Loading...
HomeMy WebLinkAboutResolution - 2017-R0040 - Utility Contractors Of America - 02_09_2017Resolution No. 2017-R0040 Item No. 5.12 February 9, 2017 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Contract No. 13245 for Water & Sanitary Sewer Tap Installation and Construction Services, by and between the City of Lubbock and Utility Contractors of America, Inc., 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 on _ _ February 9, 2017 DANIEL M. PCrPE, MAYOR ATTEST: Plte4a4' )Y�� Re ecca Garza, City S re yy VED AS TO CONTENT: P.E., Director of Public Works APPROVED AS TO FORM: I L. Sims, RES.Contract 13245-Utility Contractors of America, Inc. January 25, 2017 Resolution No. 2017-R0040 Contract 13245 City of Lubbock, TX Water & Sanitary Sewer Tap Installation and Construction Services Service Agreement This Service Agreement (this "Agreement") is entered into as of the 91h day of February, 2017 ("Effective Date") by and between Utility Contractors of America, Inc., (the Contractor), and the City of Lubbock (the "City"). RECITALS WHEREAS, the City has issued a Request for Proposals 17-13175-TF, Water & Sanitary Sewer Tap Installation and Construction Services. WHEREAS, the proposal submitted by the Contractor has been selected as the proposal which best meets the needs of the City for this service; and WHEREAS, Contractor desires to perform as an independent contractor to provide Water & Sanitary Sewer Tap Installation and Construction Services, upon terms and conditions maintained in this Agreement; and NOW THEREFORE, for and in consideration of the mutual promises contained herein, the City and Contractor agree as follows: City and Contractor acknowledge the Agreement consists of the following exhibits that are attached hereto and incorporated herein by reference, listed in their order of priority in the event of inconsistent or contradictory provisions: 1. This Agreement 2. Exhibit A — Specifications 3. Exhibit B — Proposal Pricing Sheet 4. Exhibit C — Insurance 5. Exhibit D — Primary and Secondary Designations Scope of Work Contractor shall provide the services that are specified in Exhibit A. The contractor shall execute services as the named primary and secondary provider as specified in Exhibit D. The Contractor shall comply with all the applicable requirements set forth in Exhibits B, and C, attached hereto. Article 1 Services 1.1 The contract shall be for a term of one year, with the option of three, one year extensions, said date of term beginning upon formal approval. All stated annual quantities are approximations of usage during the time period to be covered by pricing established by this bid. Actual usage may be more or less. Order quantities will be determined by actual need. The City of Lubbock does not guarantee any specific amount of compensation, volume, minimum, or maximum amount of services under this solicitation and resulting contract. 1.2 The Contractor shall not assign any interest in this Agreement and shall not transfer any interest in the Agreement, whatsoever, without prior consent of the City. 1.3 All funds for payment by the City under this Agreement are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the Agreement, the City will terminate the Agreement, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this Agreement is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this Agreement, cancellation shall be accepted by the contractor on 30 days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this Agreement beyond the date of termination. Article 2 Miscellaneous. 2.1 This Agreement is made in the State of Texas and shall for all purposes be construed in accordance with the laws of said State, without reference to choice of law provisions. 2.2 This Agreement is performable in, and venue of any action related or pertaining to this Agreement shall lie in, Lubbock, Texas. 2.3 This Agreement and its Exhibits contains the entire agreement between the City and Contractor and supersedes any and all previous agreements, written or oral, between the parties relating to the subject matter hereof. No amendment or modification of the terms of this Agreement shall be binding upon the parties unless reduced to writing and signed by both parties. 2.4 This Agreement may be executed in counterparts, each of which shall be deemed an original. 2.5 In the event any provision of this Agreement is held illegal or invalid, the remaining provisions of this Agreement shall not be affected thereby. 2.6 The waiver of a breach of any provision of this Agreement by any parties or the failure of any parties otherwise to insist upon strict performance of any provision hereof shall not constitute a waiver of any subsequent breach or of any subsequent failure to perform. 2.7 This Agreement shall be binding upon and inure to the benefit of the parties and their respective heirs, representatives and successors and may be assigned by Contractor or the City to any successor only on the written approval of the other party. 2.8 All claims, disputes, and other matters in question between the Parties arising out of or relating to this Agreement or the breach thereof, shall be formally discussed and negotiated between the Parties for resolution. In the event that the Parties are unable to resolve the claims, disputes, or other matters in question within 30 days of written notification from the aggrieved Party to the other Party, the aggrieved Party shall be free to pursue all remedies available at law or in equity. 2.9 At any time during the term of the contract, or thereafter, the City, or a duly authorized audit representative of the City or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided to the City under this Contract. In the event such an audit by the City reveals any errors or overpayments by the City, Contractor shall refund the City the full amount of such overpayments within 30 days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 2.10 The City reserves the right to exercise any right or remedy to it by law, contract, equity, or otherwise, including without limitation, the right to seek any and all forms of relief in a court of competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive, and may be exercised concurrently. To the extent of any conflict between this provision and another provision in, or related to, this do. 2.11 The contractor shall not assign or sublet the contract, or any portion of the contract, without written consent from the Director of Purchasing and Contract Management. Should consent be given, the Contractor shall insure the Subcontractor or shall provide proof of insurance from the Subcontractor that complies with all contract Insurance requirements document, this provision shall control. IN WITNESS WHEREOF, this Agreement is executed as of the Effective Date. CITY OF LUBBOCK, TX: CONTRACTOR: (�JJAA A,&— KL Daniel M. Pope, Nfayor Contractor's Signature ATTEST: Okp Printed Name Reb ca Garza, City Secre ai-Y Title APPROVED AS TO CONTENT: Z�MQ Michael G. Keenum, P.E., City Engineer APPROVED AS TO EXHIBIT A City of Lubbock, TX RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services Specifications INTRODUCTION AND OVERVIEW The City of Lubbock Public Works Water Engineering is seeking a contract(s) for installation of various water and sanitary sewer components. Major contract items are: installation of sewer and water taps, installation of water lines and valves, installation of fire hydrants, installation of sanitary sewer lines and manholes, boring and casing installation, and rental of various pieces of construction equipment with operators. Construction materials are to be provided by the City of Lubbock and installed by the successful offeror. PART1 GENERAL 1.1 WORK INCLUDED A. Contractor to provide water and sanitary sewer utility installation services as specified, including: 1. Sanitary sewer service (taps) connections. 