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Home My WebLink AboutBID - 9807 2023 UV CURED-IN-PLACE PIPE PROJECTS BID INFORMATION AND CONTRACT DOCUMENTS FOR 2023 UV CURED-IN-PLACE PIPE PROJECTS BID NO. 9807 August 14, 2023 Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 1 of 166 CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00020 Invitation to Bid 00050 Scope of Services 00100 General Information 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Subcontractors 00440 Safety Form CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00955 Work Change Directive 00960 Application for Payment ADDITIONAL CONTRACT DOCUMENTS Stormwater Maps Wastewater Maps Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 2 of 166 SECTION 00020 INVITATION TO BID BID DUE: 3:00 PM MT (MT our clock), September 7, 2023 As part of the City’s commitment to sustainability, sealed Bids must be submitted online through the Rocky Mountain E-Purchasing System (RMEPS) at http://bidnetdirect.com/colorado/city-of- fort-collins. Public Bid Opening: The bid opening will be conducted by video conference per the following information. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. To access the public Bid opening, please follow the link to join the Teams meeting. Join on your computer, mobile app or room device Click here to join the meeting Meeting ID: 264 709 687 83 Passcode: Ar3V3v Download Teams | Join on the web All questions should be submitted, in writing via email, to Pat Johnson, CPPB, Senior Buyer at pjohnson@fcgov.com, no later than 3:00 PM MT on August 24, 2023. Please format your e-mail to include: Bid 9807 2023 UV Cured-in-Place Pipe Projects in the subject line. Questions received after this deadline may not be answered. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on RMEPS. The Contract Documents and Construction Drawings may be examined online at: http://www.bidnetdirect.com/colorado/city-of-fort-collins Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of ninety (90) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Prohibition of Unlawful Discrimination: The City, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4) and the Regulations, affirmatively ensures that for all contracts entered into with the City, disadvantaged business enterprises are afforded a full and fair opportunity to bid on the contract and are not to be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City strictly prohibits unlawful discrimination based on an individual’s gender (regardless of gender identity or gender expression), race, color, religion, creed, national origin, ancestry, age 40 years or older, marital status, disability, sexual orientation, genetic information, or other Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 3 of 166 characteristics protected by law. For the purpose of this policy “sexual orientation” means a person’s actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that he or she has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires its Contractors to comply with the City’s policy for equal employment opportunity and to prohibit unlawful discrimination, harassment and retaliation. This requirement applies to all third-party Contractors and their subcontractors/subconsultants at every tier. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision-making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Contractor Registration: The City requires new Contractors receiving awards from the City to submit IRS form W-9 and requires all Contractors to accept Direct Deposit (Electronic) payment. If needed, the W-9 form and the Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website at www.fcgov.com /purchasing under Vendor Reference Documents. Please do not submit these documents with your proposal, however, if you take exception to participating in Direct Deposit (Electronic) payments please clearly note such in your proposal as an exception. The City may waive the requirement to participate in Direct Deposit (Electronic) payments at its sole discretion. Colorado Open Records Act: The City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any bid submitted hereunder is subject to public disclosure by the City pursuant to CORA and City ordinances. All submitted bids, Bid Forms, and the awarded contract will be considered public records subject to disclosure under CORA. By responding to this Bid, Contractor hereby waives any and all claims for damages against the City for the City’s good faith compliance with CORA. Collusive or Sham Bid: Any bid deemed to be collusive or a sham bid will be rejected and reported to authorities as such. Your authorized signature of this proposal assures that such proposal is genuine and is not a collusive or sham proposal. City of Fort Collins Gerry Paul Purchasing Director Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 4 of 166 SECTION 00050 SCOPE OF SERVICES I. BACKGROUND & OBJECTIVE A. BACKGROUND Over the last thirty (30) years the City of Fort Collins has installed a variety of sizes of cured- in-place pipe and the appurtenances to go with them. For the next several years, the intent is to complete approximately 64,700’ per year with sizes ranging from 8” to 60”. The combination of sizes each year, comes from the size of the pipe in the ground for the specific projects that are chosen. B. OBJECTIVE The City of Fort Collins is requesting bids from qualified Contractors to rehabilitate sanitary sewer and stormwater pipe of various diameters using the UV Cured-In-Place Pipe process following ASTM F2019. Reference: 1. ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 2. ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP-CIPP) Using the UV- Light Curing Method ASTM D-2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics. 3. ASCE MOP145 Design of Close Fit Liners for the Rehabilitation of Gravity Pipes. 4. ASTM D2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics. 5. ASTM D3567 Standard Practice for Determining Dimensions of Fiberglass (Glass-Fiber- Reinforced Thermosetting Resin) Pipe and Fittings. 6. ASTM D5813 Standard Specification for Cured-in-Place Thermosetting Resin Sewer Pipe. 7. International Standard References 8. DWA M143-20 Water Tightness Standard. 9. Hamburg Model – High Density Flushing Test. 10. DIN EN 295-3/DIN 19565 Abrasion Test – Darmstadt Pipe Tilting Jig Method. 11. ISO 11296-4 Plastics Piping Systems for Renovation of Underground Non-Pressure Drainage and Sewerage Networks – Part 4: Lining with Cured in Place Pipes. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 5 of 166 C. 2023 PROJECTS Item # Size & Type Lineal Feet 1 12" Storm Sewer CIPP 1650 2 15" Storm Sewer CIPP 1753 3 18" Storm Sewer CIPP 838 4 24" Storm Sewer CIPP 483 5 30" Storm Sewer CIPP 536 7 42" Storm Sewer CIPP 24 8 48" Storm Sewer CIPP 120 9 8" Sanitary Sewer CIPP 1968 10 10" Sanitary Sewer CIPP 3063 11 12" Sanitary Sewer CIPP 174 12 24" Sanitary Sewer CIPP 759 13 36" Sanitary Sewer CIPP 560 II. SCOPE OF WORK A. SCOPE OF WORK 1. Definitions a. VCP: Vitrified Clay Pipe b. RCP: Reinforced Concrete Pipe c. CMP: Corrugated Metal Pipe d. CIPPR: Cured in Place Pipe Repair 2. Construction Services Construction services are to include, but are not limited to the following, as necessary: full time site supervision; stormwater management; site protection and security; traffic control; warranty and management of project safety and quality control. 3. Preconstruction Conference After the contract award and prior to commencing work, the Contractor will attend a preconstruction conference. The Contractor will have the following submittal available for City of Fort Collins approval: traffic control plans, fire hydrant metering, homeowner notification letter, summary of equipment to be used, sources of materials, summary of trenchless UV lining method, subcontractors, proposed method of handling existing sewage while replacing lines. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 6 of 166 4. Temporary Bypass Pumping When pumping and bypassing is required, the Contractor shall provide a bypass plan to the City for approval, supply the pumps, conduits, and other equipment to divert the flow of sewage around the manhole section in which work is to be performed. The bypasses lines will be found in streets, easements and alleys with an average segment length of 400’. The bypassing system shall be watertight and not leaking. The Contractor will be responsible for furnishing the necessary labor and supervision to set up and operate the pumping and bypassing system. At no time will the bypass operation be unattended, including discharge hose in return manhole. The bypass system for sanitary lines shall be of sufficient capacity to handle estimated wet weather flow, as shown in Table 1 below. Assume stormwater lines are 90% clean and will not require bypass pumping. Minor sandbagging may be required. Pumps shall be equipped in a manner to keep hose noise to a minimum. Standby equipment will be available to allow continuous operation of bypass pumping despite equipment, pump, or generator failure. All bypassed sewage flow shall be returned to the sanitary sewer system. The return manhole shall have discharge hose second and be monitored to ensure it doesn’t come loose. The bypass piping shall not interfere with traffic unless absolutely necessary. The use of steel plates or other ramp materials is anticipated. With this type of sewer line rehabilitation, interruptions of the normal flow of sewage from residences and businesses are expected. The Contractor will be responsible for notifying the affected users and ensuring that any interruptions are as brief as possible. Table 1: Estimated Sanitary Sewer Wet Weather Flows 5. Flow Control Precautions Precautions must be taken to ensure sewer flow control operations do not cause flooding or damage to public or private property being served by the sewers involved. Contractor Diameter (in) Wet Weather Flow (GPM) 8 80 10 100 12 150 15 250 16 400 18 700 21 750 24 2,000 27 2,000 30 2,000 33 2,500 36 2,500 42 4,000 48 4,000 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 7 of 166 will be liable for private property damages caused by sewer blockages resulting from Contractor’s activities or lack of action to prevent. Contractor will be liable for punitive damages should the City of Fort Collins be fined by a regulatory agency because of the Contractor’s failure to control sewage flow. 6. Clean-Up The Contractor will remove all internal debris out of the sewer line that will interfere with the installation of cured-in-place pipe. Upon acceptance of the cured-in-place pipe installation and testing, the Contractor will restore surface to original condition within the project area affected by the operations. Waste material from sewer line and site restoration will be disposed of by the Contractor at his expense. All waste will be disposed of according to all local, state and federal regulations. Waste disposal cost shall be included in the per unit pricing. 7. Line Obstruction It will be the responsibility of the Contractor to clear the line of obstructions such as solids, roots and protruding service connections that will prevent the insertion of the liner. If inspection reveals an obstruction such as protruding service connection, dropped joint, or a collapse that will prevent the cured-in-place pipe process, and it cannot be removed by conventional sewer cleaning equipment, then the City of Fort Collins project manager will make a decision for the appropriate action prior to the commencement of the work. 8. Service Line Location During the inspection of the sanitary and storm sewer lines the Contractor will be responsible for locating all service connections to the sanitary and storm sewer mains. The Contractor will also determine if each individual service connection is active or inactive and to what property they are connected. Inactive service connections may or may not be reconnected. The project manager will make the final decision on reconnecting inactive services. 9. Inspection and Cleaning of Pipeline Prior to lining the pipe, the Contractor will clean and television inspect the sanitary and storm sewer lines. The Contractor will be required to purchase water through a hydrant meter. Contact Fort Collins Water Customer Service at (970) 222-0064. The Service Provider will inspect the sanitary and storm lines with a closed-circuit television unit (CCTV). At the time of this inspection the Contractor will produce electronic TV report and video files of the complete project. Cost for inspection and cleaning is to be included in unit price for rehabilitation. 10. Hours Working hours are from 7:00 am to 5:00 pm Monday through Friday, excluding federal holidays. City Project Manager may agree, in writing, to overtime or night work if conditions require it. 11. Confined Space Entry Any Contractor retained by the City of Fort Collins to perform permit space entry operations shall: Inform the City of Fort Collins of the permit space program that the Contractor will follow and of any hazards confronted or created in permit spaces, whether through a debriefing or during the entry operations. