE..... IPS 787TYLER PIPE SOAP. ' 39 1/2 PINTS, WATERPROOF PIPE JOINT COMPOUND. HARVEYS TFE PASTE. DO NOT SUBSTITUTE. MSDS SHEETS MUST BE PROVIDED WITH EACH SHIPMENT. EA 72 14 -0 40 41N PVC COUPLING SXS EA 94 43 2X3/4 GALV RED BUSHING EA 10 Z • y 5 48 11N. X 3/41N. AWWA BRASS BUSHING. CORPORATION STOP THREADS FORD# BBAA-43, MUELLER# H-10036 EA 25 1, cl rj U f3 . -I S 52 1 1/21N GALVANIZED COUPLING. TOTAL INSIDE TO 13E THREADED. EA 5 2, 0 3 53 2 IN. GALVANIZED COUPLING. TOTAL INSIDE TO BE THREADED. EA 10 2.11(0 2 C1 \0 0 54 21N. COPPER COUPLING SOLDER JOINT EA 40 2.11 OIL) ,,8 p 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 6 ITB #035-02/13C, Primary Vendor Contrail for Water Department Inventory Item # Description U1M I Estimated Annual Usa e Unit Price Extended Price 55 3/4 IN. BRASS COUPLING. TOTAL INSIDE TO BE THREADED. EA 30 2 I � 3 3 3q .cl C) 56 1 IN. BRASS COUPLING. TOTAL INSIDE TO BE THREADED. EA 40 2 . O 1 goo.-1 l) 57 2 IN. BRASS COUPLING. TOTAL INSIDE TO BE THREADED. EA 40 7 0 -4 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 NO. 227-047007-000, POWERSEAL #3122-4B-8 OR APPROVED EQUAL NOTE: TAPER GASKET ONLY FORD F2-557-7.5 61N. X 121N. FULL CIRCLE REPAIR CLAMP. BOLTS TO BE LOW ALLOY AND NOT LESS THAN SMITH-BLAIR SUPER RANGE NO.227-069012-000, FORD FS2-764X12.5 OR EQUAL TO BE APPROVED BY WATER DEPT ENGINEER. NOTE:TAPER GASKET ONLY. 81N. X 121N. FULL CIRCLE DOUBLE BAND REPAIR CLAMP BOLTS TO BE PLATED OR LOW ALLOY 8.99-9.79. ROCKWELL # 227-090512-000, JCM # 102-0905-12 FORD F2-979-12-5 OR APPROVED EQUAL. 101N. X 151N. FULL CIRCLE REPAIR CLAMP FOR CLASS 150 PIPE. OUTSIDE DIAMETER 11.04- APPROVED BY WATER DEPT ENGINEER. 21N. FULL CIRCLE REPAIR CLAMP. 21N. X 7-1/21N. O. D. 2.35-2.63. ROCKWELL NO. 22600023807- 2-1/41N. FULL CIRCLE REPAIR CLAMP. O.D. 2.70-3.00. JCM #101-275-7 ROCKWELL NUMBER 7.5" 2 IN. REDI REPAIR CLAMP. O.D. 2.35-2.50. SMITH-BLAIR CAT. NO.245-0238-0300 JCM 110-0238- 21N. X 3/41N. SERVICE SADDLE, SINGLE STRAP, DUCTILE IRON BODY, TAPPED 3/4" AWWA PIPE. CLAMP TO HAVE NEOPRENE GASKET. STRAP TO BE PLATED. O.D. RANGE 2.35 TO 2.56 ROCKWELL NO, 311-026607-000, JCM #401-0238X07 OR APPROVED EQUAL. 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 7 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory 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" STANDAR Tz, CAST IRON PIPE, 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 FMFZNT t 32 PIPE. CLAMP TO HAVE NEOPRENE GASKET. O.D, RANGE 3.74 TO 4.55 ROCKWELL NO. 311- 045507-000 OR APPROVED EQUAL. 31N. X 11N. SERVICE SADDLE, DUCTILE IRON BODY, SINGLE STRAP, TAPPED 1" AWWA FA 72 MAWWOUAS 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 TO HAVE NEOPRENE GASKET. STRAPS TO BE PLATED. O.D. RANGE 4.74 TO 5.63 ROCKWELL 4 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 CLASS 150 ROUGH BARREL ASBESTOS CEMENT PIPE, CLASS 150 DUCTILE IRON PIPE AND 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 TO " B SOS CEMENT PIPE. CLAMP TO HAVE EA 30 NEOPRENE A . JIJ 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. CLAM TO NAVE NEO R NE G EA 8 EQUAL. 10 IN. X 1 IN. SERVICE SADDLE SHALL HAVE A DUCTILE IRON BODY, SINGLE STRAP AND APPROVEDMATERIAL, GASKET. STRAP SHOULD BE CORROSION RESISTANT. SADDLES TO BE USED ON CLASS 150 ROUGH BARREL ASBESTOS CEMENT PIPE, CLASS 150 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. 77 EA, 8 ip TO B LA PT , .D. RA EQUAL. 12" X 1" REPAIR SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 1" AWWA ROCKWELL NO.331-143809-000-SMITH-BLAIR 331 OR APPROVED EQUAL. 3" X 2" SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP TAPPED 2" IRON PIPE 4.55 ROCKWELL NO. 313-045514-000 OR APPROVED EQUAL. 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 8 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory 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 ITT Ru1,rVV=Lr1qU."JTr� 101009-000„POWERSEAL #3413 8'X1' CC. OR APPROVED EQUAL. 16" X 2" SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STRAP, TAPPED 2" IRON PIPE 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 O.D. RANGE 17.40 TO 18.88 ROCKWELL NO.313-188809-000 OR APPROVED EQUAL. CAST FLEXIBLE COUPLING FOR 2 IN. CAST IRON PIPE WITHOUT PIPE STOPS. DIAMETER S ION. BOLTS TO BE A MINIMUM OF 5/8 IN. DIAMETER EA 72 o p AND TO BEWALL 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. 