2. Water service connections (taps). 3. Potable water main construction. 4. Sanitary sewer main construction. 5. Boring services. 6. Hydro excavation services. 7. Equipment and operator rental services. 8. Testing services and equipment for water and sanitary sewer construction. 9. Compaction or 1 '/z sack controlled low strength material (flowable fill) 10. Contractor is responsible for all traffic control devices. Traffic control shall meet or exceed the TMUTCD for all work on City of Lubbock streets and roads. All TXDOT streets or roads must also meet or exceed standards unique to TxDOT permit requirements. 11. SCBA equipment for confined space entry 12. Contractor is responsible for providing a testing lab for density tests to 95% of standard proctor. The testing will be subsidiary to the items of this contract. B. Materials will be provided by the City of Lubbock to the Contractor's designated receiving area. 1. Water tap material. 2. Sanitary sewer tap material. 3. Potable water main pipe, valves, fittings, fire hydrants and accessories. 4. Sanitary sewer main pipe, manholes and manhole covers and accessories. 5. Steel casing, casing spacers and end seals, if used. 6. Paving repair materials and services for paving cuts in streets and alleys. 7. Gravel embedment. 8. Testing supervision for water and sewer construction projects 9. Water will be provided (if readily available) C. Material Ownership All materials will be delivered to the Contractor's designated receiving area by City of Lubbock forces. Once the Contractor takes possession of the materials provided by the City of Lubbock, the materials then become the responsibility of the Contractor. Any materials requiring replacement due to damage, theft, or any reason will be the responsibility of the Contractor to replace. If additional materials are needed the contractor must request these items from the City of Lubbock. All additional materials will be delivered to the Contractor's designated area by City of Lubbock forces. D. Unit Prices Work will be paid for on the basis of the unit prices submitted in the documents. 2. Unit bid prices are to include all equipment, labor and ancillary components necessary for a complete and functional installation. 3. Invoicing to the City of Lubbock must be itemized, based on the unit price list. 1.2 QUALITY ASSURANCE A. Regulatory Requirements. 1. All work will conform to the most recent version of the City of Lubbock Water Utilities Design Standards for Water and Sewer Construction. 2. Contractor is required to provide proper notification to the State of Texas One Call network and comply with State regulatory notification requirements in addition to the City of Lubbock While Line Ordinance. 3. All work shall conform to the most recent version of applicable standards of the Occupational Health and -Safety Administration (OSHA). 4. Contractor performing work shall be Confined Space Certified as regulated by the Occupational Health and Safety Administration (OSHA). 5. Traffic control measures shall conform to the most recent version of the Texas Manual on Uniform Traffic Control Devices. 6. All work shall conform to the most recent version of applicable requirements of the Texas Commission of Environmental Quality (TCEQ). 7. All work shall be in compliance with other local, state and federal regulations as appropriate. 8. All work within public rights of ways will require a completed permit with the City of Lubbock call Claude Kniesley 806-775-3157. 9. All work within TxDOT (Texas Department of Transportation) rights of ways will have a completed permit before any work can begin. The contractor must keep this permit at the job site while construction is ongoing. In addition the contractor must notify TxDOT 48 hours in advance of construction activities call Linda Parker 806-748-4407 1.3 SEQUENCING AND SCHEDULING A. Installation Time Water and sewer taps shall be completed within 21 calendar days from the date the order is received by the Contractor and all work refusals must be declared within 5 business days of receipt of order. If the order is not refused within 5 business days the contractor will be required to perform the work with no price adjustment being given for any extenuating circumstances. Certain water and sanitary sewer taps will be required to be installed with in 24 hours after the order is issued should there be a health, safety and public welfare concern established. b. The Chief Water Utilities Engineer will determine the establishment of a health, safety and welfare concern. C. Any Taps exceeding the 21 calendar day time limit, through no fault of the City, will be assessed a 100 dollar per day Liquidated Damage. d. Repeated performance failures will receive written warnings, which may result in termination of contract. 2. Water and sanitary sewer main construction will begin within a minimum of 14 calendar days of issuance of a notice to proceed. 3. Normal installation will require 48 hours waiting period before work may begin to comply with the State notification requirements. 4. A $100 mobilization credit will be applied to Contractor's invoices for instances that involve verified remobilization caused by developers and landowners who fail to prepare for the installation of taps at the job site. The verification and or approval of a mobilization credit is at the total discretion of the City of Lubbock on a case by case basis. The contractor must provide sufficient information as to the need for remobilization. 