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Home My WebLink About6129DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 7/10/2020 7/10/2020 7/10/2020 7/12/2020 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 CITY OF BREMERTON 2020 SEWER REHABILITATION May 2020 Bid Opening: Thursday, May 14, 2020 @ 2:00 p.m. City Clerk’s Office, located at Norm Dicks Government Center (City Hall) 345 6th Street, Suite 100 Bremerton, WA 98337 Pre-Bid Conference: Wednesday, May 6, 2020 @ 10:00 a.m. Norm Dicks Government Center (City Hall) 345 6th Street, Suite 100 Bremerton, WA 98337 Meet in the north parking lot Contact Person: Lynn Gritton Bremerton Department of Public Works and Utilities Norm Dicks Government Center (City Hall) 345 6th Street, Suite 520 Bremerton, WA 98337 Tel (360) 981-9046 Lynn.Gritton@ci.bremerton.wa.us DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE INTENTIONALLY LEFT BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton Page 1 of 10 May 2020 2020 Sewer Rehabilitation Addendum # 1 5/11/20 CITY OF BREMERTON ADDENDUM NO. 1 for 2020 Sewer Rehabilitation Issued May 12, 2020 (10 pages) The following shall modify the Contract Documents and the work shall be accomplished in accordance with such modifications. It is requested that this addendum be stapled to the Bid Documents. IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN YOUR BID IS SUBMITTED. FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE GROUNDS FOR REJECTION OF THE BID. Contents: This addendum contains revisions to the Specifications and/or the Contract Drawings. Revisions to the Specifications are made by reissuing entire sections, reissuing specific pages of sections, OR by directing a change in writing, herein. When a paragraph or sentence is modified, additions are indicated with bold text and deletions are indicated with strikethrough text. Revisions to the Drawings are made by re-issuing a drawing, issuing a revision to a specific detail from a drawing, OR by directing a change in writing, herein. Bidders are cautioned to check the addendum contents carefully for the presence of all listed revisions. Distribution: This addendum is distributed to all planholders of record. Integration: The following changes, additions, deletions and attachment are hereby made a part of the Contract Documents for the aforementioned project, as fully and completely as if the same were set forth therein. Acknowledgement of Receipt of Addendum: All prospective bidders are instructed to incorporate this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid Proposal. Failure to do so may result in the Bid being rejected as not responsive. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton Page 2 of 10 May 2020 2020 Sewer Rehabilitation Addendum # 1 Revisions to the Plans and Specifications. REVISIONS FOR ADDENDUM #1 Item # Spec. or Plan Reference Description 1 Notice Inviting Bids Under the heading DESCRIPTION OF WORK, delete ‘5787’ and replaced with ‘5406, for the lineal feet of pipe to be lined. Under the heading COVID 19 COMPLIANCE, add the following sentence: “The Contractor and its subcontractors shall comply with the Phase 1 Construction Restart COVID-19 Job Site Requirements prepared by the State of Washington Governor’s office in consultation with representatives from the state construction industry.” (NOTE: The requirements are attached to this addenda and are available on the Washington Governor’s website.) 2 The Bid Form titled Bid Schedule The bid form titled Bid Schedule (2 pages) is revised and reissued. Please remove the original pages and replace with the enclosed revised pages. Include the revised Bid Schedule in your bid. Bid Item #14 is deleted; For Bid Items #9 and #10, the quantities were switched and have been revised to reflect the quantities as shown on the plan sheets. 3 1-10.2(2) The original table in this section is deleted and replaced with the enclosed table. 4 Plan Sheet C2 The following notes are added to Plan Sheet C2: Note 1. The provided videos show an abrupt transition in the pipe approximately 6’ from MH #R14-4026 (at 5th Street and Park Avenue). This will be repaired by City forces prior to the work to allow the contractor to line through this pipe. Note 2. CO #13-3079 (near the intersection of 5th Street and Pacific Avenue) is a cleanout and will be replaced with a 48” sanitary sewer manhole by City forces prior to the work. 5 Plan Sheet C7 This plan sheet and associated references are deleted from the bid documents. Do not consider the work on Shorewood Drive in your bid. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton Page 3 of 10 May 2020 2020 Sewer Rehabilitation Addendum # 1 ITEM 3: REPLACEMENT TABLE FOR SECTION 1-10.2(2), Sheet Location Traffic Volume Required Night Work? Comments C1 6th Street, from Warren Avenue to Park Avenue High Yes Arterial. Very busy intersections during peak work hours, especially the intersection of 6th St. and Warren Ave. C1 6th Street, from Pacific Avenue to Highland Avenue Medium No Only busy during peak commute hours. C2 5th St. Low Yes Low volume. One way street with difficult access, therefore perform work at night. C3 4th St. Low Yes Low volume. One way street with difficult access, therefore perform work at night. C4 Washington Ave., from 6th Street to Burwell Street Medium to High No Traffic route for Bremerton ferry egress. High traffic during peak work hours. C4 Washington Ave., from Burwell St. to 1st Ave. Medium to High Yes One-way. Traffic route for Bremerton ferry egress. High traffic during peak work hours. C5 MLK Way Low No Low volume C6 Chester Ave. Medium to High No High volumes of vehicle and pedestrian traffic during peak hours due to PSNS Shipyard. Burwell St. is an arterial. C7 Shorewood Dr. Low No There is a blind curve in the road from both directions. Speed limit is 20 mph. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation BF‐7 BID SCHEDULE 2020 Sewer Rehabilitation Form Instructions: In the following schedules, write out the unit price and extension in dollars and cents using numerals. In order to not exceed the overall budget on this project, the City reserves the right to reduce the Total Bid Amount by deleting individual pipe sections from the project after bid opening but prior to bid award. Tax Rule 170 applies to this project; do not include sales tax in the individual bid items. Bid Item Payment Spec. Ref. Item Description Est. Qty. Unit Unit Price ($) Total ($) 1 SP 1‐09.6 Force Account ‐‐ LS 40,000.00 40,000.00 2 SP 7‐20.5 Pre‐Installation Cleaning and Video Inspection of Sewer Main 5787 LF 3 SP 7‐21.5 Side Sewer Reinstatement 103 EA 4 SP 1‐10 Traffic Control ‐‐ LS 5 SP 7‐21.5 CIPP for 8‐inch Sewer: 6th Street (Sheet C1) 916 LF 6 SP 7‐21.5 CIPP for 10‐inch Sewer: 6th Street (Sheet C1) 255 LF 7 SP 7‐21.5 CIPP for 8‐inch Sewer: 5th Street (Sheet C2) 1255 LF 8 SP 7‐21.5 CIPP for 8‐inch Sewer: 4th Street (Sheet C3) 507 LF 9 SP 7‐21.5 CIPP for 8‐inch Sewer: Washington Ave. (Sheet C4) 596 LF Reissued Bid Schedule, Addendum #1, Item 2DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation BF‐8 10 SP 7‐21.5 CIPP for 10‐inch Sewer: Washington Ave. (Sheet C4) 890 LF 11 SP 7‐21.5 CIPP for 8‐inch Sewer: Martin Luther King Way (Sheet C5) 607 LF 12 SP 7‐21.5 CIPP for 15‐inch Sewer: Martin Luther King Way (Sheet C5) 73 LF 13 SP 7‐21.5 CIPP for 12‐inch Sewer: Chester Ave. (Sheet C6) 307 LF BASE BID AMOUNT ESTIMATED SALES TAX @ 9.0% TOTAL BID AMOUNT Reissued Bid Schedule, Addendum #1, Item 2DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 CITY OF BREMERTON – 2020 SEWER REHABILITATION PRE‐BID WALKTHROUGH – MAY 6, 2020 AT 10 A.M. ATTENDANCE LIST NAME ORGANIZATION/COMP. PHONE # EMAIL Bill Davis City of Bremerton (360) 473‐2312 William.davis@ci.bremerton.wa.us Dennis Smith Insta‐pipe (360) 943‐5840 dennis@insta‐pipe.com Will Murphy Xylem (253) 395‐5450 Will.murphy@xyleminc.com Chris Moore Ryatt Construction (206) 948‐8410 chris@ryatt.net Dominic Hernandez Ryatt Construction (206) 948‐8410 Sue Dahl The Blue Book Network (360) 271‐4300 sdahl@mail.thebluebook.com DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Gov. Jay Inslee’s Construction Working Group Recommendations 4/23/2020 Phase 1 Construction Restart COVID-19 Job Site Requirements Phase 1: Low-risk construction work resumes. Any existing construction projects complying with the points below may resume only those work activities that do not require workers to be closer than six-feet together. If a work activity requires workers to be closer than six-feet, it is not considered low- risk and is not authorized. Adherence to the physical distancing requirement and the health and safety points below will be strictly enforced. Prior to recommencing work all contractors are required to develop and post at each job site a comprehensive COVID-19 exposure control, mitigation, and recovery plan. The plan must include policies regarding the following control measures: PPE utilization; on-site social distancing; hygiene; sanitation; symptom monitoring; incident reporting; site decontamination procedures; COVID-19 safety training; exposure response procedures; and a post-exposure incident project wide recovery plan. A copy of the plan must be available on each job site during any construction activities and available for inspection by state and local authorities. Failure to meet posting requirements will result in sanctions, including the job being shut down. All Contractors are required to post at each job site written notice to employees, subcontractors and government officials the Phase 1 work that will be performed at that job site and signed commitment to adhere to the requirements listed in this document. All contractors have a general obligation to keep a safe and healthy worksite in accordance with state and federal law. Failure to follow these requirements will be considered a violation of these duties and be penalized accordingly. Under RCW 49.17.060, “each employer shall furnish to each of their employees a place of employment free from recognized hazards that are causing or likely to cause serious injury or death to his or her employees and shall comply with the rules, regulations, and orders promulgated under this chapter.” The Washington State Department of Labor & Industries’ Division of Occupational Safety and Health (DOSH) is responsible for workplace safety and health, including inspections and enforcement, consultation, technical assistance, training, education and grants. All contractors are also required to comply with the following COVID-19 worksite-specific safety practices, as outlined in Gov. Jay Inslee’s “Stay Home, Stay Healthy” Proclamation 20-25, and in accordance with the Washington State Department of Labor & Industries General Coronavirus Prevention Under Stay Home-Stay Healthy Order (DOSH Directive 1.70: https://www.lni.wa.gov/safety-health/safety-rules/enforcement- policies/DD170.pdf) and the Washington State Department of Health Workplace and Employer Resources & Recommendations at https://www.doh.wa.gov/Coronavirus/workplace: Addendum #1, Item 1 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Gov. Jay Inslee’s Construction Working Group Recommendations 4/23/2020 COVID-19 Site Supervisor 1.A site-specific COVID-19 Supervisor shall be designated by the contractor at every job site to monitor the health of employees and enforce the COVID-19 job site safety plan. A designated COVID-19 Supervisor must be present at all times during construction activities, except on single- family residential job sites with 6 or fewer people on the site. COVID-19 Safety Training 2.A Safety Stand-Down/toolbox talk/tailgate training must be conducted on all job sites on the first day of returning to work, and weekly thereafter, to explain the protective measures in place for all workers. Social distancing must be maintained at all gatherings. 3.Attendance will be communicated verbally and the trainer will sign in each attendee. 4.COVID-19 safety requirements shall be visibly posted on each jobsite. Social Distancing 5.Social distancing of at least 6 feet of separation must be maintained by every person on the worksite at all times. 6.Gatherings of any size must be precluded by taking breaks and lunch in shifts. Any time two or more persons must meet, ensure minimum 6 feet of separation. 7.Identify “choke points” and “high-risk areas” on job sites where workers typically congregate and control them so social distancing is always maintained. 8.Minimize interactions when picking up or delivering equipment or materials, ensure minimum 6- foot separation. 