2.881N. O.D. COUPLING TO HAVE CAST IRON SLEEVE. BOLTSTO 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. 85 CAST FLEXIBLE COUPLING.FOR 31N. CLASS 150 MACHINED END ASBESTOS CEMENT PIPE O.D. EA 12 ALLOY DUET SOIL CONDITION. MITH-BLAIR N . 441-0396-900, P WERSEAL 3501-38 OR APPROVED EQUAL OD RANGE 3.80-3.96 86 CAST FLEXIBLE COUPLING WITHOUT PIPE STOP FOR 3 IN. CLASS 150 ROUGH BARREL ASBESTOS CEMENT PIPE. PIPE OUTSIDE DIAMETER 4.131N. SLEEVE TO BE CAST IRON. EA 4 CONDITION. SMITH-BLAIR NOACM-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. 3/41N. X 31N. GEE BRASS COUPLING FOR 3/41N. TYPE K COPPER PIPE OR APPROVED EQUAL. 89 3/41N. X 51N. BRASS COUPLING FOR 3/41N. TYPE K COPPERPIPE. GEE OR APPROVED EQUAL. EA 180 5 J4 1 q 13LA 90 1/2 IN. GEE COUPLING FOR 112 IN. TYPE K COPPER PIPE. MIDLAND MFG OR APPROVED EQUAL. EA 4 Z.36 q,Zo 91 1X3 BRASS GEE COMPRESSION COUPLING FOR COPPER TUBING. DRESSER STYLE 88 BRASS, MIDLAND METAL 973-177 OR APPROVED EQUAL. EA 20 3 Gi ko . ao 92 1 IN. X 5IN. COMPRESSION COUPLING FOR 11N. COPPER TUBING. DRESSER STYLE 88 OR APPROVED EQUAL. MIDLAND METAL BRONZE COMP 973-195 1" X 5". EA ' 160 6. 4ko 02-035fDC.doe Exhibit A BenMark Supply Co., Inc. Page 9 ITB 0035-0?1DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usa e Unit Price Extended Price 93 CAST FLEXIBLE COUPLING FOR 81N. CLASS 150 ROUGH BARREL ASBESTOS CEMENT PIPE. PIPE O.D. 9.40. SLEEVE TO BE CAST IRON. BOLTS TO BE A MINIMUM OF 5/8 IN, DIAMETER EA 1 POWERSEAL 3501-8C CAST FLEXIBLE COUPLING WITHOUT PIPE STOP. TO BE USED ON 8" CLASS 150 ROUGH EA 2 SLEEVE. BOLTS TO BE A MIN OF 5/8" DIAMETER AND LOW ALLOY DUE TO SOIL NDIT MUELLER CAT NO H1020-924 ....501-9.31-9.50X5" OR APPROVED EQUAL. CAST FELXIBLE COUPLING FOR 61N. CLASS 150 CAST IRON PIPE. PIPE O.D. RANGE 6.90 TO 90 LOW ALLOY DUE TO SOIL CONDITION. CLOWE NO. 3503-6 JCM 2100690... FORD FC 2A-720-720 OR APPROVED EQUAL. 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 5/81N DIAMETER & TO BE LOW ALLOY DUE TO SOIL EA 30 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- CAST COUPLING FOR 12 IN. CLASS 150 CAST IRON PIPE. O.D. 13.20 IN., SLEEVE TO BE CAST SMITH-BLAIR NO.441-1350 FORD FC1 13.20 OD OR APPROVED EQUAL. INSULATING GASKET FOR 3/4 IN. COPPER PIPE. SMITH-BLAIR NO. 30640-075. JCM 225-0105- 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 SOIL CONDITION. SMITH BLAIR #441-1550-900 OR EQUAL TO BE APPROVED BY WATER DEPT. ENGINEER. 102 2X5 IN (OD 2.13) BRASS GEE COUPLING FOR COPPER PIPE EA 20 q �p 16 IN. COUPLING FOR CAST IRON PIPE. O.D. RANGE TO BE 17.40 TO 17.80 SMITH BLAIR NO. 02-035/DC.doc 4�- Exhibit A BenMark Supply Co., Inc. Page 10 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usa e Unit Price Extended Price 107 2 IN. COPPER 90 DEG. ELL. EA 120 r Q -1 L4 G Z . LA 0 108 3/4 IN. BRASS 90 DEG. ELL EA : 20 ) , 5 5 31 0 10 109 1 IN. BRASS 90 DEG. ELL. EA 8 2 - Y1 ( a . II Z 110 2" BRASS 90 DEG. ELL. EA 20 1 .—) i— 15�-1.1-1d 113 21N 90D COPPER STREET ELBOW EA 45 Lo . ► 5 ?--1 ko •, S 114 3/4 IN. STRAIGHT METER COUPLING. 2-1/21N. IN LENGTH. SHALL BE MACHINED INSIDE AND OUTSIDE. JAMES JONES J-130, MUELLER H-10890 , OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 500 2. SlD ) Z '8p , CIO 115 3/41N. 90 DEGREE METER COUPLING. JAMES JONES NO. J-132 OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 100 3,301 3 3c'li . Oo 116 MUST BEAIGHT METER COUPLING. APPRO APPROVED BY PAUL NOLEN AT LER NO. WATER R APPROVED EQUAL. EQUAL WATER UTILITIES. EA 800 3 �� 117 1 IN. X 3-1/2 IN. LONG METER COUPLING STRAIGHT. JAMES JONES J-130 OR APPROVED EQUAL.1 IN. WATER METER COUPLING (METER SPUD) 3 1/2 LONG, STRAIGHT, IRON PIPE EA 1,500 N J-130.FORD C-38-44-3.5 ALL OTHERS MUST BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 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 WATER UTILITIES. EA 200 3, O� (o l t 24 IN. STANDARD MANHOLE LID —WESTERN #40 MARKED SEWER. DO NOT SUBSTITUTE-.