5. All taps are to be installed within 21 days of the tap application date. City shall supply electronically a list of any installations that the City proposes to install in-house to avoid duplication and expense by either City or Contractor, which includes emergency installations; emergencies as set forth in Texas Utilities Code, title 5, Chapter 251. Contractor shall complete installation and electronically input the necessary information on the individual tap cards within the City's system, thereby notifying the City of the completion date and all pertinent documentation of the specific tap including depth and location. City retains capability of immediately accessing this information and answering to the satisfaction of the inquiring customer. All reports, summaries or documentation related to that specific address are thereby retained and controlled by the City. Contractor shall immediately via electronically generated correspondence, make City aware of circumstances beyond his control of any specific installation problem, prohibiting the Contractor's ability to meet the deadline for specified compliance. 1.4 WARRANTY A. Contractor shall provide a standard one year construction warranty on all work performed under this contract. This includes, but not limited to, backfill requirements, pavement and alleys repairs under this contract. B. The Contractor will be notified of deficiencies which occurred within the one-year warranty period. Contractor is responsible for performing any repairs necessary for work found defective at no added cost to the City of Lubbock, even for repairs accomplished outside of the warranty period. C. The time for this warranty begins at the time of acceptance of the work associated with each job order. The work will be considered accepted when the City of Lubbock makes payment for the work. 1.5 EXPERIENCE A. Contractor will have a minimum of five (5) years experience in Municipal water and sanitary sewer construction of a similar nature to the scope of work herein specified and must list five (5) major projects constructed within the past five (5) years that illustrate Contractor's experience with projects similar to the project herein specified. B. Contractor will have experience working in alleys or other congested environments and good public interaction as determined by reference checks and as determined by the Director of Water Utilities. C. In order to comply with state regulations the contractor must have at a minimum 1 staff member licensed by the TCEQ (Texas Commission of Environmental Quality) with a class A, B, C or D water operators license on site during any construction activities. If the license holder is a class D on site a staff member with a class C or greater license must be available by phone at all times during installation activities, PART 2 SERVICES 2.1 Sanitary Sewer Service Connections A. Contractor will be required to white line the site for utility locates, and request locates, prior to any work being performed. B. Contractor is required to extend the service pipe to the property line, which typically varies from 5 to 20 feet. Connection of the tap to the service line shall be the responsibility of the customer. C. Backfill in accordance with the most recent Public Works Engineering Minimum Design and Construction Standards of the City of Lubbock. At a minimum mechanical compaction shall meet 95% Modified Proctor Density (with moisture content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density (with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas must be performed at least once per installation and for every 50'of pipe length and every 2 feet of lift. D. Contractor shall use 1 '/z sack controlled low strength material (flowable fill) with pea gravel in areas paved or proposed to be paved. All flowable fill shall be T- Capped in accordance with the City of Lubbock Ordinance. The contractor is responsible for haul off of excess material when flowable fill is used. E. Use of flowable fill as a contractor's means and methods will not result in additional charges to the City. All use of flowable fill for utility backfill shall comply with the most recent release of the City's Design Standards. Use of item for additional flowable fill by cubic yard must have billed quantities approved by the City inspector prior to payment. F. Sewer tap shall be left at a 5 foot depth and tightly plugged at property line, unless otherwise instructed in the work order. G. Clean up construction area after completion of work returning the area to as near as possible to pre -construction conditions. H. Involves the excavation to the sanitary sewer main and installation of the requested size service saddle to the sewer main. The sewer main will vary in diameter from 6 inches to 12 inches. I. The Contractor must demonstrate the necessity for special provisions due to rock excavation. Upon City approval, allowance shall be made for the application of 50,OOO1b excavator unit pricing. 2.2 Water Service Connections A. Contractor will be required to white line the site for utility locates, and request locates, prior to any work being performed. B. Contractor is to extend the service line to the property line, which typically varies from 5 to 20 feet. C. Backfill in accordance with the most recent Public Works Engineering Minimum Design and Construction Standards of the City of Lubbock. At a minimum mechanical compaction shall meet 95% Modified Proctor Density (with moisture content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density (with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas must be performed at least once per installation and for every 50'of pipe length and every 2 feet of lift. D. Contractor shall use 1 '/2 sack controlled low strength material (flowable fill) with pea gravel in areas paved or proposed to be paved. All flowable fill shall be T- Capped in accordance with the City of Lubbock Ordinance. The contractor is responsible for haul off of excess material when flowable fill is used. E. Use of flowable fill as a contractor's means and methods will not result in additional charges to the City. All use of flowable fill for utility backfill shall comply with the most recent release of the City's Design Standards. Use of item for additional flowable fill by cubic yard must have billed quantities approved by the City inspector prior to payment. F. Install meter box and valve box to proposed grade as per City specifications. G. Clean up construction area after completion of work returning the area to as near a possible to pre -construction conditions. H. Requires excavation to the water main and installation of the requested size water tap on the water main. The water main diameter will vary from 4 to 16 inches. I. The Contractor has a right to refuse work within 5 business days by written request. Authorization to refuse work shall be given by the Chief Water Utilities Engineer only. 2.3 Potable Water Main Construction A. Contractor will excavate and install water mains, fittings, valves and accessories as required for a complete installation. B. Contractor will comply with the most recent version of the City Of Lubbock Water Utilities excavation standards. Typical burial depth is 5 feet to the top of pipe or encasement. C. Backfill in accordance with the most recent Public Works Engineering