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 8 of 166 12. Traffic Control The Contractor shall follow all City of Fort Collins Work Area Traffic Control Policies and Procedures: https://www.fcgov.com/traffic/watc. Work locations will vary from residential, arterial, collector and alleyways. The Contractor will submit a written Traffic Control Plan in accordance with previously mentioned codes and manuals. When the contracted project requires more than one traffic control plan, more than one will be provided. All traffic control plans will be submitted to the Traffic Operations Superintendent. The Contractor shall appoint a Traffic Control Supervisor to each project. The Traffic Control Supervisor shall be certified as a Worksite Traffic Supervisor by the American Safety Services Association (ATSSA). Payment for traffic control will be made at the unit price, per day, named in the Bid Schedule, assuming a 10-hour work day. The Contractor shall be responsible for acquiring all necessary permits and safety requirements (flagging, right of entry, etc.) for work near railroads. 13. Public Information and Notification The Contractor will be responsible for contacting each home/apartment or business connected to the sanitary sewer informing them of the work to be done, and when the system will be offline and including but not limited to the following: a. Written notification to be delivered by mail one week prior to installation to each home or business describing work, schedule, what impact or how it affects tenants or owners, and a local telephone number of the Contractor they can call to discuss the project or problems. This is mandatory no exceptions will be allowed. Contractor is required to work with Utilities Customer Connections staff to create the notification. b. Personal contact with homeowners or apartment manager/front office on the day of pre-installation inspection of the sewer. Each lateral shall be verified by having the owner/tenant run water down their drain. If the owner/tenant is unavailable, other arrangements shall be made to drain water through the lateral. c. Personal contact with owner/tenant or apartment manager/front office and written notice the day prior to beginning reconstruction of the section of sewer to which they are connected. d. Personal contact with any home or business which cannot be reconnected within the time stated in the written notice. e. If required by a served business or homeowner, portable toilets for use by the occupants will be furnished and serviced by the Contractor. The cost of these items is considered to be included in the cost of the cured-in-place pipe installation. No additional payment will be made for these items. f. Daily notification of job location and schedule to the project manager is mandatory. This will be accomplished by emailing a report the night before or on the morning work will begin. This will be done for each location. The City of Fort Collins Utilities project manager will provide the necessary email information at the pre-construction meeting. g. The use of water from fire hydrants will be free to the Contractor. However, a hydrant meter/backflow preventer with auxiliary valve will be connected to the approved fire Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 9 of 166 hydrant. Only fire hydrants approved by the City of Fort Collins will be used. All fire hydrant use will be coordinated through the Water Utilities leak detection specialist Lindy Westcott @ 970-221-6234 or 970-222-0064. 14. Installation UV Cured-in-place pipe installation shall be in accordance with ASTM F2019. The quantity of resin used for tube impregnation shall be sufficient to fill the volume or air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. A vacuum impregnation process shall be used. A roller system shall be used to uniformly distribute the resin throughout the tube. Branch connections will be reopened without excavation, utilizing a remote- controlled cutting device (lateral reinstatement IT Cutters), monitored by a video TV camera. The Contractor will certify they have a minimum of two (2) complete working cutters before reconstruction. No additional time or compensation shall be awarded to the contractor in the event that work is stopped due to the Contractor’s failure to comply with this requirement. No additional payment will be made for excavations for the purpose of reopening connections and the Contractor will be responsible for all costs and liability associated with such excavation and restoration work. No service connection will remain out of service for more than 24 hours without the Contractor providing some means of temporary facilities or hotel accommodations for the residents. Service lines will be reconnected with 100% of their original capacity. For instances in which the size of a stormwater inlet prevents the installation of Cured-in- place pipe, the inlet(s) shall be removed by the Contractor. 15. Inspection Cured-in-place pipe samples will be prepared and tested in accordance with ASTM F2019, Section 8.1 using method 8.1.1 when space and size permits. The results will be submitted to the City of Fort Collins. A television inspection of the completed project will be performed by the Contractor. The City of Fort Collins may have a representative present at the time of this inspection. At the time of this inspection the Contractor will produce a DVD of the entire project. These video files will be delivered to the project manager electronically at completion of the project/work order. The Contractor will maintain bypassing operations during this inspection so the entire circumference of the pipe can be viewed. 16. Qualifications a. Liner Manufacturer: Company specializing in manufacturing the Products specified in this section shall be commercially proven and shall have current ISO-9001 certification. Liner Manufacturer shall provide proof of ISO certification. b. Installer: Contractor specializing in performing the work of this section and who is licensed and approved by the manufacturer. Contractor shall be certified by both the light cure liner Manufacturer and Equipment Manufacturer. Contractor shall have experience with projects of similar size and complexity as this project, minimum of 50,000 feet of installed light cure CIPP product within the last 3 years of similar diameter or project scope. Contractor shall supply references supporting the experience requirements. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 10 of 166 c. Unless otherwise allowed prior to bid acceptance, Liner Manufacturer experience shall not be utilized in lieu of actual installer experience. Installer experience refers to the actual Contractor intending to do the work. d. Project Superintendent: Project Superintendent shall have a minimum of 3 years’ experience as a Superintendent on light-cured CIPP projects and have supervised the installation of 25,000 feet of installed light-cured CIPP product within the last 3 years, or otherwise allowed prior to bid acceptance. Contractor shall supply references supporting the Superintendent experience requirements. e. Full Time Project Superintendent will be required and MUST be on site at all times throughout the duration of the lining work. 17. Project Contact Contractor(s) will be expected to provide a primary and a back-up contact person for all Work Orders. Both the primary and back-up contact will be involved in the following: agreement on the work to be performed, work schedules, prepare quotes, construction details, making contact with customers, settling disputes, site inspections, work acceptance, change orders, and other issues. 18. Warranty The Contractor and the manufacturer shall warranty all materials and workmanship for a period of two (2) calendar years. The warranty shall cover, but not limited to the following: Defects discovered in material used in the project. Failure of liner to remain formed to the previously existing sewer line. Lateral connections that were active but not reconnected to the line at the time of construction. Any damages resulting from same. 19. Subcontractors Vendors will be responsible for identifying any subcontractors in their proposal. Please note that the City will contract solely with the awarded Vendor; therefore, subcontractors will be the responsibility of the Vendor. 20. Standard Of Conduct The successful Contractor shall be responsible for maintaining satisfactory standards of employees’ competency, conduct, courtesy, appearance, honesty, and integrity, and shall be responsible for taking such disciplinary action with respect to any employee, as may be necessary. The personal conduct of the Contractor and its staff has a direct impact on the quality of performance. Unacceptable personal conduct/behavior by the Contractor, as defined herein, may result in immediate or early termination of the Agreement. The City may request the Contractor to immediately remove from this assignment any employee found unfit to perform duties due to one or more of the following reasons: (1) Neglect of duty. (2) Disorderly conduct, use of abusive or offensive language, quarreling, intimidation by words or actions or fighting. (3) Theft, vandalism, immoral conduct or any other criminal action. (4) Selling, consuming, possessing, or being under the influence of intoxicants, including alcohol, or substances while on assignment for the City. All City owned or operated facilities and their grounds are non-smoking sites. All City parks, trails and natural areas are also non-smoking. Agents and employees of Contractor working for the City shall present a clean and neat appearance. Prior to performing any work for the City, Contractor shall require each of Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 11 of 166 their employees to wear ID badges or uniforms identifying: Contractor by name, the first name of their employee and a photograph of their employee if using an ID badge. Their employee shall wear or attach the ID badge to the outer garments at all times. 21. Language Requirement The Contractor shall have a person at each job site while work is being performed who is able to speak English. 22. Unsatisfactory Operations Should it be necessary to halt the work because of incorrect or unsatisfactory operations under the terms of the awarded contract or because of failure to follow safety standards applicable hereto, the Contractor must take immediate steps to remedy the deficiencies. Should repair or correction of any safety defect or deficiency not be immediately undertaken and should the City of Fort Collins be required to protect the site or make the repair or correction, the cost of such work shall be deducted from payment due the Contractor. 23. Fees, Licenses, Permits The successful Contractor shall be responsible for obtaining any necessary licenses, fees or permits without additional expense to the City. All equipment shall be properly licensed and insured, carry the appropriate permits and be placarded as required by law. Projects within the State Highways require a permit from the Colorado Department of Transportation. The Contractor shall make application to the City of Fort Collins by filling out the appropriate forms. Before and after normal working hours 7:00 am to 5:00 pm the City of Fort Collins requires a noise ordinance variance permit. The request form can be obtained at https://www.fcgov.com/specialevents/pdf/noise-variance-form.pdf. If Contractor vehicles or equipment are parked in designated parking areas parking permits will need to be obtained from parking enforcement at 970-221-6617. 24. Accident Reporting Any accident resulting in damage to property or causing personal injury within the limits of a work site shall be immediately reported to the appropriate police agency, other required agencies, Project Manager and the City of Fort Collins Risk Management Department. The Contractor shall immediately contact the Utility Operator/Owner and the City of Fort Collins when damage to an underground facility is identified. If a natural or propane gas line is damaged, the Contractor must call 911 prior to notifying the Utility Operator. The Contractor shall not backfill around the underground utility line until the Utility Operator has repaired the damage and has given clearance to backfill. The City of Fort Collins will not pay the Contractor for labor, vehicles, material, or equipment or any other cost associated with the repair to any at-fault damage. Failure to comply may result in a verbal warning, suspension of the crew, loss of work, and/or termination of the Agreement. 25. Measurement And Payment Payment will be made based on unit price of material actually installed in the sanitary and storm water systems. Measurement for cured-in-place pipe payment will be that footage measured from center of manhole to center of manhole or actual length of line. Mobilization, hydrant meter access and bypass pumping will be paid lump sum at the end of each project. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 12 of 166 Pricing shall remain valid during the initial term of the Agreement for the same services and materials required for the expansion or modification of the particular project scope or design. Proposed pricing for each unit shall reflect the entirety of cost due to the Contractor for the scope of work defined by this document, inclusive of materials, shipping, labor, benefits, profit, overhead, permitting, and any other direct and/or indirect costs. Pricing shall include all mobilization, site preparation, work area protection, site restoration, and traffic control necessary to perform the task safely and according to all applicable specifications referenced in this document. The City of Fort Collins shall not be invoiced for costs associated with scrap or waste materials. If Contractor is to store and issue material from their facility, the material shall be new and unused when it is installed at the project site and shall be per the City specification. All pricing shall be “open book” and at the City’s request the Contractor shall provide cost or pricing data including but not limited to subcontractor quotes, material quotes, invoices, labor, equipment usage, etc. Traffic control will be paid per unit pricing. Restoration of active service connections will be paid per connection by project. 26. Safety Practices, Safety Documentation and Training Contractor(s) shall comply with all engineering, safety, and operating requirements concerning installation of equipment in, on or around utility facilities; obtaining access facilities; and adhering to operating rules and requirements involving safe contact with utility equipment and water, gas and power lines, and confined spaces. Contractor(s) shall adopt Utility’s minimum safety standards as the baseline requirements. Contractor shall complete the Contractor Safety Form, Section 00440. The City reserves the right to deem a Contractor non-responsible and ineligible to be considered for the project in the event such Contractor’s safety record does not meet the City’s safety standards, in the City’s sole discretion. The Contractor’s safety record will be evaluated by the evaluation team as an element of determining whether the contractor is responsible. Contractors whose safety record is judged to be unacceptable (above 1.0 for Experience Modification Rating (EMR) and 5.0 for Total Recordable Incident Rate (TRIR)) may be deemed ineligible to be considered for contract award at the City’s sole discretion. 27. Current Standards The Contractor(s) shall also follow all applicable City of Fort Collins and State of Colorado Department of Transportation Standard Specifications and Construction Details, as applicable. The Contractor(s) shall be aware of all standards and their application. Ignorance or lack of knowledge shall not be an excuse for improper work to occur. Any work constructed in violation of any applicable code shall be corrected and re-installed properly at the Contractor’s expense. All work and/or materials must meet current standards in force by recognized technical and professional societies, trade and materials supply associations, institutes and organizations, bureaus and testing laboratories, and national, federal, state, county, and local laws, codes and ordinances. All work shall be performed in accordance with ANSI Z133.1 A300 and all applicable OSHA requirements, AWWA Standards, local, State of Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 13 of 166 Colorado and Federal laws and regulations and municipal ordinances to include American Disabilities Act (ADA). In performing the Services required hereunder, the Contractor agrees to meet all the requirements of the Americans with Disabilities Act of 1990, and all applicable rules and regulations (the 'ADA'), which are imposed directly on the Contractor or which would be imposed on the City as a public entity. The Contractor agrees to be responsible for knowing all applicable requirements of the ADA and to defend, indemnify and hold harmless the City, its officials, agents and employees from and against any and all claims, actions, suits or proceedings of any kind brought against said parties as a result of any acts or omissions of the Contractor or its agents in violation of the ADA. Contractor(s) are retained by the City of Fort Collins based on Contractor’s expertise and experience in the type of work that is the subject of this Contract. Contractor(s) represent and warrant that Contractor is familiar with the aforementioned Codes. Construction methods and techniques used by the Contractor(s) shall be in accordance with the recommended practices and procedures published by leading industry manufacturers and trade associations. The City of Fort Collins Development Construction Standards for Water, Wastewater and Stormwater located at https://www.fcgov.com/utilities/img/site_specific/uploads/water_wastewater_construction _standards.pdf. 28. Rates During the project, the pricing is to be held firm, no increases in the Rates will be allowed. No greater than seven and one-half percent (7.5%) markup is allowed on rental items, materials, or subconsultants/subcontractors. Overhead, profit, insurance, general & administrative expenses, shall be included in the unit prices. B. SUBMITTALS 1. Submit Contractor and Liner Manufacturer Qualifications. 2. Submit Liner Manufacturer’s documentation, affidavits, and approvals as follows: a. Liner Manufacturer’s current ISO 9001 Certification. b. Liner Manufacturer’s recommended storage and handling, installation, curing, and sampling procedures. c. Letter of Certification by the liner manufacturer stating the CIPP Contractor’s and Superintendents licensure to install the provided CIPP. d. Letter of certification by the liner manufacturer that the CIPP liner is manufactured per Section 5 of ASTM F2019, and the resin is suitable for the installed environment and for light curing. e. Letter of Certification that the curing equipment to be used is compatible with the proposed lining product(s). f. Submit Curing Protocols, Charts, Procedures and Curing Equipment Wheel and/or leg configurations as recommended by the liner manufacturer for each liner dimension. g. Submit Certification that the Contractor has been properly trained in the use of the equipment. 3. Submit CIPP material data and testing as follows: a. Affidavit for third party testing laboratory. b. Certified test reports for long-term and short-term material properties and chemical resistance. A letter of surety, signed by an officer of the manufacturer, shall be Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 14 of 166 provided with all testing results stating that the materials tested and submitted, and the materials provided for this project are the same or comparable. c. Certified Hamburg Model testing results. d. Certified Test Results for abrasion resistance in accordance with DIN EN 295-3 / DIN 19565. e. Sampling plans and certified test results of installation/field samples. f. Proposed sampling locations. 4. Submit representative CIPP design thickness calculations provided by the Contractor as determined by the Owner. 5. Submit project specific CIPP Installation Plan a. Submit project CCTV Inspection records, curing protocols, and reports. Inspections and reports shall be provided for each installation including: b. Pre-inspection c. Installation Curing Protocol d. Post-installation 6. Submit Liner Manufacturer Defect Warranty information. 7. Submit materials and methods for sealing termination points at manhole connections as follows: a. Sealing Product Manufacturer’s literature and technical data for provided products. Per ASTM F2019, a preformed hydrophilic expanding material, able to with-stand hydration and de-hydration cycles in sanitary sewer service, shall be used between the liner and host pipe at all locations where the CIPP enters and exits the pipe at manholes or similar access points 8. Contractor shall submit a repair plan to OWNER or OWNER’S Project Manager should corrections to the Work be required. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 15 of 166 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term “Bidder” means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The term “Successful Bidder” means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER’s evaluation as hereinafter provided) makes an award. The term “Bidding Documents” includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). The term “ENGINEER” refers to OWNER. 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300 and 00400, fully executed. 2.4. OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications provided in Section 00420. As applicable, Bidder must possess all required state and local licenses. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder’s performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder’s performance of the contract. 3.3. Each Bidder may be required to show that any Work previously performed by the Bidder has no claims pending against such Work. No Bid will be accepted from a Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 16 of 166 Bidder who is engaged on any other Work which would impair their ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize itself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize itself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder’s observations with the Contract Documents, and notify ENGINEER of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project and submittal of bids should be directed to the City of Fort Collins’ Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER. 5.4. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing System webpage. 6.0 BID BOND 6.1. Each Bid must be accompanied by Bid Security in an amount no less than five (5) percent of the Bid. The Bid Bond must be executed by a SURETY meeting the requirements of the General Conditions for surety bonds. If a SURETY does not issue electronic Bid Bonds, a scanned copy of the Bid Bond must be submitted electronically through Rocky Mountain E-Purchasing System at the time of bidding, and the hard copy Bid Bond must be mailed to the Purchasing Department at PO Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 17 of 166 Box 580, Fort Collins CO 80522 and received by OWNER prior to contract execution. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or ninety (90) days after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned. 7.0 CONTRACT TIME The number of days within which, or the date by which the Work is to reach Substantial Completion and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in Section 00520. 9.0 SUBSTITUTE (“OR EQUAL”) MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or “or equal” items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or “or equal” item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the “effective date of the Agreement”. The procedure for submittal of any such application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions which may be further defined in the Supplementary Conditions. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors proposed for use in the Work. Refer to Section 00430 contained within the Contract Documents. The Bidder may only utilize the subcontractors stated in Section 00430 except in the event that the OWNER requires a change in accordance with Section 10.2 below. Should the Bidder request a change to the subcontractor list, OWNER approval shall be required. Proposed subcontractor/supplier qualifications and references may be requested to be submitted within 3 business days after bid opening. Subcontractor/supplier responsibility will be determined in accordance with Section 8-160 of the Code of the City of Fort Collins. 10.2. If OWNER or ENGINEER after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 18 of 166 substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or ENGINEER does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 11.0 BID FORM 11.1. A copy of the Bid Form will be posted at http://www.bidnetdirect.com/colorado/city- of-fort-collins. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. In the event that there are unit price items in a bid schedule and the “extended amount” indicated for a unit price of a bid item does not equal the product of the unit price and quantity listed, the unit price shall govern, and the extended amount will be corrected accordingly. If there is more than one bid item in a bid schedule, and the total indicated for the schedule does not agree with the sum of prices of the individual bid items, the prices bid on the individual items shall govern and the total for the schedule will be corrected accordingly. The Contractor will be bound by said corrections. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, the title must appear under signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 12.0 BID PRICING Bids must be priced as set forth in the Bid Schedule or Schedules. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 19 of 166 13.0 SUBMISSION OF BIDS 13.1. Bids shall be submitted prior to the time and date stated in the Bid Documents or any extension thereof made by addendum, electronically using Rocky Mountain E- Purchasing System at the time and place indicated in the Invitation to Bid and accompanied by the documents identified as required in Sections 00300 & 00400. Bids received after the time and date for receipt of Bids will not be accepted. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, physically mailed or delivered or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS 14.1. Bids may be modified or withdrawn at any time prior to the opening of Bids on RMEPS. 14.2. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 BID OPENING Bids will be opened and read aloud publicly as indicated in the Invitation to Bid. A Bid Tally of the amounts of the Base Bids and major alternates (if any) will be made available on RMEPS after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE All Bids shall remain open for ninety (90) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid prior to that date. 17.0 AWARD OF CONTRACT 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive, or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 20 of 166 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder’s proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER’s satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder for each project whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. The basis for award shall be as noted in Section 00300. The City may elect where applicable, to award bids on an individual item/group basis or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder(s) a Notice of Award within ninety (90) days after the date of the Bid opening, or a mutually agreed upon date. 18.0 PERFORMANCE & PAYMENT BONDS The General Conditions and the Supplementary Conditions set forth OWNER’s requirements as to Performance and Payment Bonds. When the awarded CONTRACTOR delivers the executed Agreement to the OWNER, it shall be accompanied by the required contract bonds. 19.0 SIGNING OF AGREEMENT When OWNER gives a Notice of Award to the awarded CONTRACTOR it will be accompanied by the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the AGREEMENT and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver the executed AGREEMENT to CONTRACTOR. 20.0 TAXES OWNER is exempt from Colorado State Sales and Use Tax as applicable. Said taxes shall not be included in the Contract Price. 21.0 RETAINAGE Provisions concerning retainage are set forth in the Agreement. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 21 of 166 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder’s authorized signature of this Bid assures the Bidder’s compliance with the City’s purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Division or the City Clerk’s office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 BID RESULTS Bid results will be posted at http://www.bidnetdirect.com/colorado/city-of-fort-collins. 24.0 SCHEDULE All work is expected to be completed within one hundred eighty (180) days from the Notice to Proceed. The anticipated schedule for this project is as follows: Item Dates Bid Issue Date 8/15/2023 Deadline for questions 8/24/2023 Addendum issued 8/29/2023 Bid Due 9/7/2023 Tentative start date 10/9/2023 END OF SECTION Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 22 of 166 SECTION 00300 BID FORM Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 23 of 166 SECTION 00300 BID FORM PROJECT: 9807 2023 UV Cured-In-Place Pipe Projects Date: 1. In compliance with your Invitation to Bid dated , 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Contract Documents pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a Bid Bond in the sum of ($ ) in accordance with the Invitation to Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written Notice of Award is delivered to the address given on this Bid. The name and address of the corporate SURETY with which the Bidder proposes to furnish the specified Performance and Payment Bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule(s) subject to change(s) as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through . 8. COLORADO OPEN RECORDS ACT The undersigned Bidder acknowledges that the City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any bids submitted hereunder is subject to public disclosure by the City pursuant to CORA and City ordinances. All submitted bids, Bid Forms, and the awarded contract will be considered public records subject to disclosure under CORA. By responding to Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 24 of 166 this Bid, Contractor hereby waives any and all claims for damages against the City for the City’s good faith compliance with CORA. 9. The undersigned Bidder hereby acknowledges the documents listed below are required elements of the Bid and must be submitted with the Bid. The City may reject any incomplete Bids as non-responsive. Bid Form (this Section 00300) Bid Schedule (Excel Spreadsheet – complete all three (3) sheets) Electronic Bid Bond (Item 3 above and Section 00410) for five (5) percent of the Base Bid amount Acknowledgement of Addenda (Item 7 above) Statement of Bidder's Qualifications (Section 00420) Schedule of Subcontractors (Section 00430) Safety Form (Section 00440) 10. BID SCHEDULE (Base Bid) At the City’s option the basis of award is the low responsive and responsible Bid per project, group of projects or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. Bidders must complete the Excel spreadsheet issued separately and return it in Excel format. 1. Stormwater Total Bid in Words $ Numerical value $ 2. Wastewater Total Bid in Words $ Numerical value $ 11. PRICES The foregoing prices shall include but is not limited to all labor, materials, overhead, profit, insurance, etc., for completion of the Work. Bidder acknowledges that the OWNER has the right to change items prior to award or during Construction at their sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 25 of 166 12. Contractor makes the following representations to City: a. All of the statements and representations made in this proposal are true to the best of the Service Provider/Professional’s knowledge and belief. b. Service Provider/Professional commits that it is able to meet the terms provided in this proposal. c. This proposal is a firm and binding offer, for a period of 90 days from the date hereof. d. Service Provider/Professional further agrees that the method of award is acceptable. e. Service Provider/Professional acknowledges no conflict of interest. RESPECTFULLY SUBMITTED: Legal Firm Name: Physical Address: Remit to Address: Phone: Name of Authorized Agent of Firm: Signature of Authorized Agent: Primary Contact for Project: Title: Email Address: Phone: Cell Phone: (Seal - if Bid is by corporation) Attest: Address Telephone Email Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 26 of 166 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 00440 Safety Form Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 27 of 166 SECTION 00410 BID BOND KNOW ALL PEOPLE BY THESE PRESENTS: that we, the undersigned as PRINCIPAL, and , as SURETY, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ ($ ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the PRINCIPAL has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, . NOW THEREFORE, (a)If said Bid shall be rejected, or (b)If said Bid shall be accepted and the PRINCIPAL shall execute the Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for their faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the SURETY for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The SURETY, for value received, hereby stipulates and agrees that the obligations of said SURETY and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said SURETY does hereby waive notice of any such extension. SURETY Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the PRINCIPAL and the SURETY have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 28 of 166 PRINCIPAL SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 29 of 166 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered, and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information if needed. 1. Name of Bidder: 2. When was Bidder’s firm organized: 3. If your firm is a corporation, where is the firm incorporated? 4. How many years has the firm been engaged in the contracting business under the present firm or trade name? 5. Provide a list of the contracts on hand: (list these, showing the amount of each contract and the anticipated dates of completion.) 6. What is the general character of Work performed by your company? 7. Have you or a firm for which you were a principal ever failed to complete any Work awarded to you? If so, where and why? 8. Has the firm ever defaulted on a contract? If so, where and why? 9. Is the firm debarred by any government agency? If yes, list agency name. 10. Provide the background and experience of the principal members of your organization, including officers: 11. Credit available: $ 12. Bank Reference: 13. Will you, upon request, provide a detailed financial statement for your Company and furnish any other information that may be required by the OWNER? Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 30 of 166 14. Does the firm hold a Right of Way license with the City of Fort Collins? 15. Are any lawsuits pending against you or your firm at this time? If yes, provide detail 16. REFERENCES The undersigned Bidder shall provide three (3) completed or under construction project references of similar scope and price from the past three (3) years. It is the City’s preference that the reference projects use the same Project Manager as the CONTRACTOR is proposing for this project. It is preferred that references are from three separate owners and shall include a brief project description, owner contact information (name, title, email, and phone number), and total contract value. References may be checked by the City and bids that do not include the required and satisfactory references may be deemed non-responsive. The City reserves the right to request additional project references at its sole discretion. Project 1 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 2 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 3 Name: Brief Description: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 31 of 166 Contract Value: Client: Contact Name: Title: Phone: Email: 17. Submit Contractor and Liner Manufacturer Qualifications. 18. Submit Liner Manufacturer’s documentation, affidavits, and approvals as follows: a. Liner Manufacturer’s current ISO 9001 Certification. b. Liner Manufacturer’s recommended storage and handling, installation, curing, and sampling procedures. c. Letter of Certification by the liner manufacturer stating the CIPP Contractor’s and Superintendents licensure to install the provided CIPP. d. Letter of certification by the liner manufacturer that the CIPP liner is manufactured per Section 5 of ASTM F2019, and the resin is suitable for the installed environment and for light curing. e. Letter of Certification that the curing equipment to be used is compatible with the proposed lining product(s). f. Submit Curing Protocols, Charts, Procedures and Curing Equipment Wheel and/or leg configurations as recommended by the liner manufacturer for each liner dimension. g. Submit Certification that the Contractor has been properly trained in the use of the equipment. 19. Submit CIPP material data and testing as follows: a. Affidavit for third party testing laboratory. b. Certified test reports for long-term and short-term material properties and chemical resistance. A letter of surety, signed by an officer of the manufacturer, shall be provided with all testing results stating that the materials tested and submitted, and the materials provided for this project are the same or comparable. c. Certified Hamburg Model testing results. d. Certified Test Results for abrasion resistance in accordance with DIN EN 295-3 / DIN 19565. e. Sampling plans and certified test results of installation/field samples. f. Proposed sampling locations. 20. Submit representative CIPP design thickness calculations provided by the Contractor as determined by the Owner. 21. Submit project specific CIPP Installation Plan a. Submit project CCTV Inspection records, curing protocols, and reports. Inspections and reports shall be provided for each installation including: b. Pre-inspection c. Installation Curing Protocol d. Post-installation 22. Submit Liner Manufacturer Defect Warranty information. 