( 23-1/21N NO. 5 SEWER MANHOLE LID AS MANUFACTURED BY TAYLOR FOUNDRIES PRODUCT N 241N, STANDARD MANHOLE RING. WESTERN IRON WORKS #40 JORDAN IRON WORKS #20402 iL 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 11 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Description U/M Estimated Annual Usage Unit Price Extended Price E METER BOX SHALL BE ROUND WITH A TAPERED BODY BEGINNING AT THE TOP 14 1/2" TO 16" OUTSIDE DIAMETER WITH A HEIGHT EQUAL TO 18". THE METER BOX SHALL BE A BROOKS PRODUCTS 2200 SERIES COMPLETE WITH A SNAP SOLID COVER OR ITS APPROVED E UAL EA 2,000 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 FACI 132 11/051/2 GALVANIZED NIPPLE EA 10 0. C)• y 0 134 11/2X21/2 GALVANIZED NIPPLE EA 150 J. to �a qq , 00 136 1 1/2 X 3 1/2 GAL NIPPLE EA 180 Q. f3 Iij 1 y f , GAD 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 12 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description Ulm Estimated Annual Usage Unit Price Extended Price 138 11/2X41/2 GALVANIZED NIPPLE EA 30 aoo3 r Z e y 0 140 11/2X51/2 GALVANIZED NIPPLE EA 5 1 , 1 3 .5. tw 5 145 2X31/2 GALVANIZED NIPPLE EA 10 , O 5 M . S 0 146 2X41/2 GALVANIZED NIPPLE EA 6 `1. LI ' 147 2X5 GALVANIZED NIPPLE EA, 6 I , (4 1 y =440- 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 13 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usage Unit Price Extended Price 154 1-1/2 BRASS PLUG EA 4 EA 156 2X3/4 GALVANIZED BELL REDUCER EA 2 157 2X11/2 GALVANIZED BELL REDUCER EA 8 z '3 •3 , �o b 158 5/8 X 3/4 IN. METER RESETTER OR 14118-7 OR EQUAL. JCM V42-7W VALVE TO HAVE LON OCK WING. TH VALVE. 7FOR FORD MUELLER NO. H- EA 10 2Lc b S 159 518 X 314 IN. METER RESETTER WITH VALVE 91N. IN HEIGHT. MUELLER NO. H-14116 OR MCDONALD SERIES V1342-9WR EA 14 p Gi S 31"X1" 160 METER RESETTER OR RELOCATION WITH VALVE OR APPROVED EQUAL. VALVES O HAVE PADLOCK WINGO IN. HIGH. MUELLER NO.8-24118E EA 20 Li ('V. ► a 3S. o� 161 3/41N. ANGLE APPROVED EQUAL. VALVES FOR IRON PIPE, WITH PAD LOCK WING. MUELLER CAT. NO. H-14265 OR EA 10 g -7 g1.'l o 162 EQUAL. WATER METER RESETTER WITHOUT VALVE. FORD NO. RF-6-13X13 OR APPROVED EA . 1 Z 35 `AS 2 3 5 •cN S3 163 EQUAL. WATER METER RESETTER WITHOUT VALVE. FORD NO. RF-66-18X13 OR APPROVED EA 1 25 0 10 -7 50. 1 c> 164 21N. WATER METER RESSETTER WITHOUT VALVE. FORD NO.47-15 ....MCDONALD2 X 15 X 17 OR APPRIVED EQUAL. EA 1 218. 0 6 2-7 1 165 2 IN. WATER METER RESETTER WITHOUT VALVE. FORD NO.47-18 OR APPROVED EQUAL, EA 4 Zto 3,`1 S I o S 3. b Q EA 167 3/4 BRASS TEE EA 10 1Ja"i kO ,c1 t7 168 1IN BRASS TEE EA 5 3 -00 S .O0 169 I IN. COPPER PIPE THREAD CONNECTOR. JAMES JONES J-1535 IRON PIPE MUELLER, MACDONAOLD N. OUTSIDE OR EA 16 S • z 8LA 3 -2. 1 IN. FEMALE FLANGE UNION. COPPER TO INSIDE IRON PIPE THREAD, MUELLER H15450 OR 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 14 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description UIM Estimated Unit Price Extended Price Annual Usa e 171 1 IN. TWO PART UNION COPPER TO COPPER. HAYS NO.5610 OR EQUAL. EA 10 w _99 tpq ,CA O 172 3/41N. 90 DEG. BRASS ADAPTERS, MALE IRON PIPE THREAD TO COPPER SERVICE PIPE EA�y 200 00 COUPLING. JAMES JONES J-1550, MUELLER H-15530„MCDONALD 4779M ,,,FORD L-28-33 OR U .(4 3 w6, APPROVED EQUAL. EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. 173 2 IN. FEMALE COPPER SOLDER JOINT TO 2 IN. MALE IRON PIPE ADAPTER. EA 100 � LA <�ocl L4�0 .G) O 174 2 IN. FEMALE COPPER SOLDER JOINT TO 2 IN. FEMALE IRON PIPE ADAPTER. EA 140 S • �35 $ Z 3 . Z O EA 176 2 IN. BRASS METER FLANGE, GRINELL, MIDLAND METALS OR APPROVED EQUAL. EA 40 1 S • 1 S (.D c)(0. d 0 177 314 IN. BRASS 3 PART UNION. MUELLER NO. H15400 FORD C22-33 OR APPROVED EQUAL. EA 12 5 . V 4 ko Z , f3 e) 178 I - THREE PART UNION COUPLING. JAMES JONES J1528 OR APPROVED EQUAL. EA 30 b Z 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. 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 181 THREADS. TO BE USED ON 2-1/2 IN. CAST IRON PIPE. CLAMP TO HAVE NEOPRENE GASKET. 8 2.91 61N X 4iN GXGXG PVC COMBINATION TEE/WYE FITTINGS SHALL BE MADE FROM VIRGIN PVC EA 182 COMPOUNDS CONFORMING TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL 24 CLASSIFICATION 12454-8. FITTINGS SHALL MEET REQUIREMENTS OF ASTM D 3034. FITTINGS tv SHALL BE COMPATIBLE WITH SDR-35 GRAVITY SEWER PIPE AND SHALL NOT DEFLECT MORE 13 3 BED ND L ADED IN MANE GA A HAULUtU 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. 02-035/DC.doc -14 Exhibit A BenMark Supply Co., Inc. Page 15 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Unit Price Extended Price Annual Usage 41N PVC PIPE PLUG - FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING EA 183 TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. FITTINGS 10 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 N N QJOADED IN THE BE MOLDED OR EXTRUDED AND SPLICED FROM HIGH GRADE PR 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. 