Minimum Design and Construction Standards of the City of Lubbock. At a minimum mechanical compaction shall meet 95% Modified Proctor Density (with moisture content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density (with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas must be performed at least once per installation and for every 50'of pipe length and every 2 feet of lift. D. Contractor has the option use 1 '/z sack controlled low strength material (flowable fill) with pea gravel in areas paved or proposed to be paved. All flowable fill shall be T- Capped in accordance with the City of Lubbock Ordinance. Use of optional flowable fill for mains construction is at the contractors cost. The contractor is responsible for haul off of excess material when flowable fill is used. E. Use of flowable fill as a contractor's means and methods will not result in additional charges to the City. All use of flowable fill for utility Backfill shall comply with the most recent release of the City's Design Standards. Use of item for additional flowable fill by cubic yard must have billed quantities approved by the City inspector prior to payment. F. Contractor is responsible for all costs associated mobilization, demobilization, removal and disposal of excess excavation material and construction debris, and pavement cuts, and all other work necessary for a complete and functional installation no additional compensation other than the associated pay items above will be given. G. The Contractor must demonstrate the necessity for special provisions due to rock excavation. Upon City approval, allowance shall be made for the application of 50,OOO1b excavator unit pricing. 2.4 Sanitary Sewer Main Construction A. Contractor will excavate and install sanitary sewer mains, manholes and accessories as required for a complete installation. B. Contractor will comply with the most recent version of the City Of Lubbock Water Utilities excavation standards. Bury depth will vary, but minimum cover shall, be 4 feet. C. Backfill in accordance with the most recent Public Works Engineering Minimum Design and Construction Standards of the City of Lubbock. At a minimum mechanical compaction shall meet 95% Modified Proctor Density (with moisture content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density (with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas must be performed at least once per installation and for every 50'of pipe length and every 2 feet of lift. D. Contractor has the option use 1 'h sack controlled low strength material (flowable fill) with pea gravel in areas paved or proposed to be paved. All flowable fill shall be T- Capped in accordance with the City of Lubbock Ordinance. Use of optional flowable fill for mains construction is at the contractors cost. The contractor is responsible for haul off of excess material when flowable fill is used. E. Use of flowable fill as a contractor's means and methods will not result in additional charges to the City. All use of flowable fill for utility backfill shall comply with the most recent release of the City's Design Standards. Use of item for additional flowable fill by cubic yard must have billed quantities approved by the City inspector prior to payment. F. Contractor is responsible for all costs associated with mobilization, demobilization, removal and disposal of excess excavation material and construction debris, and pavement cuts, and all other work necessary for a complete and functional installation. G. The Contractor has a right to refuse work within 5 business days by written request. Authorization to refuse work shall be given by the Chief Water Utilities Engineer only. H. The Contractor must demonstrate the necessity for special provisions due to rock excavation. Upon City approval, allowance shall be made for the application of 50,OOO1b excavator unit pricing. 2.5 Boring Services A. Contractor will provide all equipment and labor necessary to bore, install steel casing, install pipe in casing, and install pipe spacers as needed. B. Casing may be in joints 40 feet in length or shorter. Contractor shall provide labor, materials and equipment necessary to weld casing segments together. C. Contractor shall be responsible for all costs associated with mobilization, demobilization, removal, disposal of excess excavation material and construction debris, pavement cuts and repairs, and all other work necessary for a complete and functional installation. D. Contractor shall comply with the most recent version of the City Of Lubbock Water Utilities excavation standards. Any changes that are made while unit price contract is in effect shall be addressed on a case -by -case basis. E. Backfill in accordance with the most recent Public Works Engineering Minimum Design and Construction Standards of the City of Lubbock. At a minimum mechanical compaction shall meet 95% Modified Proctor Density (with moisture content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density (with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas must be performed at least once per installation and for every 50'of pipe length and every 2 feet of lift. F. Contractor shall use 1 % sack controlled low strength material (flowable fill) with pea gravel in all paved areas or areas proposed to be paved. The contractor is responsible for haul off of excess material is used. G. Use of flowable fill as a contractor's means and methods will not result in additional charges to the City. All use of flowable fill for utility backfill shall comply with the most recent release of the City's Design Standards. Use of item for additional flowable fill by cubic yard must have billed quantities approved by the City inspector prior to payment. H. Payment for boring service will be based on length of casing installed or beginning and ending stations as staked by the Owner when not encased. I. Boring operations do not supplement work of City crews. No refusal of work will be allowed with requests to bore. 2.6 HYDRO EXCAVATION A. Contractor shall have a maximum of 5 days to respond to each work request. Delays in response will affect performance reports and yearly contract renewal. Weather and other factors causing delays will be evaluated on a case -by -case basis. B. Hydro excavator shall be Super Products Mud Dog 1200, or equal, and proven capable of at least: a. 2500 psi water pressure b. 1000 gallons on -board water supply c. 25" Hg vacuum pressure and 5000 cfm air capacity d. 12 cubic yards on -board spoils volume C. Contractor shall provide all equipment and labor necessary to complete the work assigned including necessary tools, equipment. D. Contractor shall provide their own supply of water, unless the City makes water available and prior arrangements have been approved. The City will not guarantee water supply for excavation prior to, during, or after the job. E. The City shall white line proposed area