9.To the extent practical allow only one trade/subcontractor at a time on a jobsite and maintain 6-foot separation social distancing for each member of that trade. If more than one trade/subcontractor must be on the job to complete the job then at a minimum all trades and subcontractors must maintain social distancing policies in accordance with this guidance. Personal Protective Equipment (PPE) – Employer Provided 10.Provide personal protective equipment (PPE) such as gloves, goggles, face shields and face masks as appropriate, or required, for the activity being performed. 11.Masks, in accordance with Washington Department of Health guidelines, or as required by Washington Department of Labor & Industries (L&I) safety rules, must be worn at all times by every employee on the worksite. 12.Eye protection must be worn at all times by every employee while on worksite. 13.Gloves must be worn at all times by every employee while on worksite. The type of glove worn should be appropriate to the task. If gloves are not typically required for the task, then any type of glove is acceptable, including latex gloves. 14.If appropriate PPE cannot be provided, the worksite must be shut down. Addendum #1, Item 1 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Gov. Jay Inslee’s Construction Working Group Recommendations 4/23/2020 Sanitation and Cleanliness 15.Soap and running water shall be abundantly provided on all job sites for frequent handwashing. Workers should be encouraged to leave their workstations to wash their hands regularly, before and after going to the bathroom, before and after eating and after coughing, sneezing or blowing their nose. 16.When running water is not available, portable washing stations, with soap, are required, per WAC 296-155-140 2(a) – (f). Alcohol-based hand sanitizers with greater than 60% ethanol or 70% isopropanol can also be used, but are not a replacement for the water requirement. 17.Post, in areas visible to all workers, required hygienic practices, including not to touch face with unwashed hands or with gloves; washing hands often with soap and water for at least 20 seconds; use hand sanitizer with at least 60% alcohol; cleaning and disinfecting frequently touched objects and surfaces such as workstations, keyboards, telephones, handrails, machines, shared tools, elevator control buttons, and doorknobs; covering the mouth and nose when coughing or sneezing as well as other hygienic recommendations by the U.S. Centers for Disease Control (CDC). 18.Make disinfectants available to workers throughout the worksite and ensure cleaning supplies are frequently replenished. 19.Frequently clean and disinfect high-touch surfaces on job sites and in offices, such as shared tools, machines, vehicles and other equipment, handrails, doorknobs, and portable toilets. If these areas cannot be cleaned and disinfected frequently, the jobsite shall be shut down until such measures can be achieved and maintained. 20.When the worksite is an occupied home, workers should sanitize work areas upon arrival, throughout the workday and immediately before they leave, and occupants should keep a personal distance of at least 10 feet. 21.If an employee reports feeling sick and goes home, the area where that person worked should be immediately disinfected. Employee Health/Symptoms 22.Create policies which encourage workers to stay home or leave the worksite when feeling sick or when they have been in close contact with a confirmed positive case. If they develop symptoms of acute respiratory illness, they must seek medical attention and inform their employer. 23.Have employees inform their supervisors if they have a sick family member at home with COVID-19. If an employee has a family member sick with COVID-19, that employee must follow the isolation/quarantine requirements as established by the State Department of Health. 24.Screen all workers at the beginning of their shift by taking their temperature and asking them if they have a fever, cough, shortness of breath, fatigue, muscle aches, or new loss of taste or smell. Thermometers used shall be ‘no touch’ or ‘no contact’ to the greatest extent possible. If a ‘no touch’ or ‘no contact’ thermometer is not available, the thermometer must be properly sanitized between each use. Any worker with a temperature of 100.4°F or higher is considered to have a fever and must be sent home. Addendum #1, Item 1 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Gov. Jay Inslee’s Construction Working Group Recommendations 4/23/2020 25.Instruct workers to report to their supervisor if they develop symptoms of COVID-19 (e.g., fever, cough, shortness of breath, fatigue, muscle aches, or new loss of taste or smell). If symptoms develop during a shift, the worker should be immediately sent home. If symptoms develop while the worker is not working, the worker should not return to work until they have been evaluated by a healthcare provider. 26.Failure of employees to comply will result in employees being sent home during the emergency actions. 27.Employees who do not believe it is safe to work shall be allowed to remove themselves from the worksite and employers must follow the expanded family and medical leave requirements included in the Families First Coronavirus Response Act or allow the worker to use unemployment benefits, paid time off, or any other available form of paid leave available to the worker at the workers discretion. 28.Any worker coming to work on a construction site in Washington from any state that is not contiguous to Washington must self-quarantine for 14 days to become eligible to work on a job site in Washington. 29.If an employee is confirmed to have COVID-19 infection, employers should inform fellow employees of their possible exposure to COVID-19 in the workplace but maintain confidentiality as required by the Americans with Disabilities Act (ADA). The employer should instruct fellow employees about how to proceed based on the CDC Public Health Recommendations for Community-Related Exposure. Job Site Visitors 30.A daily attendance log of all workers and visitors must be kept and retained for at least four weeks. The log must include the name, phone number, and email address of all workers and visitors. No jobsite may operate until the contractor can meet and maintain all requirements, including providing materials, schedules and equipment required to comply. These Phase 1 COVID-19 job site safety practices are required as long as the “Stay Home, Stay Healthy” Gubernatorial Proclamation 20-25 is in effect or if adopted as rules by a federal, state or local