61N PVC PIPE PLUG FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING EA 184 TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. FITTINGS 20 SHALL MEET REQUIREMENTS OF ASTM D 3034. FITTINGS SHALL BE COMPATIBLE WITH SDR- N I N 35 GRAVITY SEWER PIPE AND SHALL NOT DEFLECT MORE THAN THE PIPE WHEN BEDDEDAND I I LOADED IN I H 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. 81N PVC PIPE PLUG FITTINGS SHALL BE MADE FROM VIRGIN PVC COMPOUNDS CONFORMING EA 185 TO MATERIAL REQUIREMENTS OF ASTM 1784, CELL CLASSIFICATION 12454-B. FITTINGS 2MEOW N 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. 8 IN.X 20 IN. FULL CIRCLE REPAIR CLAMP--O.D. RANGE 8.99 TO 9.79—ROCKWELL NO.227- EA ENGINEER. EA A 8 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION EA 188 AGAINST THE PIPE BARREL TO PREVENT SEPARATION OF THE JOINT. THE GLAND SHALL BE 4 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANFACTURED BY EBBA IRON, INC. OR AN APPROVED EQUAL. A 6 IN MECHANICAL JOINT RESTRAINING GLAND WHICH IMPARTS A WEDGING ACTION EA 189 AGAINST THE PIPE BARREL TO PREVENT EPARATION OF THE JOINT. THE GLAND SHALL BE 30 At JOINT HALL BE SET WITH TWIST -OFF NUTS TO INSURE PROPER 1-01INKI - 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 BenMark Supply Co., Inc. Page 16 ITB 4035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usage Unit Price Extended Price 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 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE EA 10 HEAD NUTS FOR FUTURE REMOVAL. THEY SHALL BE DUCTILE IRON, AND SHALL BE MEGALUG AS MANUFACTURED BY EBBA IRON, INC., OR FORD UFR-140O-D-4 OR AN APPROVED EQUAL. TO BE USED ON CAST IRON. 191 4" X 3/4" SERVICE SADDLE SHALL HAVE A DUCTILE IRON BODY,DOUBLE STRAP AND TAPPED 3/4" AWWA CORPORATION STOP THREADS. CLAMP TO HAVE A NEOPRENE, OR OTHER EA 24 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"X1"DOUBLE STRAP SERVICE SADDLE, DUCTILE IRON BODY TO BE TAPPED 1" AWWA STOP THREADS. TO BE USED ON 4" CLASS 150 PIPE. CLAMP IS TO HAVE A EACORPORATION 700 L192 NO, 313-056309-000 OR APPROVED EQUAL. EA 194 4" SDR 35 SEWER CAP:: ASTM D3034 WITH GASKET EA 3 EA LED LIBEEXIBLE SADDLE TEE FOR SEWER TAPS THE SADDLE SHALL BE A FLEXIBLE SADDLE TO ON SEWER LINES UP TO 121N INSIDE DIAMETER. TO BE MANUFACTURED OUT OF OMETRIC POLY VINYL CHLORIDE WITH MOLDED INSERTS AND A SKIRT TO AID IN THE EA 432 CONNECTIONS. ALL MATERIALS SHALL BE TOTALLY RESISTANT TO CORROSION. INLET RANGE SHALL INCLUDE BOTH SDR 35 AND SCH 40. 197 6" FLEXIBLE SADDLE TEE FOR SEWER TAPS THE SADDLE SHALL BE A FLEXIBLE SADDLE TO BE USED ON SEWER LINES UP TO 121N INSIDE DIAMETER. TO BE MANU FACTURED OUT OF ELASTOMETRIC POLY VINYL CHLORIDE WITH MOLDED INSERTS AND A SKIRT TO AID IN THE EA 20 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 EA EA 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 17 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description UIM Estimated Annual Usage Unit Price Extended Price EA EA 204 81N CUT IN DRESSER COUPLING FOR CI OD=9.05-9.30 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 USED WITH STANDARD MECHANICAL WEDGES SHALL BE SET WITH TWIST -OFF NUTS TO EA 1 INSURE PROPER L 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 USED G 5 A EA 4 WITH TWIST -OFF NUT T IN P L KIN F WED E AND T NDARD 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 EA EA 4"SCH 40 PVC DWV LONG RADIUS 90 DEG ELL SOLVENT WE STANDARD RADIUS DRAIN WASTE EA 4" SCH 40 PVC 45 DEGREE BEND SOLVENT WELD STANDARD RADIUS DRAIN WASTE FITTINGS. EA jin ;' EA A 3" RT DRESSER COUPLING WITH O.D. UP TO 4.29 FOR OVERSIZE PIPE FOR CLASS 200 AC EA 212 1 INCH 90 DEGREE BRASS ADPATERS MALE IRON PIPE THREAD TO COPPER SERVICE PIPE COUPLING. JAMES JONESAJ-1550 MUELLER #H-15530 OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 50 (0.55 22 21, 5 O ELL-22 1/2 DEG,--4" PVC SCH,4 - EA TO HAVE NEOPRENE GASKET. STRAP TO BE PLATED. O.D. RANGE 6.84 TO 7.60 "w"t 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 18 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usa e Unit Price Extended Price 216 E 