to be potholed, but Contractor shall be responsible for requesting locates as well as verifying and protecting underground utilities. F. Contractor may only dispose of spoils on site with permission City project manager or inspector. G. Unit prices for labor & equipment associated with hydro excavation will be paid for on an hourly basis for work accomplished on site only. All other charges will be paid, once per job, to the mobilization line item. 2.7 Electronic Communication A. Contractor shall be capable of communicating with the City of Lubbock through email and have access to the Internet. B. Contractor is required to have the capability to receive and respond to tap orders through the City of Lubbock's electronic tap system. C. Contractor is required to demonstrate this capability at the time of submission. D. Documentation of water and sewer tap locations as installed shall be provide by contractor in entry of work completed. PART 3 EXECUTION 3.1 Examination A. Contractor is responsible for inspecting each construction site to determine the conditions are suitable for the planned activity. B. Unsuitable conditions shall be brought to the attention of the Owner prior to the commencement of any work. 3.2 Preparation A. Contractor is responsible for verifying and protecting surrounding utilities and areas. B. Contractor is responsible for compliance with the Texas Excavation Safety System and the most current City of Lubbock Ordinance associated with white line notification. C. Any repair to damaged areas or utilities shall be at the Contractor's expense. D. Contractor is responsible for proper notification of other utilities before commencing work. E. Contractor is responsible for providing all traffic control setup, devices, barricades, preparation and submission of a traffic control plan to the governing agency as necessary at the expense of the contractor. F. All work shall include installation and maintenance of all BMP's (Best Management Practices) as necessary to comply with the City of Lubbock storm water ordinance and TCEQ (Texas Commission of Environmental Quality) construction general permits. This work is subsidiary to the various items of the contract. 3.3 Installation A. Contractor shall install components in accordance with the latest requirements of the City of Lubbock Design Standards. B. Contractor shall disinfect water mains and components in accordance with the latest version of the City Of Lubbock Design Standards and the requirements of the Texas Council on Environmental Quality. Contractor is responsible for providing the disinfectant chemicals at no additional expense to the City of Lubbock. C. Backfill in accordance with the most recent Public Works Engineering Minimum Design and Construction Standards of the City of Lubbock. At a minimum mechanical compaction shall meet 95% Modified Proctor Density (with moisture content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density (with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas must be performed at least once per installation and for every 50'of pipe length and every 2 feet of lift. D. ,Contractor shall use 1 % sack controlled low strength material (flowable fill) with pea gravel in all paved areas or areas proposed to be paved. The contractor is responsible for haul off of excess material is used. E. Use of flowable fill as a contractor's means and methods will not result in additional charges to the City. All use of flowable fill for utility backfill shall comply with the most recent release of the City's Design Standards. Use of item for additional flowable fill by cubic yard must have billed quantities approved by the City inspector prior to payment. 3.4 Field Quality Control A. Test installed components in accordance with the latest version of the City Of Lubbock Design Standards and the Texas Council on Environmental Quality. B. City of Lubbock personnel will inspect all aspects of construction for safety and compliance at the Engineers own discretion. C. Water main construction must be disinfected and pressure tested in accordance with the most recent version of the City Of Lubbock Design Standards. D. Sanitary sewer mains must be mandrel tested in accordance with the most recent version of the City Of Lubbock Design Standards. E. Sanitary sewer manholes must be vacuum tested in accordance with the most recent version of the City Of Lubbock Design Standard. F. Sanitary sewer line mains must be pressure tested in accordance with the most recent version of the city of Lubbock Water Utilities Design Standards. G. Density testing will be performed for every 2 feet of lift and 50'of pipe length. At a minimum at least one test will be performed per installation. All density testing is at the contractor's expense. EXHIBIT B City of Lubbock, TX Proposal Pricing Shect RFP 17-1.3175-TF Water & Sanitary Sewer Tap Installation and Construction Services (To be completed and returned with Proposal) REVISED ITEM I DESCRIPTION I QTl' • u!M uNil- COS"r• EXTENDED COST GROUP A: SERVICE CONNECTIONS EWER SERVICE CONNECTIONS Secondary - Group A (As s cified herein) Al. Service Connections 0' to 4' Deep. As 75 EA ��' �s�( specified herein A2 Service Connections 5' to 8' Deep. As 100 EA —70,OX specified herein A3. ervice Connections 8' to 12' Deep. 100 EA s specified herein A4. Service Connections 12' to 15' Deep. 75 EA ��,� ����� ss specified herein A5. Service Connections 15' to 18' Deep. 10 EA Q J s specified herein A6. Service Connections 18' to 20' Deep. 2 EA s specified herein WATER SERVICE CONNECTIONS (Asspecified herein) A7 One Inch Water Meter Tap. As 800 EA ��7/"' rr��//ll OW specified herein A8. Two inch Tap for One and one-half 20 EAO Inch Water Meter. Ass specified herein A9. Two Inch Water Meter Tap. As 50 EA S Qv') A-1 ! D00 specified herein A 10. Four inch Tap for Three Inch Water 25 EA `voo Sit Meter. Asspecified herein TRAFFIC CONTROL Ass ecified herein) A 11. Cost per job for complete setup of XDOT approved and permitted (Cost plus maximum of 10% markup with City approved submittal of cost barricades asspecified herein. summary from barricades and signage sub -contractor) Cost per job for complete setup of (Cost plus maximum of 10% markup with City approved submittal of cost Al2. barricade for City thoroughfare (T-I summary from barricades and signage sub -contractor) T-2) asspecified herein. ost,per job for complete setup of , A 13. barricades for other City street 25 EA t 5� 3 1OSUres asspecified herein. �7 SHIPALT AND CONCRETE CUT AND REMOVAL As s ecified herein) Square Foot of Asphalt Cut and A 14. Removed for pipeline installation. As 2,000 SF S 4 G%9U specified herein (D quare Foot of Concrete Cut and A 15. Removed for pipeline installation, As 600 SF % S CDC) 66ff� ecified herein Offeror's Initials: & /✓ City, of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services (To be completed and returned with Proposal) REVISED ITEM DESCRIPTION Q-1'h' • U/M UNIT COST' EXTENDED COST ost for ditch in Rock to be verified A 16. y City of Lubbock Inspector prior to 40 HR �� ommencement of work (per hour ncountered). Ass ecified herein FLOWABLE FILL Ass ecified herein) 1.5 Cubic Yards Flowable Fill for A17. Water Taps in Paved Alleys. As 500 EA 3 So specified herein. 