23. Submit materials and methods for sealing termination points at manhole connections as follows: a. Sealing Product Manufacturer’s literature and technical data for provided products. Per ASTM F2019, a preformed hydrophilic expanding material, able to with-stand hydration Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 32 of 166 and de-hydration cycles in sanitary sewer service, shall be used between the liner and host pipe at all locations where the CIPP enters and exits the pipe at manholes or similar access points. 24. Contractor shall submit a repair plan with the Bid response for corrections that may need to be made to completed Work. 25. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. By signing below, the Contractor agrees that the answers to the foregoing questions and all statements therein contained are true and correct. Company: By: Printed: Title: State of ____________________ County of ____________________ Signed before me on _______________________, 20____ by __________________________________ (name(s) of individual(s) making statement). ____________________________________ (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 33 of 166 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors and their corresponding Work items when performing over 10% of the total bid. WORK ITEM SUBCONTRACTOR Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 34 of 166 SECTION 00440 SAFETY FORM Please complete the following form to provide information about your Company’s safety records and procedures. This information will be included in the evaluation of the submitted proposal. We reserve the right to request additional documentation, at any point, that supports the accuracy of this form. Section 1. General Information Company Name Number of Employees Full Time: Part Time: Seasonal: Insurance Carrier Self-insured for Workers Compensation? Y ☐ N ☐ Section 2. Health and Safety Professional Information Does your company have a full-time dedicated Safety Officer? Y ☐ N ☐ If yes, provide the following information for the dedicated Safety Officer: Name: Title: Phone Number: Email: If no, provide the following information of the person responsible for safety in your company: Name: Title: Phone Number: Email: Provide the following information for the site safety Point of Contact: Name: Title: Phone Number: Email: Section 3. Health and Safety Program Does your company have a written Company Safety Program? Y ☐ N ☐ Does the written Company Safety Program cover the work activities proposed by your company for this project? Y ☐ N ☐ Does the written Company Safety Program include the following: Health and Safety Training Y ☐ N ☐ Employee/Management Responsibility Y ☐ N ☐ Hazard Recognition and Control Y ☐ N ☐ Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 35 of 166 Incident Reporting and Investigation Y ☐ N ☐ Describe a typical job site safety briefing (time, location, frequency, topics, documentation). How does your company ensure health and safety program compliance throughout the project? Does your company perform written Job Hazard Analysis’s (JHA’s) regularly and document them? Y ☐ N ☐ How often does your company conduct Health and Safety audits or inspections? Does your company have a written corrective action plan for any findings? Y ☐ N ☐ Section 4. Training and Certifications List required safety training ALL employees receive: List specialized safety training employees receive as needed: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 36 of 166 Does your company maintain records of all safety training and certifications? Y ☐ N ☐ Section 5. Safety Equipment (Engineered Controls) Will your company be performing any Trenching/Excavation and Confined Space Activities? Y ☐ N ☐ If yes, list what protective shoring equipment you will have available for the job site? If entering Permit Required Confined Spaces (PRCS), such as vaults or sewers, what is your procedure for these activities? Section 6. Health and Safety Records List the Company’s Experience Modification Rate (EMR) for the previous 3 years Year: EMR: Year: EMR: Year: EMR: For any EMR greater than 1, provide an explanation for the rating and describe the corrective action taken by the Company. Use additional pages if needed. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 37 of 166 Provide the number of injuries and illnesses recorded (OSHA 300 log or equivalent) in the previous 3 years: Calendar Year Year: Year: Year: Number of Fatalities Number of OSHA recordable cases Number of OSHA modified duty cases Number of OSHA lost time cases OSHA Total Recordable Incident Rate (TRIR) Number of recordable cases x 200,000 Number of hours worked OSHA DART Rate (Days Away Restricted or Transferred) Number of DART cases x 200,000 Number of hours worked Average number of employees on payroll Have any OSHA citations been issued to your company in the past 3 years? Y ☐ N ☐ If yes, list the citations and for each, provide the type of violation, an explanation for the citation, the penalty issued, and describe the corrective action taken by the Company. Limit your response to projects that have occurred in the Rocky Mountain region. Use additional pages if needed. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 38 of 166 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 39 of 166 SECTION 00510 NOTICE OF AWARD DATE: [Date] TO: [Contractor] PROJECT: 9807 2023 UV Cured-In-Place Pipe Projects OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") CONTRACTOR is hereby notified that your Bid dated [CONTRACTOR'S Bid Date] for the above project has been considered. CONTRACTOR is the apparent successful Bidder and has been awarded an Agreement for . The Price of the Agreement is ($ ). One (1) copy of all Contract Documents accompany this Notice of Award. Additional copies of the drawings may be requested from the Project Manager. CONTRACTOR must comply with the following conditions within fifteen (15) days of the date of this Notice of Award, that is by [Date]. 1. CONTRACTOR must deliver to the OWNER a fully executed Agreement complete with authorized signature on the signature page. 2. CONTRACTOR must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. City of Fort Collins OWNER By: Gerry Paul Purchasing Director Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 40 of 166 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and [Contractor] (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of 9807 2023 UV Cured-in- Place Projects. ARTICLE 2. CHANGE ORDERS The City, may, at any time during the term and without invalidating the Agreement, make changes to the particular services. Such changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as 00950, consisting of one (1) page and incorporated herein by this reference. ARTICLE 3. ENGINEER The Project has been designed by OWNER, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 4. CONTRACT TIMES 4.1. The Work shall be Substantially Completed by the CONTRACTOR, as evidenced by the issuance of the Certificate of Substantial Completion, within ( ) calendar days after the date of the Notice to Proceed. 4.2. The Work must be completed by the CONTRACTOR and ready for Final Payment and Acceptance in accordance with Article 14 of the General Conditions within ( ) calendar days after Substantial Completion. 4.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraphs 4.1 and 4.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 41 of 166 They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated Damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion. One thousand dollars ($1,000) for each calendar day or fraction thereof, during one (1) to thirty (30) days after the Substantial Completion date established in Section 00530 Notice to Proceed until the work is Substantially Complete; if incomplete after thirty (30) days, the liquidated damages are one thousand, five hundred dollars ($1,500) per calendar day, or fraction thereof, until the work is Substantially Complete. 2) Final Payment and Acceptance: After Substantial Completion, five hundred dollars ($500) for each calendar day or fraction thereof after thirty (30) calendar days after Substantial Completion until the Work is ready for Final Payment and Acceptance. ARTICLE 5. CONTRACT PRICE 5.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents as follows: ($ ), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 6. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be calculated on the basis of the progress of the Work. I In the case of Unit Price Work, progress payments will be based on the number of units completed and pricing will be in accordance with the Bid Form, Section 00300. 6.1.1. APPLICATION FOR PAYMENT Applications for Payment should be emailed monthly to invoices@fcgov.com with a copy to the Project Manager. The cost of the work completed shall be paid to the Contractor each month following the submittal of a correct payment application completed in accordance with the Application for Payment, Section 00960. Supporting documentation should include the project name, Purchase Order number, task description, hours worked, personnel/work type category, hourly rate for each employee/work type category, date of the work performed specific to the task, percentage of that work that has been completed by task, 3rd party supporting documentation with the same detail and a brief progress report. Payments will be made using the prices stated in the Work Order. In the event a service is requested that is not stated in the Work Order, Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 42 of 166 the Contractor and the City will negotiate an appropriate unit price for the service prior to the Contractor initiating such work. The City pays payment applications on Net 30 terms. 6.1.2. Prior to Substantial Completion, OWNER will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Article 14.7 of the General Conditions. If, in the sole discretion of OWNER, on recommendation of ENGINEER, OWNER determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in Article 14.2 of the General Conditions) may be included in the Application for Payment 00960. 6.1.3. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with Article 14.7 of the General Conditions or as provided by law. 6.2. FINAL PAYMENT AND ACCEPTANCE. Upon Final Payment and Acceptance of the Work in accordance with Article 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Article 14.13. ARTICLE 7. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, local conditions, and all applicable Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 7.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 7.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, studies, and subsurface or physical conditions, Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 43 of 166 identified in the Supplementary Conditions, at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of Article 4.3 of the General Conditions. 7.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 7.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 8. CONTRACT DOCUMENTS 8.1. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions and Supplementary Conditions. Contract Documents are further defined in Article 1.10 of the General Conditions and other items as stated below, all of which are incorporated herein by this reference. 8.2. Forms for use by CITY and/or CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 8.2.1. Section 00300 Bid Form 8.2.3. Section 00430 Schedule of Subcontractors 8.2.4. Section 00440 Safety Form 8.2.9. Section 00510 Notice of Award 8.2.10. Section 00520 Agreement 8.2.11. Section 00525 Scope of Work 8.2.12. Section 00530 Notice to Proceed 8.2.13. Section 00610 Performance Bond 8.2.14. Section 00615 Payment Bond 8.2.15. Section 00630 Certificate of Insurance 8.2.16. Section 00635 Certificate of Substantial Completion Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 44 of 166 8.2.17. Section 00640 Certificate of Final Acceptance 8.2.18. Section 00650 Lien Waiver Releases 8.2.19. Section 00660 Consent of SURETY 8.2.20. Section 00700 General Conditions 8.2.21. Section 00800 Supplementary Conditions 8.2.22. Section 00950 Change Order 8.2.23 Section 00955 Work Change Directive 8.2.24 Section 00960 Application for Payment 8.3. Specifications, Reports & Drawings, dated and consisting of a cover sheet and sheets numbered as follows: ARTICLE 9. MISCELLANEOUS 9.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights, obligations or interests in or under the Contract Documents will be binding on another party hereto without the prior written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Documents. Any such assignment without the required prior written consent of the OWNER, shall be deemed null and void and have no effect. 9.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, promises, and obligations in this Agreement and in the Contract Documents. 