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 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE EA 100 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 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS. WEDGES SHALL BE EA 132 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 USED WITH STANDARD MECHANICAL JOINT BELL AND TEE HEAD BOLTS, WEDGES SHALL BE EA 60 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 BE EA 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. EA EA 1" FEMALE COPPER THREAD X 3/4 FLAIR COPPER WITH COPPER GASKET. FORD CO243 OR EA 224 4" PVC PLUGS FOR SDR-26 EA 4 3 , S 14•oo 225 6" PVC PLUGS FOR SDR-26 EA 2 -� sO ►S UG EA EA 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 19 ITB #035.02/DC, Primary Vendor Contractfor Water Department Inventory Item # Description UIM Estimated Annual Usa e Unit Price Extended Price EA BIN UNIFLANGE (OR E-Z FLANGE) ADAPTER NO. 1008 WITH 8 SET SCREWS AND RUBBER EA 61N UNIFLANGE (OR E-Z) FLANGE WITH 8 SET SCREWS AND RUBBER GASKET Cl/DI OD 6.90 20QC6 OR EA 2 APPROVED EQUAL. EQUAL TO BE APPROVED BY WATER D. EPT EN INE 8 IN. 11-1/4 DEGREE CAST IRON WATER MAIN BEND, ALL MECHANICAL JOINT SHORT BODY EA 2 CONSISTING OF 2 GLANDS, 2 RUBBER GASKETS, AND 12-3/4 X 4 TE HH NU 16. ACCESSORIES ARE TO BE SHIPPED SEPERATELY WITH EACH ITEM. 6 IN. 22-1/2 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY CLASS D AWWA C- EA RUBBER GASKETS,. ACCESSORIES ARE TO BE SHIPPED SEPERATELY WITH EACH ITEM. 8 IN. 22-1/2 DEGREE CAST IRON WATER MAIN BEND, ALL MECHANICAL JOINT, SHORT BODY, SORIES EA 2 1. 3 S 1 Z Z-3 CONSISTING OF 2 RUBBER GASKETS TO BE PACKAGED SEPARTEL 10 IN. 45 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY. CLASS D AWWA C- EA 2 2-15 1kD 5. 5 e 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 BE SHIPPED SEPERATELY WITH EACH ITEM. 4 IN. 45 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY. CLASS D-AWWA C- EA 16 t� WITH EACH ITEM. 6 IN. 45 DEGREE CAST IRON WATER MAIN BEND, ALL MECHANICAL JOINT. SHORT BODY; EA FOR SEPARATELY WITH EACH ITEM. 81N 45 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY. CLASS D AWWA C-104, EA TO BE PACKAGED SEPERATELY WITH EACH ITEM. 6 " FLANGE 90 DEGREE CAST IRON BEND. LONG PATTERN. AWWA C-104, C-110, C-111 In 4aEA r"10"3/4 X 4 BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 10 IN. 90 DEGREE CAST IRON WATER MAIN BEND, ALL M.J. SHORT BODY. CLASS D AWWA C- EA 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. CI 90 DEGREE MJ SHORT BODY ELL. AWWA C-104, CA 10, C-111 SPECIFICATIONS. TO BE EA TEE -HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 20 ITS #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usa e Unit Price Extended Price 6 IN. 90 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY. CLASS D AWWA C- EA 2 RUBBER GASKETS, AND 12-3/4 X 3 1 P2 TEE HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. TYLER C-153 OR APPROVED EQUAL. ' 8 IN. 90 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY, CLASS D AWWA C- EA SEPARATELY WITH EACH ITEM. 4 IN. 90 DEGREE CAST IRON WATER MAIN BEND. ALL M.J. SHORT BODY CLASS D AWWA C-104, liwilw1wigiiii EA SEPARATELY WITH EACH ITEM. EA , - 4 X 6 IN. CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT LONG PATTERN. CLASS G EA OF 2�" GLANDS, 2�" RUBBER GASKETS, AND 8-3/4 X 3 1/2 TEE HEAD BOLTS l ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. f 247 6 X 18 CAST IRON WATER MAIN OFFSET. ALL MECHANICAL JOINT. LONG PATTERN. CLASS D AWWA C-104, C-110, C-111 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES EA Dor WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. Z L1�1 .33 8 X 12 IN. CAST IRON WATER MAIN OFFSET MECHANICAL JOINT CLASS D. AWWA C-104, C-153, 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, C- EA GLANDS, 2-6-RUBBER GASKETS, AND 12-3/4 X 3 Y2 TEE -HEAD BOLTS WITH NUTS.' 