2 Cubic Yards Flowable Fill for A18. Sewer Taps in Paved Alleys. As 200 EA �� �plQQd ecified herein. Add Flowable Fill Per Cubic Yard for A 19. Streets & Other Areas. As specified 50 CY 3 / ® C9 S herein. TOTAL FOR GROUP A, ITEMS AI THROUGH A19. ROUP B: MAIN CONSTRUCTION, BORE & INSTALL, MISCELLANEOUS EQUIPMENT AND ASPHALT AND CONCRETE POTABLE WATER MAIN CONSTRUCTION (As specified herein) Secondary Group B-2 B I " Class 150 Water Pipe. As specified 1,000 FT S G�11900 herein B2 " Class 150 Water Pipe. As specified 5,000 FT herein B3 "Class 150 Water Pipe. As specified 5,000 FT 5-7 l�� (j(�v herein B4 10" Class 150 Water Pipe. As 1,000 FT 2 specified herein ✓� B5 (2" Class 150 Water Pipe. As 1,000 FT specified herein B6 16" Class 150 Water Pipe. As 500 FT $ specified herein B7 " Gate Valve and Box. As specified 10 EA ��! �— herein B8 " Gate Valve and Box. As specified 30 EA s 1 herein Gate Valve and Box. As specified 30 EA i 5 i 750 herein Offerol's Initials: _� City of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services (To be completed and returned with Proposal) REVISED ITEM DESCRIPTION QTl" Il/M UNIT COST" EXTENDED COST B 10. 10" Gate Valve and Box. As specified 10 EA yy- 519W herein B I I 12" Gate Valve and Box. As specified 10 EA S- U10m herein B 12 16" Gate Valve and Box. As specified 5 EA �� �/ Soo herein i, B13 "x 4" Main Line Tap. As specified 50 EA Q,Lb herein B 14 " x 6" Main Line Tap. As specified 50 EA ��� qO1 herein B 15. " x 4" Main Line Tap. As specified 50 EA �oD �� �7 herein r B 16. " x 6" Main Line Tap. As specified 50 EA MO z/ L{�� 603 herein B 17 " x 8" Main Line Tap. As specified 50 EA LIa herein B 18 10" x 4" Main Line Tap. As specified 10 EA herein B 19 10" x 6" Main Line Tap. As specified 10 EA herein B20 10" x 8" Main Line Tap. As specified 10 EA herein B21 10" x 10" Main Line Tap. As 10 EA $ 0 I (pGb specified herein B22 12" x 4" Main Line Tap. As specified 25 EA ��-{, DDO herein B23 12" x 6" Main Line Tap. As specified 25 EA �� ��, cod herein 1324 12" x 8" Main Line Tap. As specified 25 EA I OQ% 060 herein B25. 12" x 10" Main Line Tap. As specified herein 25 EA S�O� (P50e B26 12" x 12" Main Line Tap. As 25 EA S specified herein B27 tr x 4" Main Line Tap. As specified5 EA [�� _71(900 herein B28 16" x 6" Main Line Tap. As specified 5 EA b —7 OOo herein 1329 16" x 8" Main Line Tap. As specified 5 EA t 1 { "1 D(� herein B30 16" x 10" Main Line Tap. As 5 EA �� Olio specified herein 1331. 16" x 12" Main Line Tap. As specified herein 5 EA S x Q 11Om Offeror's Initials: 816 City of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TI+ Water & Sanitary Sewer Tap Installation and Consiruction Services (To be completed and returned with Proposal) REVISED ITEA1 DESCRIPTION QT1' I U/M UNIT COST* EXUNDED COST B'2. 5' Bury Fire Hydrant Set for new�� 50 EA installation. Ass specified herein B3'' Additional Fire Hydrant Bury Depth. 100 FT IN Ass specified herein B'4' Fire Hydrant Adjustment. As 20 EA -ice I Sio00 specified herein B35. "Ductile Iron Fitting (including ells, 30 EA ees, bends, etc.). Ass specified herein 1336 " Ductile Iron Fitting (including ells, 30 EA S 2 �b tees, bends, etc.. Asspecified herein��/ 1337 " Ductile Iron Fitting (including ells, 30 EA ' rJ S tees, bends, etc.). Ass specified herein 10" Ductile Iron Fitting (including B38. ells, tees, bends, etc.). As specified 20 EA is &I S T1i06b herein 12" Ductile Iron Fitting (includin B39. ells, tees, bends, etc.). As specified 30 EA s , l� `� 1-� herein 16" Ductile Iron Fitting (including B40. ells, tees, bends, etc.). As specified 20 EA S 15V `I J� q,G0d herein Additional Water Main Depth in B41. excess of 5 feet of cover (per linear 500 FT Ct I�Si�DU root). Asspecified herein SANITARY SEWER MAIN CONSTRUCTION As specified herein) B42 " PVC Sanitary Sewer Pipe 0' to 4' 200 FT Deep. Ass ecified herein B43 " PVC Sanitary Sewer Pipe 4' to 6' 200 FT L.f 9�a Deep. Asspecified herein B44. " PVC Sanitary Sewer Pipe 6' to 8' 300 FT S jql&f o Deep. Asspecified herein B45. "PVC Sanitary Sewer Pipe 8' to 10' 300 FT Dee .Asspecified herein B46. " PVC Sanitary Sewer Pipe 10' to �00 FT 12' Deep. Ass specified herein B47. " PVC Sanitary Sewer Pipe 12' to 200 FT I (000 14' Deep. Asspecified herein 1348. " PVC Sanitary Sewer Pipe 0' to 4' 100 FT L / uco Deep. Asspecified herein B49. " PVC Sanitary Sewer Pipe 4' to 6' 100 FT �7 tf ADD Deep. Asspecified herein t B50 " PVC Sanitary Sewer Pipe 6' to 8' 100 FT s t4 1 90Q ee p. As specified herein Offerol's Initials: (�� City of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services (To be completed and returned with Proposal) REVISED ITEM DESCRIM ION QTY U/M UNIT COST* EXTENDED COST B51 " PVC Sanitary Sewer Pipe 8' to 10' 100 FT 55 Dee . Asspecified herein 652. " PVC Sanitary Sewer Pipe 10' t 100 FT 12' Dee . Ass specified herein 653. " PVC Sanitary Sewer Pipe 12' to 100 FT S (Aco 14' Deep. As specified herein 854. " PVC Sanitary Sewer Pipe 14' t 100 FT �� (Q (pot) 16' Deep. Asspecified herein I B55. " PVC Sanitary Sewer Pipe 16' t 100 FT $ 10, 900 18' Deep. Ass specified herein B56. )' PVC Sanitary Sewer Pipe 18' to 100 FT Sl a V 0' Dee . Ass specified herein 1�� B57 10" PVC Sanitary Sewer Pipe 0' to 4' 100 FT 7 Deep. s secified herein B58 10" PVC Sanitary Sewer Pipe 4' to 6' 100 FT qt Deep, Asspecified herein B59. 10" PVC Sanitary Sewer Pipe 6' to 8' 100 FT Lj",Oop Deep. Asspecified herein B60. 10" PVC Sanitary Sewer Pipe 8' to 100 FT 10 Deep. Asspecified herein B61 10" PVC Sanitary Sewer Pipe 10' to 100 FT (06 12 Deep. As specified herein B62. 10" PVC Sanitary Sewer Pipe 12' t 100 FT �� -7, 14' Deep. Asspecified herein B63. 10" PVC Sanitary Sewer Pipe 14' to 100 FT ` 16' Deep. Ass specified herein B64, 10" PVC Sanitary Sewer Pipe 16' to 100 FT 10 00D 18' Deep. Asspecified herein ✓ B65. 10" PVC Sanitary Sewer Pipe 18' to 100 FT 0' Dee . Asspecified herein B66. 12" PVC Sanitary Sewer Pipe 0' to 4' 100 FT p Deep. Asspecified herein B67 12" PVC Sanitary Sewer Pipe 4' to 6' 100 FT L / Deep. Asspecified herein B68 1 " PVC Sanitary Sewer Pipe 6' to 8' 100 FT IU() Deep. Asspecified herein B69 12" PVC Sanitary Sewer Pipe 8' to 100 FT S f Ur � C ID 10 Deep. Ass specified herein ? B70 12" PVC Sanitary Sewer Pipe 10' to 100 FTa CP �a 12' Deep. Ass specified herein % B71. 12" PVC Sanitary Sewer Pipe 12' to 100 FT —7r qOO 14' Dee . As specified herein 12" PVC Sanitary Sewer Pipe 14' to 100 1 FTj� 16' Deep. Asspecified herein O fLroG's 1e196als: _. i /j City of Lubbock, TX Proposal Pricing Shect RF1' 17-13175-TF Water & Sanitary Sewer Tap Installation and Conshvction Services (To be completed and returned with Proposal) REVISED ITEM DESCRIPTION QTY • U/M UNIT COST` EXTENDED COST 673. 