9.4 To the extent this Agreement or any provision in it constitutes a multiple fiscal year debt or financial obligation of the OWNER, it shall be subject to annual appropriation by OWNER’S City Council as required in Article V, Section 8(b) of the City Charter, City Code Section 8-186, and Article X, Section 20 of the Colorado Constitution. The OWNER shall have no obligation to continue this Agreement in any fiscal year for which no such supporting appropriation has been made. 9.5 The laws of the State of Colorado shall govern the construction, interpretation, execution, and enforcement of this Agreement. The Parties further agree that Larimer County District Court is the proper venue for all disputes. If the OWNER subsequently agrees in writing that the matter may be heard in federal court, venue will be in Denver District Court. 9.6 All notices provided under this Agreement shall be effective immediately when emailed or three business days from the date of the notice when mailed to the following addresses: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 45 of 166 Contractor: City: Copy to: Attn: Email Address City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 Email Address City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 purchasing@fcgov.com OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR] By: By: Kelly DiMartino, City Manager (over $1,000,000) PRINTED By: Gerry Paul, Purchasing Director Title: Date: Date: Attest: (CORPORATE SEAL) Attest: Approved as to Form: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 46 of 166 SECTION 00530 NOTICE TO PROCEED Original Bid Number & Name: 9807 2023 UV Cured-In-Place Pipe Projects Description of Work: To: [CONTRACTOR] This notice is to advise you: That the Contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. Therefore, as the CONTRACTOR for the above described Work, CONTRACTOR is hereby authorized and directed to proceed with the Work to begin on . The dates for Substantial Completion and Final Acceptance shall be , 20 and , 20 , respectively. Dated this day of , 20 . City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: [CONTRACTOR] By: Title: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 47 of 166 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of SURETY 00670 Application for Exemption Certificate Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 48 of 166 SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522, a home rule municipality, hereinafter referred to as the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the PRINCIPAL entered into a certain Agreement with the OWNER, dated the [Day] day of [Month] in the year of 20[Year], a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, 9807 2023 UV Cured-In-Place Pipe Projects. NOW, THEREFORE, if the PRINCIPAL shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without any notice to the SURETY and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 49 of 166 IN WITNESS WHEREOF, this instrument is executed this _____ day of _____ ____, 20__. IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS _____________________________ By: _____________________________ By: IN PRESENCE OF: SURETY _____________________________ By:_____________________________________ _____________________________ (Address) (SURETY Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Attach to form when submitted: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 50 of 166 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 , a home rule municipality, a home rule municipality, hereinafter referred to as "the OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the PRINCIPAL entered into a certain Agreement with the OWNER, dated the [Day] day of [Month] in the year of 20[Year], a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, 9807 2023 UV Cured-In-Place Pipe Projects. NOW, THEREFORE, if the PRINCIPAL shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including but not limited to, all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 51 of 166 IN WITNESS WHEREOF, this instrument is executed this day of , 20__. IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS _____________________________ By: _____________________________ By: IN PRESENCE OF: SURETY _____________________________ By:_____________________________________ _____________________________ (Address) (SURETY Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Attach to form when submitted: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 52 of 166 SECTION 00630 CERTIFICATE OF INSURANCE The CONTRACTOR will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the CONTRACTOR shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies. In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Contractor, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the CONTRACTOR under this Agreement. Insurance certificates should show the certificate holder as follows: City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 The City, its officers, agents and employees shall be named as additional insureds on the Contractor 's general liability and automobile liability insurance policies by marking the appropriate box or adding a statement to this effect on the certificate, for any claims arising out of work performed under this Agreement. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The CONTRACTOR shall maintain during the life of this Agreement for all of the CONTRACTOR’s employees engaged in work performed under this agreement. Workers' Compensation & Employer’s Liability insurance shall conform with statutory limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee, or as required by Colorado law. B. General Liability. The CONTRACTOR shall maintain during the life of this Agreement such General Liability as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for General Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. C. Automobile Liability. The CONTRACTOR shall maintain during the life of this Agreement such Automobile Liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for Automobile Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. D. Builder’s Risk. The CONTRACTOR shall maintain during the term of this Agreement builder’s risk insurance in the amount of full insurable replacement cost. The insurance shall: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 53 of 166 Be written on a builder’s risk “all risk” policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; earthquake and other earth movement; flood; collapse; explosion; debris removal; demolition; and water damage (other than that caused by flood). Cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, construction, erection, or completion of the Work, including OWNER-furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures E. Subcontractors. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. F. Primary Coverage. For any claims related to the Agreement, CONTRACTOR’s insurance shall be primary coverage, and any insurance or self-insurance maintained by the City, its officers, agents and employees shall be in excess of the CONTRACTOR’s insurance and shall not contribute with it. G. Waiver of Subrogation. CONTRACTOR will grant to the City a waiver of any right of subrogation which any insurer of CONTRACTOR may acquire against the City by virtue of any payment of any loss. CONTRACTOR agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 54 of 166 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 9807 2023 UV Cured-In- Place Pipe Projects PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: [Contractor] CONTRACT DATE: [Date] The Work performed under this AGREEMENT has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the Project or specified part of the Project, as indicated above is hereby declared to have achieved Substantial Completion on the above date. Pursuant to the Contract Documents, CONTRACTOR has provided the following items, where applicable: Record Drawings (ie. final as-builts) Operations & Maintenance Manuals All applicable training Commissioning Third Party Warranties Owner’s Extra Stock & Parts Keys Other: Other: A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. OWNER AUTHORIZED REPRESENTATIVE DATE Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 55 of 166 The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list on or before the Final Acceptance and Completion date of , 20 . CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the Project or specified area of the Project as substantially complete and will assume full possession of the Project or specified area of the Project at 12:01 a.m., on , 20 . CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 56 of 166 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE AND COMPLETION Month, day , 20 TO: [CONTRACTOR] You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by [CONTRACTOR] for the City of Fort Collins Project, 9807 2023 UV Cured-In-Place Pipe Projects. Pursuant to the Contract Documents, CONTRACTOR has provided the following items: A. All documentation called for in the Contract Documents, including without limitation certified payrolls as required for state or federally funded projects; B. Consent of the SURETY, if any, to final payment; C. Satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to OWNER free and clear of any Liens or other title defects or will so pass upon final payment. D. A list of all disputes that CONTRACTOR believes are unsettled; and E. Complete and legally effective releases or waivers (satisfactory to OWNER) of all Lien rights arising out of the Work, and of Liens filed in connection with the Work. Your continuing obligations and guarantees for the Project will be as provided in the Contract Documents. OWNER: City of Fort Collins By: Title: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 57 of 166 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: [CONTRACTOR] (CONTRACTOR) PROJECT: 9807 2023 UV Cured-In-Place Pipe Projects 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the SURETY on the project against and from any claim hereinafter made by the CONTRACTOR'S subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorney’s fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes an adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and SURETY on any Payment and Performance Bonds for the project. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 58 of 166 Signed this date , day of month , 20 . CONTRACTOR: [CONTRACTOR] By: Title: ATTEST: Secretary STATE OF ) )ss. COUNTY OF ) Subscribed and sworn to before me this date day of month 20 , by printed name of notary . Witness my hand and official seal. Signed and sworn to [or affirmed] before me on _______________________, 20____ by __________________________________ (name(s) of individual(s) making statement). ____________________________________ (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 59 of 166 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: [CONTRACTOR] PROJECT: 9807 2023 UV Cured-In-Place Pipe Projects CONTRACT DATE: [Date] In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for . (SURETY) on bond numbers hereby approves of the Final Payment to the CONTRACTOR and agrees that Final Payment to the CONTRACTOR shall not relieve the SURETY of any of its obligations to the OWNER, as set forth in the said SURETY's Bonds. IN WITNESS WHEREOF, the SURETY has hereunto set its hand this date day of month , 20 . (SURETY) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. State of County of ____________________ This record was acknowledged before me on _________________________, 20 _____ by _________________________ as (type of authority, such as officer or trustee) of (name of party/entity on behalf of whom record was executed). (name of officer or agent, title of officer or agent) of (name of corporation acknowledging) a (state or place of incorporation) corporation, on behalf of the corporation. ____________________________________ (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 60 of 166 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 61 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 62 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 63 of 166 SECTION 00700 GENERAL CONDITIONS Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 64 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 65 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 66 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 67 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 68 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 69 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 70 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 71 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 72 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 73 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 74 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 75 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 76 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 77 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 78 