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, 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, C- EA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 10 X 8 CAST IRON WATER MAIN REDUCER. ALL MECHANICAL JOINT. CLASS D AWWA C-104, C- EA PACKAGED SEPARATELY WITH EACH ITEM. 12 X 8 CAST IRON WATER MAIN REDUCER. ALL MECHANICAL JOINT. CLASS D AWWA C-104, C- EA Qi cis GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 21 ITB #03"2/DC, Primary Vendor Contract for Water Department Inventory Item # Description UIM 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 CA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 4 X 3 IN. CAST IRON WATER MAIN REDUCER MECHANICAL JOINT CLASS D AWWA C-104, C-153, EA U GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 258 6 X 4 IN. MECHANICAL JOINT TAPPING SLEEVE FOR 6 IN. CAST IRON CLASS 150 PIPE. EA 8 'ZS 2-1 H U "2. `4 MUELLER N0, H-615 TYLER OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. . Z 259 6"X6" MECH. JOINT TAPPING SLEEVE FOR CAST IRON CLASS PIPE, MUELLER #H-615 OR APPROVED EA 4 Z SZ--1 1 1 EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 260 MECHANICAL JOINT TAPPING SLEEVE L CAST IRON CLASS OYLER#084235LER OR EA 6 30 2 M Z I g 1Iy , S Z APPROVED EQUAL. LEAD JOINT WILN NO. H 6115 NOT BE ACCEPTED TR 261 BIN X 61N MECHANICAL JOINT TAPPING SLEEVE FOR CAST IRON CLASS 150 PIPE. MUELLER EA 4 a► NO. H-615, TYLER #5-14--CI 9.00-9.35 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE 3o L. +-A 2 1 Z o . 10 ACCEPTABLE. 262 TAPPING JOINT M ELLER H-615OR APPROV D EQUAL LEAD JOINT WILL O NOT ESACCEPTED.SS 150 PIPE. EA 2 S") 5 Cl o 1 I Ci i 8 U 263 JOINT TAPPING SLEEVEE. MUELLER TIYLER EA 1 E;��S Gi O 5t 5 �►O NO. H-615, OR APPROVED EQUALECHANICAL LEAD JOINT WILL NOT BE ACCEPTEDP 264 121N X 41N MECHANICAL JOINT TAPPING SLEEVE FOR 12 IN. CAST IRON CLASS 150 PIPE. EA 1 SDI S of O S a� 5.9 a MUELLER NO. H615 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 265 IRON CLASS 150 PI MUELLER ECHANICAL JOINT TAPPING SLEEVE FOR CASTNOT TiYLER EA 1 5 � i5 � 0 S Cj S =1 0 NO. H-615, OR APPROVED EQUAL. LEAD JOINT WILLTBE ACCEPTEDPE. 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 I $ 61N X 41N TAPPING SLEEVE MECHANICAL JOINT TYPE FOR 61N. CLASS 150 ROUGH ASBESTOS EA 267 CEMENT, MUELLER NO.619, CLOW F-5207 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE 6 �1- ACCEPTED. 61N X 61N TAPPING SLEEVE MECHANICAL JOINT TYPE FOR 61N. CLASS 150 ROUGH ASBESTOS EA 265 CEMENT. MUELLER NO. H619 OR APPROVED EQUAL. CLOW NO. F5207 LEAD JOINT WILL NOT 1 Ra BE ACCEPTED. "X4" MECH. JOINT TAPPING SLEEVE FOR 8" ROUGH AC CLASS 50 PIPE. MUELLER NO H-619 OR EA 269 APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 4 '3 N 13 81N X 61N TAPPING SLEEVE MECHANICAL JOINT FOR 8 IN. CLASS 150 ROUGH ASBESTOS EA 270 CEMENT. MUELLER NO. H-619 OR APPROVED EQUAL. LEAD JOINT WILL NOT BE ACCEPTED. 3 N l2 N 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 WILL NOT BE ACCEPTED. 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 22 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Annual Usa e Unit Price Extended Price 121N X 41N TAPPING SLEEVE MECHANICAL JOINT FOR 12 IN. CLASS 150 ROUGH ASBESTOS EA 27 8 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C- EA c 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 SPECIFICATIONS. TO BE SHIPPED WITH ACCESSORIES CONSISTING OF 2-10"GLANDS, 1- EA NUTS, AND 4-3/4 X 3 112 TEE -HEAD BOLTS WITH NUTS. ACCESSORIES ARE TO BE PACKAGED SEPERATELY WITH EACH ITEM. 12 X 6 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C- EA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 6 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C- EA 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 GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 8 X 8 IN. CAST IRON MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C-111 EA 4 55S , 2-0 TO BE PACKAGED SEPARATELY WITH EACH ITEM. 8 X 6 IN. CAST IRON WATER MAIN TEE ALL M.J. SHORT BODY CLASS D AWWA C-104, C-153, C- EA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 4 X 4 IN. CAST IRON WATER MAIN TEE ALL M.J. SHIRT BODY CLASS D AWWA C-104, C-153, C- GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 4 IN. E-Z FLANGE WITH 4 SET SCREWS r3< EZ GASKET. EBBA 1004 FORD UFA 200-C-4 OR EA 12 X 12 CAST IRON WATER MAIN TEE, ALL M.J. SHORT BODY. CLASS D AWWA C-104, C-153, C- EA GASKETS TO BE PACKAGED SEPARATELY WITH EACH ITEM. 283 3/4 IN. CORPORATION STOP; FULL PORT, 3/4 IN. AWWA STANDARD INLET, 3/4 IN. COPPER SERVICE PIPE OUTLET; MUELLER NO. H-15000, JAMES JONES J4500, HAYES NO.4400 FORD NO. F-600-3, MC DONALD NO.4701 OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 100 -� C4 ( q O 284 1 IN. CORPORATION STOP; FULL PORT, 1 IN. AWWA STANDARD