regulatory agency. All items minus numbers 28 and 30 are subject to enforcement action under L&I’s Division of Occupational Safety and Health (DOSH). Workplace safety and health complaints may be submitted to the L&I Call Center: (1-800-423-7233) or via e- mail to adag235@lni.wa.gov. General questions about how to comply with construction safety practices can be submitted to the state’s Business Response Center at https://app.smartsheet.com/b/form/2562f1caf5814c46a6bf163762263aa5. All other violations related to Proclamation 20-25 can be submitted via at: https://bit.ly/covid-compliance. Addendum #1, Item 1 End of Addendum #1 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton Page 1 of 3 May 2020 2020 Sewer Rehabilitation Addendum # 2 5/13/20 CITY OF BREMERTON ADDENDUM NO. 2 for 2020 Sewer Rehabilitation Issued May 13, 2020 (3 pages) The following shall modify the Contract Documents and the work shall be accomplished in accordance with such modifications. It is requested that this addendum be stapled to the Bid Documents. IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN YOUR BID IS SUBMITTED. FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE GROUNDS FOR REJECTION OF THE BID. Contents: This addendum contains revisions to the Specifications and/or the Contract Drawings. Revisions to the Specifications are made by reissuing entire sections, reissuing specific pages of sections, OR by directing a change in writing, herein. When a paragraph or sentence is modified, additions are indicated with bold text and deletions are indicated with strikethrough text. Revisions to the Drawings are made by re-issuing a drawing, issuing a revision to a specific detail from a drawing, OR by directing a change in writing, herein. Bidders are cautioned to check the addendum contents carefully for the presence of all listed revisions. Distribution: This addendum is distributed to all planholders of record. Integration: The following changes, additions, deletions and attachment are hereby made a part of the Contract Documents for the aforementioned project, as fully and completely as if the same were set forth therein. Acknowledgement of Receipt of Addendum: All prospective bidders are instructed to incorporate this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid Proposal. Failure to do so may result in the Bid being rejected as not responsive. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton Page 2 of 3 May 2020 2020 Sewer Rehabilitation Addendum # 2 REVISIONS FOR ADDENDUM #2 Item # Spec. or Plan Reference Description of Revision 1 Notice Inviting Bids The following two headings are deleted and replaced in order to reset the bid opening date to May 20, 2020 at 2 p.m., require electronic bid submission, and bid opening via webcast. RECEIPT OF BIDS: Each Proposal shall be submitted to the City electronically via email to city.clerk@ci.bremerton.wa.us, with the Project Name as stated in the Notice Inviting Bids noted on the subject line of the email to ensure proper handling and delivery. All electronic documents shall be in PDF format and shall not exceed 10 MB in size. It is recommended under Message Properties the box for “Request a delivery receipt for this message” be checked as this is the only method by which verification of delivery will be given. Bids may be submitted until 2:00 p.m. PST, May 20, 2020 as time and date stamped on the email received by the Clerk. OPENING OF BIDS: Proposals will be opened and publicly read via webcast after 2:00 p.m. on Wednesday, May 20, 2020 unless the Bid opening has been delayed or canceled. The link for the webcast will be posted on the City of Bremerton website at http://www.bremertonwa.gov/Bids.aspx prior to the bid opening. 2 SP 1-02.9 Delete the text in this section and replace with the following text: Each Proposal shall be submitted to the City electronically via email to city.clerk@ci.bremerton.wa.us, with the Project Name as stated in the Notice Inviting Bids noted on the subject line of the email to ensure proper handling and delivery. All electronic documents shall be in PDF format and shall not exceed 10 MB in size. It is recommended under Message Properties the box for “Request a delivery receipt for this message” be checked as this is the only method by which verification of delivery will be given. Bids may be submitted until 2:00 p.m. PST, May 20, 2020 as time and date stamped on the email received by the Clerk. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Notice Inviting Bids for receipt of Bid Proposals, or received in a location other than that specified in the Notice Inviting Bids. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton Page 3 of 3 May 2020 2020 Sewer Rehabilitation Addendum # 2 3 SP 1-2.10 Delete the text in this section and replace it with the following: After submitting an electronic Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and emails it to city.clerk@ci.bremerton.wa.us, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. The Bidder’s written request to revise or supplement a Bid Proposal must be accompanied by the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. If the Contractor has mailed in a hard-copy bid prior to issuance of this addenda, the Bidder shall follow the steps above to withdraw the hard- copy bid and shall submit the bid electronically. The hard-copy bid will not be opened and will be mailed back to the Contractor. Failure to comply with this electronic bid requirement will disqualify the Bidder from consideration of its bid. Late, revised, or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 4 1-02.12 The first paragraph of this section shall be deleted and replaced with the following: Proposals will be opened and publicly read via webcast at the time indicated in the Notice Inviting Bids unless the Bid opening has been delayed or canceled. The link for the webcast will be posted on the City of Bremerton website at http://www.bremertonwa.gov/Bids.aspx prior to the bid opening. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 CERTIFICATION BY ENGINEER The technical material and data contained in these Specifications for the City of Bremerton project titled 2020 Sewer Rehabilitation, were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. Prepared by: William J. Davis, P.E. City of Bremerton April 9, 2020 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE INTENTIONALLY LEFT BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 NOTICE INVITING BIDS for 2020 Sewer Rehabiliation RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Suite 100, Bremerton, Washington 98337 until 2:00 p.m. PST as shown on the wall clock inside the City Clerk’s office on Thursday, May 14 @ 2:00 p.m. for the project 2020 Sewer Rehabilitation. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on Thursday, May 14 in the office of the City Clerk at 345 6th Street, Suite 100, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within 90 calendar days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed includes rehabilitating approximately 5787 lineal feet of sanitary sewer using the cure-in-place-pipe (CIPP) method, reinstating approximately 103 side sewers, flow diversion and temporary bypass pumping, temporary traffic control, and all other work as identified in the Contract Documents. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www.e-arc.com). Go to http://www.e-arc.com/wa/seattle, then click on the link ‘Enter Public Planroom’. Scroll down or search to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased from ARC Document Solutions in Seattle, WA. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at (206) 622-6000; FAX: (206) 622-6712; E-mail: Seattle.bidservices@e-arc.com. AVAILABILITY OF PIPE INSPECTION VIDEOS AND PIPE DOCUMENTATION: The City has performed video inspections of some of the piping scheduled for rehabilitation. These videos are avaible for download from the City project website at: https://www.bremertonwa.gov/1196/2020-Sewer -Rehabilitation. Alternat ively, contact Noreen Bolo at the City of Bremerton at (360) 473-2323 or noreen.bolo@ci.bremerton.wa.us. The videos will be mailed out on a USB thumb drive using a 2-day mail service. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: 2020 Sewer Rehabilitation BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 PRE-BID CONFERENCE: A pre-bid conference will be conducted by the City. The objective of the pre-bid conference is to acquaint prospective bidders with the work and answer any questions. The pre-bid conference is scheduled for: Date and Time: May 6, 2020 @ 10:00 a.m. Meeting Location: Norm Dicks Government Center (City Hall) 345 6th Street, Suite 100 Bremerton, WA 98337 Meet in the parking lot on 6th Street east of the City Hall building PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/e-mail: Lynn Gritton Telephone: (360) 981-9046 E-mail: Lynn.Gritton@ci.bremerton.wa.us Communication by mail: City of Bremerton Dept. of Public Works and Utilities – Engineering Division ATTN: Lynn Gritton Norm Dicks Government Center (City Hall) 345 6th Street Suite 520 Bremerton, WA 98337 CITY’S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award. COVID 19 COMPLIANCE: Repair of critical water and wastewater infrastructure is considered essential work as defined by the Washington state governor’s “stay at home” order associated with the coronavirus (COVID-19) pandemic. The Contractor must take measures (e.g. social distancing, wearing protective gear, etc…) to ensure the safety and health of their workers, City of Bremerton project staff, and the public in the immediate vicinity of the project site as it relates to the coronavirus. Information regarding the State of Washington’s coronavirus response can be found at https://www.governor.wa.gov/. General health and safety Information about the coronavirus can be found at the Center for Disease and Control website at https://www.cdc.gov/coronavirus/2019-nCoV/index.html END OF NOTICE INVITING BIDS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 2020 SEWER REHABILITATION TABLE OF CONTENTS INTRODUCTION Certification by Engineer Notice Inviting Bids Table of Contents PART I – BIDDING REQUIREMENTS AND CONTRACT FORMS Bidder Checklist ................................................................................................................................................. I – i to I – ii Bid Forms ..........................................................................................................................................BF – 1 to BF –17 Contract Forms ...................................................................................................................................... CF – 1 to CF – 12 PART II – AMENDMENTS TO THE STANDARD SPECIFICATIONS (There is no current amendment as of bid opening date.) PART III – SPECIAL PROVISIONS Division 1 – General Requirements…………………………… SP – 5 Division 7 – Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits…………… SP – 47 APPENDICES Appendix A – Kitsap County Prevailing Wage Rates Appendix B – Construction Forms Appendix C – Construction Drawings DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE INTENTIONALLY LEFT BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 PART I BIDDING REQUIREMENTS AND CONTRACT FORMS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 05/13/20202 05/12/20201 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation BF‐7 BID SCHEDULE 2020 Sewer Rehabilitation Form Instructions: In the following schedules, write out the unit price and extension in dollars and cents using numerals. In order to not exceed the overall budget on this project, the City reserves the right to reduce the Total Bid Amount by deleting individual pipe sections from the project after bid opening but prior to bid award. Tax Rule 170 applies to this project; do not include sales tax in the individual bid items. Bid Item Payment Spec. Ref. Item Description Est. Qty. Unit Unit Price ($) Total ($) 1 SP 1‐09.6 Force Account ‐‐ LS 40,000.00 40,000.00 2 SP 7‐20.5 Pre‐Installation Cleaning and Video Inspection of Sewer Main 5787 LF 3 SP 7‐21.5 Side Sewer Reinstatement 103 EA 4 SP 1‐10 Traffic Control ‐‐ LS 5 SP 7‐21.5 CIPP for 8‐inch Sewer: 6th Street (Sheet C1) 916 LF 6 SP 7‐21.5 CIPP for 10‐inch Sewer: 6th Street (Sheet C1) 255 LF 7 SP 7‐21.5 CIPP for 8‐inch Sewer: 5th Street (Sheet C2) 1255 LF 8 SP 7‐21.5 CIPP for 8‐inch Sewer: 4th Street (Sheet C3) 507 LF 9 SP 7‐21.5 CIPP for 8‐inch Sewer: Washington Ave. (Sheet C4) 596 LF Reissued Bid Schedule, Addendum #1, Item 2$24436.00$41.00$21801.00$43.00$51455.00$41.00$15555.00$61.00$43052.00$47.00$45282.00$45282.00$9064.00$88.00$34,722.00$6.00DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation BF‐8 10 SP 7‐21.5 CIPP for 10‐inch Sewer: Washington Ave. (Sheet