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 79 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 80 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 81 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 82 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 83 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 84 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 85 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 86 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 87 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 88 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 89 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 90 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 91 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 92 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 93 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 94 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 95 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 96 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 97 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 98 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 99 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 100 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 101 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 102 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 103 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 104 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 105 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 106 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 107 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 108 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 109 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 110 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 111 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 112 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 113 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 114 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 115 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 116 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 117 of 166 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 118 of 166 SECTION 00800 SUPPLEMENTARY CONDITIONS Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 119 of 166 SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-2.8 Preliminary Matters A. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: Preconstruction Conference. Within ten days after the Contract Times for a Work Order start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working relationship among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. Unless otherwise agreed by the parties, the CONTRACTOR shall be responsible for documenting the meeting minutes which shall be subject to the OWNER’S approval. SC-5.4.7 Additional Insureds. Include the following parties or entities as additional insureds, as provided in paragraph 5.4.7 of the General Conditions: 5.4.7.1 City of Fort Collins, PO Box 580, Fort Collins, Colorado 80522 SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed in paragraphs 5.4.1 through 5.4.10 of the General Conditions are as outlined in Section 00630 of the Agreement. The limits of liability for the insurance required by paragraphs 5.4.1 through 5.4.6 inclusive and requirements of 5.4.7 through 5.4.10 shall be in accordance with Section 00630 of the Agreement. SC-8.0 Owner’s Responsibilities A. 8.1 Change reference to ENGINEER to PROJECT MANAGER B. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a project manager (the Project Manager). The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 120 of 166 8.10.1 Authority: The Project Manager will be the OWNER's Project Manager during the construction of the project. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the CONTRACTOR to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Construction Inspector(s) (CI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive written notification from the OWNER of any CI assignments. The CI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The CI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The CI's dealings in matters pertaining to the on-site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-11.6.2 Change of Contract Price A. Add the following new paragraph to paragraph 11.6.2 of the General Conditions: 11.6.2.7. Cost of the Work. Allowances for profit, overhead and mark-up prescribed by Article 5 of the Agreement shall be used in lieu of any CONTRACTOR'S fee, overhead, profit or mark-up allowances as prescribed in paragraphs 11.6.2.1, 11.6.2.2, and 11.6.2.3. SC-12.3. Add the following language to the end of paragraph 12.3 of the General Conditions. Lost days due to abnormal weather conditions will be allocated as required. Should there be a day with abnormal weather conditions, Contractor and the City Project Manager will consult, Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 121 of 166 before start of Work, and determine whether Work should begin or not, documenting the decision in writing. In the event the parties mutually agree to suspend Work due to weather, the Project Schedule may be extended on a day for day basis equivalent to the period of time the Work was suspended for weather. SC-Confidentiality IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Contractor hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Contractor has agreed to perform, the Contractor hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Contractor agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Contractor shall not disclose any such information to any person not having a legitimate need- to-know for purposes authorized by the City. Further, the Contractor shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Contractor understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Contractor shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Contractor ceases to perform services for the City, or the City so requests for any reason, the Contractor shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Contractor understands and agrees that the City’s remedies at law for a breach of the Contractor’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 122 of 166 SECTION 00900 CHANGE ORDERS AND PAYMENT 00950 Contract Change Order 00955 Work Change Directive 00960 Application for Payment Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 123 of 166 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 9807 2023 UV Cured-In-Place Pipe Projects CONTRACTOR: Company Name PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide details of the changes to the Work 3. Change in Price: 4. Change in Time: ORIGINAL PRICE $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGINAL WORK ORDER % ADJUSTED COST $ .00 CONTRACTOR: Date: Name, Title ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer II or Senior Buyer ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 124 of 166 SECTION 00955 WORK CHANGE DIRECTIVE A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with the Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times a Field Order should be used. B. COMPLETING THE WORK CHANGE DIRECTIVE FORM Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between the Engineer/Owner and Contractor, Engineer completes the following: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive must be issued to change the estimated price or Contractor may stop the changed Work when the estimated time is reached. If the Work Change Directive is not likely to change the Contract Price, the space for estimated increase (decrease) should be marked “Not Applicable”. Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer’s recommendation. A Change Order must be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change Directive. Once the Work covered by this directive is completed or final cost and times are determined, Contractor should submit documentation for inclusion in a Change Order. IF THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 125 of 166 WORK CHANGE DIRECTIVE NO. PROJECT TITLE: 9807 2023 UV Cured-In-Place Pipe Projects CONTRACTOR: Name ENGINEER: Name PO NUMBER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER OR CONTRACTOR believe that the above change has affected Contract Price, any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: Unit Prices Lump Sum Cost of the Work Estimated increase (decrease) in Contract Price: $ If the change involves an increase, the estimated amount is not to be exceeded without further authorization. Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for Final Acceptance: days REQUESTED: Name CONTRACTOR AUTHORIZED REPRESENTATIVE DATE RECOMMENDED: ENGINEER AUTHORIZED REPRESENTATIVE DATE Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 126 of 166 AUTHORIZED: OWNER AUTHORIZED REPRESENTATIVE DATE Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 127 of 166 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: 9807 2023 UV Cured-In- Place Pipe Projects APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. OR The undersigned CONTRACTOR certifies that to the best of its knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all accounts have been paid for Work for which previous Applications for Payment were issued and payments received, and this current payment requested herein is now due. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: In accordance with the Contract Documents, based on site observations and the data comprising the above Application, the ENGINEER certifies to the OWNER that the Work has progressed to the point indicated; that to the best of its knowledge, information and belief, the quality of the Work is generally in accordance with the Contract Documents, and that the CONTRACTOR is entitled to payment of the amount requested herein subject to any set-offs set forth on the attached exhibit. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 128 of 166 Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 129 of 166 CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 130 of 166 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 131 of 166 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 132 of 166 P P P"T"T"T "T "T "T"T"T"T"T"TW MAGNOLIA ST S HOWES STS MELDRUM ST10 1 3 0 6 1 4 10128877101402591014040310127557 101397041012832410132887101319771013326910140133101282161012750910136778 1012646610134606 10139761303 W MAGNOLIA ST 10127509 181 12 12 Circular Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 100 Blk. N. Howes St. 10127509 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 133 of 166 PP P P PP PP P"T"T"T "T"T "T "T "T"T "T"T "T "T"T"T"T"T"T"T "T"T"T "T "T "T"T"T"T"TN SHERWOOD STN HOWES STLAPORTE AVE W MOUNTAIN AVE N MELDRUM ST10126892 1013295410220867 10138863 101337501014028510126565101380471013246210133610 10139158 10129819 10137307 101314231012721310127059405 LAPORTE AVE 10127213 724 15 15 Vitrified Clay Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 100 Blk. N. Meldrum St. 10127213 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 134 of 166 P P "T "T"T"T"T"T"T "T "T"T WOODFORD AVE GORDON STW MAGNOLIA ST WOODFORD AVE 101263 8 6 1012879710 1 2 9 6 2 0 1013504710139006101393721013706010140449919 WOODFORD AVE 10140449 329.3 15 15 Circular Vitrified Clay Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 1000 Woodford Ave 10140449 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 135 of 166 PP P "T"TBIRMINGH A M D R CHELSEACTAVON CTWESTMINSTERST101280011014016 2 101327091013713510140 0 9 1 10139 8 4 7 1700 BIRMINGHAM DR 1630 BIRMINGHAM DR 10140162 55 15 15 Reinforced Concrete Pipe 10140091 194.1 18 18 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 1642 Birmingham Dr. 10140162 10140091 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 136 of 166 PPPP P Û"TW MULBERRY ST 102038111012859110129950 10139721 10136274 101319841012776510137481 10450870 2514 W MULBERRY ST 10450870 454 15 15 Circular Vitrified Clay Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P P Inlet "T Outflow ÛStormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 2530 W. Mulberry St. 10450870 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 137 of 166 BLUESUN STW WILLOX LN GREEN LEAF STASPEN ST10203835 1014120410229537333 W WILLOX LN 10141204 56 18 18 Circular Vitrified Clay Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 310 W. Willox Ln. 10141204 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 138 of 166 P P"T "T"T"T "T"T"TS LOOMIS AVEW MAGNOLIA ST W MULBERRY ST 10133867101409521014053710137977 1013894210139815 10137158406 S LOOMIS AVE 10137158 390 18 18 Vitrified Clay Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 400 Blk. S. Loomis Ave. 10137158 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 139 of 166 "TCONSTELLATION DROR I O N C T 1 0 1 3 1 8 4 0 10135375 416 ORION CT 10135375 150 12 12 Circular Polyvinyl