INLET, 1 IN. COPPER SERVICE PIPE OUTLET, MUELLER NO. H-15000, HAYS NO.4400, FORD NO. F-600-4, JONES NO. J-1500, MC DONALD NO.4701 OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 1,400 11.65 l b , 5qo 285 2 IN. CORPORATION STOP. 2 IN. FULL PORT BALL VALVE, MALE IRON PIPE THREAD X MALE IRON PIPE THREAD, BRASS AWWA C-800 SPECIFICATION, 360 DEGREE TURN, FLUROCARBON COATED BALL,MUELLER NO. H-9969, HAYS NO.4480, FORD NO. FB-500-7, JONES NO. J-1943, MC DONALD NO.3131 B OR EQUAL TO BE APPROVED BY PAUL NOLEN AT WATER UTILITIES. EA 160 5 3 ,0 1 02-035/0C.doc Exhibit A BenMark Supply Co., Inc. Page 23 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Unlit Price Extended Price Annual Usage 2 IN. CORPORATION STOP, 2 IN. FULL PORT BALL VALVE, FEMALE IRON PIPE X MALE IRON EA 286 PIPE THREAD, BRASS AWWA C-800 SPECIFICATION, 360 DEGREE TURN, FLUROCARBON 32 S 3 1 1 ` CLA 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: 3/4 IN. FULL PORT BALL VALVE, FIP X FIP, BRASS, AWWA C-800 EA 287 SPECIFICATION, 360 DEGREE TURN WITH LOCK WINGS. WATER TIGHT BOTH DIRECTIONS, 300 COATED BALL; TOP MUST HVESTEM DESIGN. 3 ,GI S LA t 8 5' cc) NO. B-20200-30, HAYS NO.4300 WR, FORD NO. B-11-3303 WR JON SOUTO-NO. J900 W LESS STOP,R 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 C- EA 288 800 SPECIFICATIONS, 360 DEGREE TURN WITH LOCK WINGS, WATER TIGHT BOTH 1,050 DIRECTIONS, FLUROCARBON COATED BALL, TOP MUST HAVE BLOW OUT PROOF STEM .2 Z S S 2- S O DESIGN. MUELLER NO. B-25166-3, HAYS NO.4302-WR, FORD NO. B-21-444-WR, JONES NO. J- 2 3 , 1901 W LESS STOP, MC DONALD #6111W 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. 314 IN. CURB STOP; 314 IN. FULL PORT BALL VALVE, FIP X COPPER SERVICE PIPE, BRASS EA 289 AWWA C-800 SPECIFICATIONS, 360 DEGREE TURN WITH LOCKWINGS, WATER TIGHT BOTH 80 DIRECTIONS; FLUROCARBON COATED BALL, TOP MUST HAVE BLOW OUT PROOF STEM b , 30 i 3 0 y ,p p DESIGN. MUELLER NO. B-25166-3, HAYS NO.4302-WR, JONES NOA-1901 W 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. 2 IN. STANDARD BRASS GATE VALVE 125 POUND PRESSURE. HAMMOND FIG. 606, MATCO EA 173 1 INCH CURB STOP; 1 IN. FULL PORT BALL VALVE, FIP X FIP BRASS, AWWA C-800 EA 291 SPECIFICATION, 360 DEGREE TURN WITH LOCKWINGS, WATERTIGHT BOTH DIRECTIONS; 40 FLUROCARBON COATED BALL. TOP MUST HAVE BLOW OUT PROOF STEM DESIGN. MUELLER Z,O.Q S NO.B-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 I NIL APPROVED BY PAUL NOLEN AT WATER UTILITIES. 3/4" RISER CUTOFF VALVE; 3/4" BALL VALVE, BRASS AWWA C-800 SPEC WITH LOCKWINGS, EA 293 FLUROCARBON COATED BALL. MUELLER # B-24265-3== FORD BAB-232WR OR EQUAL TO BE 30 1 o' O 3 Z 1. o cD APPROVED BY PAUL NOLEN AT WATER UTILITIES. STANDARD 2 PIECE VALVE BOX AWWA SPECIFICATIONS TO FIT OVER 6 IN. VITRIFIED SEWER EA N STANDARD VALVE BOX LID ONLY FOR WESTERN FOUNDRY VALVE BOX ONLY. MUST FIT A EA N N 02-035/DC.doc Exhibit A BenMark Supply Co., Inc. Page 24 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory Item # Description U/M Estimated Unit Price Extended Price Annual Usage STANDARD VALVE BOX RISER WITH LID. 1 IN. EXTENSION COMPATABLE WITH WESTERN IRON EA N 296 THE LID...... TRUMBLE OR APPROVED EQUAL STANDARD VALVE BOX RISER WITH LID. 2 IN. EXTENSION COMPATABLE WITH WESTERN IRON EA4 INn! GATE VALVE, 3 IN., FLANGED CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, NON -RISING A 298 STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA -0500, MUELLER, 10 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 A 299 STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA - C500, MUELLER, 4 (o (o 3 5 M&H MODEL #3067 DARLING, CLOW, OR AVK. DID OR IRS. WITH ACCESSORIES CONSISTING 16 FLANGED END BOLTS 518 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, MUELLER, 1 MATCO#758 2" M&H MODEL #3067, DARLING, CLOW OR AVK. RESILIENT 10-1/2" FACE TO Z 2-O.3 4 G. 