12" PVC Sanitary Sewer Pipe 16' to 100 FT 18' Deep. As specified herein B74 12" PVC Sanitary Sewer Pipe 18' to 100 FT (ZJ� 1 ,:5i GZ)O 0' Deep. Ass specified herein B75 Standard Manhole 4' or less. As 100 EA tr 1 specified herein Cost for Additional Vertical Feet B76. Standard Manhole. As specified 50 FT SO si herein B77 Drop Manhole 4' or less. As specified 50 EA herein B78 Cost for Additional Vertical Feet 100 FT ���OPB DropManhole. As s pecifned herein B79 Cost to Tie to an Existing Manhole. 100 EA 16DD a,�a s specified herein B80, " x 4" Wye with Plug. As specified 10 EA 55b G�/ 5-00 herein B81 " x 4" Wye with Plug. As specified 10 EA (per �PiDDD herein B82 10" x 4" Wye with Plug. As specified 10 EAR iPr Gobi herein B83 12" x 4" Wye with Plug. As specified 10 EA �� herein " Service Extension to Property Line B84. with Plug in excess of 15 feet. As 100 EA ('000 �OOD specified herein B85 " Plug. As specified herein 10 EA f-7o B86 " Plug. As specified herein 10 EA lr � B87 10" Plug. As specified herein 10 EA ZOU � OUG B88 12" Plug. As specified herein 10 EA 7� BORE FOR AND INSTALL CASING AND PIPE primary Group B-1 Asspecified herein) Bore on grade and Install 12" Steel B89. Casino and install PVC pipe with 100 FT S S�!a Spp spacers. Asspecified herein Bore on grade and Install 14" Steel B90. Casing and install PVC pipe with 100 FT 1 �(S cz Soo spacers. Asspecified herein Bore on grade and Install 16" Steel 691. Casing and install PVC pipe with 100 FT d1 (j --)r taw spacers. Asspecified herein '? Offeror's Initials: 6 C6 City of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TF Water- & Sanitary Sewer Tap Installation and Construction Services (To be completed and returned with Proposal) REVISED ITEM DESCRIPTION QT% U/M UNIT COS"r• EXTENDEDCOST Bore on grade and Install 18" Steel B92. Casing and install PVC pipe with 100 FT acers. Asspecified herein vZil) ore on grade and Install 20" Steel B93. asing and install PVC pipe with 100 FT pacers. Ass specified herein ore on grade and Install 24" Steel :B9:4. asing and install PVC pipe with 100 FT -7 �D acers. Asspecified herein B95. Bore on grade and Install 6 Inch 100 FT IG�D �rODd PVC pipe. As specified herein B96. Bore on grade and Install 8 Inch 100 FT too S PVC pipe. As specified herein B97, Bore on grade and Install 10 Inch 100 FT S sn) PVC pipe. As specified herein B98, Bore on grade and Install 12 Inch 100 FT S iqp S q, 000 PVC pipe. As specified herein B99, Bore on grade and Install 16 Inch 100 FT St PVC pipe. As specified herein MISCELLANEOUS EQUIPMENT AND OPERATOR Ass ecified herein) Secondary Group B-2 13100. Fresh Compressed air Supply for Confined Space Entry SCBA work 24 HR V—,g00 rate per hour). As specified herein Backhoe & Operator for 13101. Miscellaneous Excavation John 24 HR Deere 310 Extendahoe, or Equal (rat per hour). As specified herein Backhoe & Operator for B102 Miscellaneous Excavation John 3 DY �od 3 300 Deere 310 Extendahoe, or Equal (rat Asspecified herein Backhoe & Operator for B 103. Miscellaneous Excavation John I WK � �'GJ�O Deere 310 Extendahoe, or Equal (rat per week). Asspecified herein 50,000 L.B. Excavator & Operator for B104. Miscellaneous Excavation (rate per 8 HR�000 hour). Asspecified herein Offeror's Initials: City of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services (To be completed and returned with Proposal) RFVISFD ITEM DESCRIPTION Q-1.1.- U/M UNIT COST* Ex'rENDEDCOST 0,000 L.B. Excavator & Operator lot B105. Miscellaneous Excavation (rate per t DY S ",5p Jr ay). Ass ecified herein 0,000 L.B. Excavator & Operator for B106. Miscellaneous Excavation (rate pet I WK S igiopD week). Asspecified herein Miscellaneous Man-hours Labor: B 107 Approved by Owner in Writing Prior 10 HR SJ( �� o the Commencement of Work. As ecified herein SHPALT AND CONCRETE CUT AND REMOVAL Asspecified herein B 108. Square Foot of Asphalt Cut and Removed for installation. pipeline As 2,000 SF 67-0 specified herein quare Foot of Concrete Cut and B109. Removed for pipeline installation. As 600 SF� S specified herein Cost for ditch in Rock to be verified B I 10. y City of Lubbock Inspector prior to 40 FIR commencement of work (per hour ncountered). Asspecified herein TRAFFIC CONTROL Asspecified herein Cost per job for complete setup of (Cost plus 10% with City approved submittal of cost B 1 11. TXDOT approved and permitted summary from barricades and signage sub -contractor) barricades asspecified herein. Cost per job for complete setup Of (Cost plus 10% with City approved submittal of cost B 112. barricade for City thoroughfare (T-1 summary from barricades and signage sub -contractor) T-2) asspecified herein. Cost per job for complete setup Of B l 13. barricades for other City street 25 EA Closures asspecified herein. TOTAL FOR GROUP B, ITEMS Bl THROUGH B113. GROUP C: HYDRO EXCAVATION SERVICES (As specified herein) Primary Group C HYDRO EXCAVATOR (meeting specifications of Section 2.6 B.) Cl. Per Mobilization and demobilization ofhydro-excavator 6 EA S $ and crew to include water loading, waste deposition. and 1 `000 travel time. (one mobilization perjob) C2. Hydro -excavator and crew (on site) 50 HR $ n �r> S ' 2d00v Offeror's Initials: C6 �6 City of Lubbock, TX Proposal Pricing Sheet RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Set -vices (To be completed and returned with Proposal) REVISED ITEM I DESCRIPTION I Ql'% • UINI I UNIT COST' I EXTENDED COST HYDRO EXCAVATION TRAILER (all equipment NOT meeting specifications of Section 2.6 B.) C3. Mobilization and demobilization of hydro -excavation 12 trailer and crew to include water loading, waste e t"� !�C® deposition, and travel time. (one mobilization per job) C4. Hydro -excavation trailer and crew (on site) 100 IFI R $ $ TRAFFIC CONTROL (As specified herein) C5. Cost per job for complete setup of TXDOT (Cost plus 10% with City approved submittal of cost approved and permitted barricades as specified summary from barricades and signage sub -contractor) herein. C6. Cost per job for complete setup of barricade For City (Cost plus 10% with City approved submittal of cost thurou hfaie (T-I & T-2) ass ecitied herein. summary from barricades and si age sub -contractor) C7. Cost per job for complete setup of barricades for other 25 EA $ $ City street closures as specified herein. TOTAL FOR GROUP C, ITEMS Cl THROUGH C7. $ OVERALL TOTAL FOR GROUPS A, B, & C x All quantities listed are estimated for weighting bid prices and not a guarantee of actual work amount. EXHIBIT C City of Lubbock, TX RFP 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services Insurance Requirements SECTION A. Prior to the approval of this contract by the City, the Contractor shall furnish a completed Insurance Certificate to the City, which shall be completed by an agent authorized to bind the named underwriter(s) to