C4) 890 LF 11 SP 7‐21.5 CIPP for 8‐inch Sewer: Martin Luther King Way (Sheet C5) 607 LF 12 SP 7‐21.5 CIPP for 15‐inch Sewer: Martin Luther King Way (Sheet C5) 73 LF 13 SP 7‐21.5 CIPP for 12‐inch Sewer: Chester Ave. (Sheet C6) 307 LF BASE BID AMOUNT ESTIMATED SALES TAX @ 9.0% TOTAL BID AMOUNT Reissued Bid Schedule, Addendum #1, Item 2$432085.80$35676.80$396409.00$25174.00$82.00$12921.00$177.00$24887.00$41.00$48060.00$54.00DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 FLOWTTI859MU Clean and TV 8215 SW Tualatin Sherwood RD. Tualatin OR 97062 7% $30,575.00 FlowTech Cleaning Services DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 ARTICLE 6. CONTRACT DOCUMENTS. CONTRACT (Page 2 of 3) The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following which are either attached or incorporated herein by reference: Notice Inviting Bids, -Bidders Checklist, -Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, -Performance Bond, Payment Bond, -Standard Specifications, -Amendments to the Standard Specifications, -Appendices, -Special Provisions, Contract Plans, -Addenda numbers __ to ___, inclusive. -Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, sub consultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract. Contractor Initials City of Bremerton 2020 Sewer Rehabilitation May2020 CF-2 1 2 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 7/10/2020 City Clerk7/12/2020 City of Bremerton May 2020 2020 Sewer Rehabilitation CF-5 CONTRACT CERTIFICATE (if Corporation) STATE OF ) ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , held on , 2020, the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the CONTRACT dated , 2020, by and between this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of , 2020. Secretary (SEAL) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation CF-6 CONTRACT CERTIFICATE (if Partnership) STATE OF ) ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 2020, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the CONTRACT dated , 2020, by and between this Partnership and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2020. Partner (SEAL) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation CF-7 CONTRACT CERTIFICATE (if Joint Venture) STATE OF ) ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , held on , 2020, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the CONTRACT dated , 2020, by and between this Joint Venture and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2020. Managing Partner (SEAL) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 PART II AMENDMENTS TO THE STANDARD SPECIFICATIONS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation Part II – Amendments to the Standard Specifications No amendments to the 2020 WSDOT Standard Specifications have been issued. END OF AMENDMENTS TO THE STANDARD SPECIFICATIONS (2020) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 PART III SPECIAL PROVISIONS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE INTENTIONALLY LEFT BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 1 SPECIAL PROVISIONS – TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS.......................................................................................4 DIVISION 1 GENERAL REQUIREMENTS ..............................................................................................5 1-01 DEFINITIONS AND TERMS .......................................................................................................................5 1-01.3 Definitions ............................................................................................................................................................5 1-02 BID PROCEDURES AND CONDITIONS.................................................................................................7 1-02.1 Prequalification of Bidders ..........................................................................................................................7 1-02.2 Plans and Specifications ................................................................................................................................8 1-02.4 Examination of Plans, Specifications, and Site of Work ................................................................8 1-02.5 Proposal Forms..................................................................................................................................................9 1-02.6 Preparation of Proposal ................................................................................................................................9 1-02.7 Bid Deposit ........................................................................................................................................................ 10 1-02.9 Delivery of Proposal ..................................................................................................................................... 10 1-02.10 Withdrawing, Revising of Supplementary Proposal ................................................................... 11 1-02.11 Combination and Multiple Proposals .................................................................................................. 11 1-02.13 Irregular Proposals ....................................................................................................................................... 11 1-02.14 Disqualification of Bidders ....................................................................................................................... 12 1-02.15 Pre-Award Information ............................................................................................................................. 12 1-02.16 Addenda and Interpretations of Bid Documents .......................................................................... 13 1-02.17 Compliance with RCW 35.22.650.......................................................................................................... 13 1-03 AWARD AND EXECUTION OF THE CONTRACT .......................................................................... 13 1-03.3 Execution of Contract .................................................................................................................................. 13 1-03.4 Contract Bond.................................................................................................................................................. 14 1-03.7 Judicial Review .............................................................................................................................................. 