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, NON- EA 301 RISING STEM, 2"OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- 1 HEAD BOLTS 5/8 X 2-1t2 WITH NUTS, AND ONE 3" M.J. RUBBER ON THE M.J.SIDE. THE FLANGE SIDE IS TO INCLUDE 4 BOLTS 518 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 CAPACITY. ROCKWOOD NO.801„NIBCO OR APPROVED EQUAL GATE VALVE, 4 IN. MECHANICAL JOINT TO FLANGED, CAST OR DUCTILE IRON BODY, IRS OR EA 303 DID, NON -RISING STEM 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA - B C509, MUELLER, M & H, DARLING OR CLOW. M.J. SIDE TO INCLUDE 4 T-HEAD BOLTS 3/4 X 3 ILA 3.Z _ 1/2, 4 NUTS, THE M.J. RUBBER AND THE M.J. GLAND. THE FLANGE SIDE SHOULD HAVE 8 , Q C12, 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, BRONZED EA 304 MOUNTED, NON -RISING STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER- 2 CLOCKWISE) AWWA - C500, MUELLER, M & H, DARLING OR CLOW. DID OR IRS. M.J. SIDE TO 2Zln ^1 -1 ; ^f S 3 q INCLUDE 6 T-HEAD BOLTS 3/4 X 3 112 WITH NUTS, THE M.J. GLAND AND THE M.J. RUBBER. THE i 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, 02.035/DC.doc Exhibit A Ben -Mark Supply Co., Inc. Page 25 ITB #035-02/DC, Primary Vendor Contract for Water Department Inventory 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 W/2 IN. SQUARE, EA 305 OPERATING NUT, OPEN LEFT, NRS OR APPROVED EQUAL. DID OR RS. TO BE MUELLER, M &H, 120 CA 2, 5O CLOWE, OR DARLING. AMERCIAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. GATE VALVE, 3 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA 306 NON -RISING STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- 1 C500, MUELLER, M & H, DARLING OR CLOW. DID OR RS. WITH ACCESSORIES CONSISTING OF 8 Z (pt. 3 7 T-HEAD BOLTS 5/8 X 3 WITH NUTS, TWO 3" M.J. GLANDS AND TWO 3" M.J. RUBBERS TO BE D 3 PACKAGED SEPARATELY WITH EACH ITEM. AMERICAN AVK COMPANY TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. 307 GATE VALVE, 4 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA 24 NON -RISING STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- 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 Z & Z lI! d X 3 1/2 WITH NUTS, TWO 4" GLANDS, AND TWO 4" M.J. RUBBERS TO BE PACKAGED 10 SEPERATELY WITH EACH ITEM, 308 GATE VALVE, 6 IN., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, A 30 NON -RISING STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- 3 C500, MUELLER, M & H, DARLING OR CLOW. DID OR RS. TO INCLUDE 12 TEE -HEAD BOLTS 3/4 X 3 1/2 WITH NUTS, TWO 6" M.J. GLANDS AND TWO 6" M.J. RUBBERS TO BE PACKAGED Z Z1-Lk W tI 2. 1 0 SEPERATELY WITH EACH ITEM.AMERICAN AVK COMPANY, TYLER DRS 250 RESILIENT SEAT GATE VALVES OR APPROVED EQUAL. 309 GATE VALVE, 81N., MECHANICAL JOINT CAST OR DUCTILE IRON BODY, BRONZE MOUNTED, EA 20 NON -RISING STEM, 2 IN. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- C500, MUELLER, M & H, DARLING OR CLOW. DID OD RS WITH ACCESSORIES CONSISTING OF 12 3 yN , 00 TEE HEAD BOLTS 3/4 X 4 WITH NUTS, TWO 8" M.J. GLANDS AND TWO M.J. RUBBERS TO BE !] b 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, A 310 NON -RISING STEM, 21N. OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA- 4 S 3 S ' 3 S C500, MUELLER, M & H, DARLING OR CLOW. DID OR RS WITH ACCESSORIES CONSISTING OF . �. 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 311 STEM, 2" OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA-0500, 48 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 10 2 S 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 BenMark Supply Co., Inc. Page 26 ITB #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 312 STEM, 2" OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA-0500, MUELLER, 24 M&H, DARLING OR CLOW. DID OR RS WITH ACCESSORIES CONSISTING OF 8 BOLTS 3/4 X 3 10 la to LA 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 3 1/2 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 313 STEM, 2"OPERATING NUT, OPEN TO LEFT (COUNTER -CLOCKWISE) AWWA-0500, MUELLER, 2 LI O M&H, DARLING OR CLOW. DID OR RS W/FULL OPENINGTAPPING SIDE TO INCLUDE 8 NUTS AND 3"t . 7 V _ Z O 8 BOLTS 3/4 X 3-1/2, AND 1 FLANGED END GASKET. M.J. SIDE TO INCLUDE 6 TEE -HEAD BOLTS 3/4 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, 4 M&H, DARLING OR CLOW. DID OR RS. WITH ACCESSORIES CONSISTING OF 12 BOLTS 7/8 X 3 1- (D 'J Fj,Z O -7 -) 1-2- 1/2 WITH NUTS AND ONE 10" FLANGED END GASKET ON THE TAPPING SIDE. THE G 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 ORDERED WITH SLEEVES. GATE VALVE MAY BE EITHER DID OR RS. AMERICAN AVK COMPANY 1 IS ALSO APPROVED TYLER DRS 250 REILIENT SEAT GATE VALVES IS ALSO APPROVED TO BE (t 0 3 p co to 3 0 o O 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. EA "PRICE: F.O.B. City of Lubbock "Days After Receipt of Order (ARO) 02-035/DC.doc