the coverages, limits, and termination provisions shown thereon, and which shall furnish and contain all required information referenced or indicated thereon. THE CITY SHALL HAVE NO DUTY TO PAY OR PERFORM UNDER THIS CONTRACT UNTIL SUCH CERTIFICATE SHALL HAVE BEEN DELIVERED TO THE CITY. INSURANCE COVERAGE REQUIRED SECTION B. The City reserves the right to review the insurance requirements of this section during the effective period of the contract and to require adjustment of insurance coverages and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decisions, or the claims history of the industry as well as the Contractor. SECTION C. The Contractor shall obtain and maintain in full force and effect for the duration of this contract, and any extension hereof, at Contractor's sole expense, insurance coverage written by companies approved by the State of Texas and acceptable to the City, in the following type(s) and amount(s): INSURANCE (Copies of Endorsements will be Required) TYPE OF INSURANCE GENERAL LIABILITY ® Commercial General Liability ❑ ❑ Claims Made ® W/Heavy Equipment ® To Include Products of Complete Operation Endorsements PROFESSIONAL LIABILITY AUTOMOTIVE LIABILITY ® Any Auto EXCESS LIABILITY ❑ Umbrella Form GARAGE LIABILITY ❑ Any Auto COMBINED SINGLE LIMIT Other General Aggregate $1,000,000 Occurrence Products-Comp/Op AGG X XCU Personal & Adv. Injury _X_ Contractual Liability X Fire Damage (Any one Fire) _ Med Exp (Any one Person) General Aggregate Aggregate $1,000,000 Each Occurrence Aggregate Auto Only - Each Accident Each Accident Aggregate ❑ BUILDER'S RISK ❑ 100% of the Total Contract Price ❑ INSTALLATION FLOATER ❑ 100% of the Total Material Costs ❑ POLLUTION ❑ CARGO ® WORKERS COMPENSATION — STATUTORY AMOUNTS OR ® EMPLOYERS' LIABILITY $1,000,000 OTHER: COPIES OF ENDOSEMENTS ARE REQUIRED ® City of Lubbock named as additional insured on a primary and non-contributory basis. ® To include products of completed operations endorsement. ® Waiver of subrogation in favor of the City of Lubbock on all coverages, except .e City of Lubbock shall be named as an additional insured on a primary and non-contributory basis d shall include waivers of subrogation in favor of the City on all coverage's. Copies of the Certificates Insurance and all applicable endorsements are required. ADDITIONAL POLICY ENDORSEMENTS The City shall been, upon request, and without expense, to receive copies of the policies and all endorsements thereto and may make any reasonable request for deletion, revision, or modification of particular policy terms, conditions, limitations, or exclusions (except where policy provisions are established by law or regulation binding upon either of the parties hereto or the underwriter of any of such policies). Upon such request by the City, the Contractor shall exercise reasonable efforts to accomplish such changes in policy coverages, and shall pay the cost thereof. REQUIRED PROVISIONS The Contractor agrees that with respect to the above required insurance, all insurance contracts and certificate(s) of insurance will contain and state, in writing, on the certificate or its attachment, the following required provisions: a. Name the City of Lubbock and its officers, employees, and elected representatives as additional insureds, (as the interest of each insured may appear) as to all applicable coverage; b. Provide for 30 day notice to the City for cancellation, nonrenewal, or material change; c. Provide for notice to the City at the address shown below by registered mail; d. The Contractor agrees to waive subrogation against the City of Lubbock, its officers, employees, and elected representatives for injuries, including death, property damage, or any other loss to the extent same may be covered by the proceeds of insurance; Provide that all provisions of this contract concerning liability, duty, and standard of care together with the indemnification provision, shall be underwritten by contractual liability coverage sufficient to include such obligations within applicable policies. NOTICES The Contractor shall notify the City in the event of any change in coverage and shall give such notices not less than 30 days prior the change, which notice must be accompanied by a replacement CERTIFICATE OF INSURANCE. All notices shall be given to the City at the following address: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 1625 13" Street, Room 204 Lubbock, Texas 79401 SECTION D. Approval, disapproval, or failure to act by the City regarding any insurance supplied by the Contractor shall not relieve the Contractor of full responsibility or liability for damages and accidents as set forth in the contract documents. Neither shall the bankruptcy, insolvency, or denial of liability by the insurance company exonerate the Contractor from liability City of Lubbock, TX Contract 13245 —Utility Contractors of America, Inc. Water & Sanitary Sewer Tap Installation and Construction Services Primary and Secondary Designations Primary Designation The contractor shall be the primary contractor for Group C Hydro Excavation Trailer (3-4) and Group B Boring Services (89-99). Secondary Designation The contractor shall be the secondary contractor for Group A Taps and Group B Non -Boring Services (1-88,100-113). CERTIFICATE OF INTERESTED PARTIES FORM 1295 loll Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2017-150898 Utility Contractors of America, Inc. Lubbock, TX United States Date Filed: 01/05/2017 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 01/25/2017 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling I Intermediary Balios, Chris Lubbock, TX United States X Lane, Ty Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said this the day of 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 CERTIFICATE OF INTERESTED PARTIES FORM 1295 lofl Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1, 2, 3, 5, and 6 it there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2017-150898 Utility Contractors of America, Inc. Lubbock, TX United States Date Filed: 01/05/2017 2 Name of governmental entity or state agency that is a parry to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 17-13175-TF Water & Sanitary Sewer Tap Installation and Construction Services 4 Nature of interest Name of Interested Party City, State, Country (place of business) (check applicable) Controlling I Intermediary Balios, Chris Lubbock, TX United States X Lane, Ty Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Tammy VanBuren Notary Public. State of Texas My Commission Expires 9 September 27.2020 Signature of uthorize agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE n �„ 1 d _ l �1 l I t �, {� )\ Q� this the_ Sworn to and subsc ' efortf a me, by th)han day of Clrl U�r s , 20�, to c fy ich, witness my and seal of office. �C VGL� 1 U-ce-rN Signature of officer admkstering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277