14 1-04 SCOPE OF THE WORK .............................................................................................................................. 15 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda ........................................................................................................................................................... 15 1-04.4 Changes ............................................................................................................................................................... 15 1-04.6 Variation in Estimated Quantities......................................................................................................... 16 1-05 CONTROL OF WORK .................................................................................................................................. 16 1-05.2 Authority of Assistants and Inspectors .............................................................................................. 16 1-05.5 Submittals.......................................................................................................................................................... 17 1-05.7 Removal of Defective and Unauthorized Work.............................................................................. 21 1-05.11 Final Inspection .............................................................................................................................................. 21 1-05.12 Final Acceptance ............................................................................................................................................ 23 1-05.13 Superintendents, Labor and Equipment of Contractor ............................................................. 23 1-05.15 Method of Serving Notices ........................................................................................................................ 23 1-05.16 Water and Power ........................................................................................................................................... 23 1-05.17 Oral Agreements ............................................................................................................................................ 24 1-06 CONTROL OF MATERIAL ........................................................................................................................ 24 1-06.4 Handling and Storing Materials ............................................................................................................. 24 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................................... 24 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 2 1-07.1 Laws to be Observed .................................................................................................................................... 24 1-07.2 Sales Tax ............................................................................................................................................................. 25 1-07.5 Environmental Regulations...................................................................................................................... 27 1-07.6 Permits and Licenses ................................................................................................................................... 27 1-07.16 Protection and Restoration of Properties ......................................................................................... 27 1-07.17 Utilities and Similar Facilities ................................................................................................................. 27 1-07.18 Public Liability and Property Damage Insurance ......................................................................... 29 1-07.18 Insurance ........................................................................................................................................................... 29 1-07.23 Public Convenience and Safety ............................................................................................................... 33 1-07.24 Rights of Way ................................................................................................................................................... 33 1-08 PROSECUTION AND PROGRESS .......................................................................................................... 34 1-08.0 Preliminary Matters ..................................................................................................................................... 35 1-08.1 Subcontracting ................................................................................................................................................ 36 1-08.3 Progress Schedule ......................................................................................................................................... 36 1-08.4 Notice to Proceed ......................................................................................................................................... 37 1-08.5 Time of Completion ..................................................................................................................................... 37 1-08.9 Liquidated Damages..................................................................................................................................... 38 1-09 MEASUREMENT AND PAYMENT....................................................................................................... 38 1-09.1 Measurement of Quantities ...................................................................................................................... 38 1-09.6 Force Account .................................................................................................................................................. 39 1-09.7 Mobilization...................................................................................................................................................... 40 1-09.8 Payment for Material on Hand ............................................................................................................... 