Chloride Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 420 Orion Ct. 10135375 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 140 of 166 P P P P "TDUSTY SAGE LOOP101375411 0 1 3 8 5 3 510140728101 2 7 8 6 2 10126 9 3 2 4721 DUSTY SAGE LOOP 10140728 84 15 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 4727 Dusty Sage Loop (point liner) 10140728 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 141 of 166 PÛÛ Û "T 9TH ST10TH STTRUJILLO STLINDENMEIERRDE VINE DR 10203917 10204394102208431022087410129754 10126380 1097 E VINE DR 10140935 31 24 24 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Outflow ÛStormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx 9TH / VINE DRAIN RAILROAD TRACK No work required prior to lining 10140935 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 142 of 166 Û LEGHORN DRWYANDOTTE DRHAMPSHIRE SQ102045571013 3 5 3 1 2431 HAMPSHIRE SQ 10133531 62 12 12 Circular Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Outflow ÛStormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Brown Farm 10133531 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 143 of 166 PPPPPPPP PPPP PPP PPÛ "T "T"T"T"T"T"T"T"T"T "T"T"T "T "T"T"T "T SPRING PARK DR S COLLEGE AVEARTHUR DR JOHNSON DR REMINGTON STSPRING CTMAXGUIDEWAY10204749 10205114 10205163 10223480 1013289810131284 10139 9 0 8 1013779510133425101265 4 9 10435049 10135186 10127152 10130369 101350461045074810136287101 4 0 8 3 0 1013488510450749101348521043505210130335101 3 5 4 0 71013049210135087101351932001 S COLLEGE AVE 10135193 536 30 30 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Outflow ÛStormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx College & Johnson Dr. 10135193 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 144 of 166 "T"TFRONTAGE RDCORONADO CT S COLLEGE AVE10132513 101370825125 S COLLEGE AVE STE B 10140170 14 24 24 Corrugated Metal Pipe 10132513 100 24 24 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx DRAINS COLLEGE INTO CONCRETE CHANNEL Ready to line, adjacent to development project 10140170 Ready to line, adjacent to development project 10132513 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 145 of 166 P "T "T"T"TAUTUMNRIDGE DRE TRILBY RD 10203723 101325021 0 1 3 8 8 9 1 101358741013959010131116 1012784410137 4 1 6 10139948 10126716 10128959 10137416 112 18 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx DRAINS INLET OFF OF TRILBY INTO NATURAL AREA Needs video inspection, DNF in GNET 10137416 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 146 of 166 P E DRAKE RD SILVER CREEK DR1020486210127226 10129134 10136620 2602 SILVER CREEK DR 10127226 120 48 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx E. Drake Rd. & Silver Creek Dr. (CMP Irrigation) 10127226 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 147 of 166 P"T"THARVARD STFRONTAGE RDS COLLEGE AVEFRONTAGE RDW HARVARD ST 10136340 101326641013880710129401 10138281 10136932 1013130210132874 2802 S COLLEGE AVE 10134071 24 48 27 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx FRONTAGE ROAD HARVARD / COLLEGE Ready to line, add 10138281 segment across college, hole in pipe bottom at 77 ft, may require filling prior to lining 10134071 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 148 of 166 ÛÛ "T MCCLELLAND DRW FOOTHILLS PKWY 10204312 10204342 1014095810137613 10131782 10131782 68 24 24 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Inlet "T Outflow ÛStormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx McClelland Dr. & Foothills Pkwy. @ BNSF Xing 10131782 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 149 of 166 "T "T"T "T"T "TCLEARVIEW AVE OAKWO O D DRBRIARWOOD RDS TAFT HILL RDAPPLEWOOD RD GLENMOOR DRMONTVIEW RDMEADOWBROOK DR1012912610140636101336141013722810 1 3 0 2 9 3 101397191213 S TAFT HILL RD 10139719 731 12 Reinforced Concrete Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Taft Hill & Clearview Channel (just north of RCB connection) 10139719 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 150 of 166 PP P P"T"TN COLLEGE AVEGRAPE ST 10135291101267081013287710133306 101331 7 3 1013487310137710 101386101013807110130922 10139366 1910 N COLLEGE AVE STE 3 10133306 97 24 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER COLLEGE Remove bore conflict prior to lining 10133306 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 151 of 166 "T"TFRONTAGE RDS COLLEGE AVE10204235 10204798 1014087810128880 10132589 10133223 10132589 86 18 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER COLLEGE No work required prior to lining 10132589 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 152 of 166 P "T "T "T ELM ST ELM CTWOOD ST10204275 1012837510134 2 4 6 10127703 10136901 900 ELM ST 10127703 71 24 24 Corrugated Metal Pipe 10128375 42 12 12 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER ELM ST / DRAINS INTO SHOP DITCH Linable after 2 point of repairs, 81 ft 20x24 eleptical 10127703 No access at inlet, excavation required to line pipe, 50 ft, 20x24 eleptical 10128375 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 153 of 166 P PP"T"T"TS MASON STW HORSETOOTH RD 1 0 1 3 5 0 7 4 10 1 2 6 4 1 7 10128353101408 1 6 10135199 10133209 200 W HORSETOOTH RD 10133559 48 12 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER MASON N OF HORSETOOTH No work required prior to lining 10133559 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 154 of 166 ÛMOUNTAIN VISTA DR 10203641 1012910610129106 102 24 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Outflow ÛStormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER MOUNTAIN VISTA No work required prior to lining 10129106 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 155 of 166 P "TS OVERLAND TRLW MULBERR Y S T 1013972610136810 2935 W MULBERRY ST 10136810 49 12 12 Circular Corrugated Metal Pipe 10139726 51 15 15 Circular Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Manhole P Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER OVERLAND S OF MULBERRY No work required prior to lining 10136810 No work required prior to lining 10139726 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 156 of 166 "T"TRAVEN VIEW RD S TAFT HILL RD1012 8 8 7 3 10129015637 S TAFT HILL RD 10128873 56 15 15 Corrugated Metal Pipe Maximo Asset Number Measured Length Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE 0 100 20050 Feet ± Inlet "T Stormwater Gravity Main City of Fort Collins CIPPStormwaterSegments City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx UNDER TAFT HILL No work required prior to lining 10128873 NOTES Maximo Asset Number Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 157 of 166 P P P P "T"T"T "TW MULBERRY ST WAYNESTS SHIELDS ST1013621210140068 1 0 1 3 5 9 8 4 10133878101277141013327310127361 W LAUREL ST N HOWES STS SHIELDS STNSHIELDSSTLAPORTE AVE W MULBERRY ST W ELIZ A B E T H S T W MOUNTAIN AVE S HOWESST¯ 0 80 16040 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Hailee Jefferies 10127361 12 12 Circular Not Known 386.616901 Maximo Asset Number Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE Measured Length Stormwater Gravity Main P Manhole "T Inlet CIPPStormwaterSegment City of Fort Collins NOTES Maximo Asset Number 10127361 W Mulberry St. S Shields St. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 158 of 166 P P P P P P P PS MCKINLEYAVESCOTT AVEW OAK ST SCOTT AVES MCKINLEY AVEJACKSON AVECITY PAR K D R Vitrified Clay Pipe: 10049212 Vitrified Clay Pipe: 10049205 Vitrified Clay Pipe: 10049206 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Segments for CIPP Manhole P Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Howes Basin (8in) 10049212 55 0 0034660-10028792 8 Vitrified Clay Pipe 10049206 480 19 0026103-10026104 8 Vitrified Clay Pipe 10049205 633 24 0026102-10026103 8 Vitrified Clay Pipe Totals:1168 43 Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Three segments of collector main within residential streets or alleys. Existing manhole walls consist of brick or precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 159 of 166 P P P P PP P P S LOOMIS AVEW OAK ST W OLIVE ST SDR35: 10056293 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Segments for CIPP Manhole P Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Howes Basin (8in) (2) 10056293 450 15 0034741-10034028 8 SDR35 Totals:450 15 Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Three segments of collector main within residential streets or alleys. Existing manhole walls consist of brick or precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 160 of 166 P P P P P S SHIELDS STW OAK ST10054597N HOWESSTS SHIELDS STNSHIELDSSTW MULBERRY ST W LAUREL ST LAPORTE AVE W MOUNTAIN AVE S HOWESST¯ 0 80 16040 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Hailee Jefferies NOTES S Shields St. from W Oak St. to Akin Ave (Easterly Segment Only) Sewer Main ManholeP Segments for CIPP 10054597 350 10031326-10029052 8 Vitrified Clay Pipe Maximo Asset ID Number Measured Length Facility ID (old) Diameter MATTYPE Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 161 of 166 P P P P P P P P P P PPPP P P P PPPP P P PP P P P P P P P S SHERWOOD STS MELDRUM STCANYON AVEW OAK ST W OLIVE STS WHITCOMB STW MOUNTAIN AVE S HOWES STVitrified Clay Pipe: 10050237 Vitrified Clay Pipe: 10050053 Vitrified Clay Pipe: 10050272 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Manhole P Sewer Main selection Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Howes Basin (10in) 10050237 472 12 0026348-10034119 10 Vitrified Clay Pipe 10055565 501 14 0026349-10029277 10 Vitrified Clay Pipe 10050272 521 1 0034119-10029284 10 Vitrified Clay Pipe 10050053 499 3 0026348-10034119 10 Vitrified Clay Pipe Totals:1993 30 Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Four segments of collector main within residential streets or alleys. Existing manhole walls consist of brick or precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 162 of 166 PPP MAPLE STMAPLE ST N MELDRUM STN HOWES STMAPLE ST Vitrified Clay Pipe: 10046284 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Segments for CIPP Manhole P Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Howes Basin (12in) 10046284 174 2 0029510-10029516 12 Vitrified Clay Pipe Totals:174 2 Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Collector main within residential street. Existing manhole walls consist of brick or precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 163 of 166 P P P P P P P P P P PP P P P P P P P P P P P P P W PROSPECT RD MAX GUIDEWAYBAY RDCENTER AVEVitrified Clay Pipe: 10046643 Vitrified Clay Pipe: 10434510 Vitrified Clay Pipe: 10056738 Vitrified Clay Pipe: 10053894 Vitrified Clay Pipe: 10054381 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Segments for CIPP Manhole P Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Prospect 300 Block 10053894 288 0 0033066-10434508 10 Vitrified Clay Pipe 10434510 141 1 0434508-10029318 10 Vitrified Clay Pipe 10056738 180 2 0029318-10029319 10 Vitrified Clay Pipe 10054381 411 3 0029319-10026389 10 Vitrified Clay Pipe 10046643 50 0 0026389-10034317 10 Vitrified Clay Pipe Totals:1070 6 Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Collector main within residential street. Existing manhole walls consist of brick or precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 164 of 166 P P P P P P P P P P P P P PP P P P P PP P P POU D R E R I V E R D R H O F F M A N M I L L R D E LAUREL STS LEMAY AVERI V E R S I D E A V E Vitrified Clay Pipe: 10051732 Vitrified Clay Pipe: 10051361 Vitrified Clay Pipe: 10051712 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Segments for CIPP Manhole P Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Riverside 1000 Block 10051361 320.2 0 0031556-10027481 24 Vitrified Clay Pipe 10051712 372 0 0031113-10031556 24 Vitrified Clay Pipe 10051732 67 0 0031411-10031113 24 Vitrified Clay Pipe Totals:759.2 0 Notes:Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Trunk main within arterial street, traffic control and significant bypass pumping required. Existing manhole walls consist of brick or precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 165 of 166 P P P P P P P P P P PP P P P P P P PP P P P P P P P HARPERGOFFALYPINE STMAPLE ST CHERRY ST LINDEN STJE F F E R S O N S TN COLLEGE AVEP O U D R E S T W I L L O W S T Vitrified Clay Pipe: 10056294 Vitrified Clay Pipe: 10050646 0 100 20050 Feet City of Fort Collins Utilities | City of Fort Collins GIS | ESRI | WFO | Andy Rohlf ± Sewer Main Segments for CIPP Manhole P Path: S:\GIS\Water_Projects\Capital_Projects\ArcPro\CIPP_BidInvitation_Layout\APRX\CIPP_PROD.aprx Willow 200 Block 10056294 170 0 0031535-10033463 36 Vitrified Clay Pipe 10050646 390 0 0033463-10033425 36 Vitrified Clay Pipe Totals:560 0 Notes: Maximo Asset ID Length (LF)Services Facility ID Diameter (in) Material Notes: Trunk main within collector street, traffic control and significant bypass pumping required. Existing manhole walls consist of precast concrete. Bid 9807 2023 UV Cured-in-Place Pipe Projects Page 166 of 166