40 1-09.9 Payments ........................................................................................................................................................... 40 1-09.11 Disputes and Claims ..................................................................................................................................... 41 1-09.13 Claims Resolution .......................................................................................................................................... 41 1-10 TEMPORARY TRAFFIC CONTROL ...................................................................................................... 42 1-10.1 General ................................................................................................................................................................ 42 1-10.2 Traffic Control Management .................................................................................................................... 43 1-10.3 Traffic Control Labor, Procedures and Devices ............................................................................. 45 1-10.4 Measurement ................................................................................................................................................... 46 1-10.5 Payment .............................................................................................................................................................. 46 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS ................................................................................................................................ 47 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ..................................................................... 47 7-08.3 Construction Requirements ..................................................................................................................... 47 7-08.4 Measurement ................................................................................................................................................... 50 7-08.5 Payment .............................................................................................................................................................. 50 7-20 PIPE PRE-INSTALLATION CLEANING, INSPECTION AND ASSESSMENT ...................... 50 7-20.1 Description........................................................................................................................................................ 50 7-20.3 Construction Requirements ..................................................................................................................... 51 7-20.4 Measurement ................................................................................................................................................... 56 7-20.5 Payment .............................................................................................................................................................. 56 7-21 CURE-IN-PLACE PIPE (CIPP) REHABILITATION (New Section) ....................................... 56 7-21.1 Description........................................................................................................................................................ 56 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 3 7·21.2 Materials ............................................................................................................................................................ 58 7-21.3 Construction Requirements .................................................................................................................... 62 7-21.4 Measurement ................................................................................................................................................... 68 7-21.5 Payment .............................................................................................................................................................. 69 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 4 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (City of Bremerton GSP) (City of Bremerton GSP, New Section) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Bremerton Public Works and Utilities Standards Contractor shall obtain copies of these publications, at Contractor’s own expense. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 5 DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (City of Bremerton GSP) Delete the definitions for “Completion Dates,” “Contract” and “Contracting Agency.” This Section is supplemented with the following: All references in the Standard Specifications to the terms “State,” “Department of Transportation,” “Washington State Transportation Commission,” “Commission,” “Governor,” “Secretary of Transportation,” “Secretary,” “Headquarters,” and “State Treasurer” shall be revised to read “Contracting Agency.” All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location.” The venue of all causes of action arising from the Call for Bids, Award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency’s headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday, except holidays as listed in Section 1-08.5. City The word “City” shall mean the City of Bremerton, WA. Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How the Contractor will be paid. The Contract includes the Contract (Agreement) form, bidder’s completed Proposal Form, DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 6 all required certificates and affidavits, performance and payment bonds, the most current published version of the Standard Specifications for Road, Bridge and Municipal Construction and amendments thereto, Contract Provisions, Contract Plans, Standard Plans, addenda and change orders. Contract Documents See definition for “Contract.” Contract Time The period of time established by the terms and conditions of the contract within which the work must be completed. Contracting Agency (Owner) Agency of Government that is responsible for the execution and administration of the Contract. In this case, the Agency of Government (Owner) is the City of Bremerton, WA. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the Work. Contract Execution Date The date when both the Contractor and the Contracting Agency have signed the Agreement, binding themselves to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods or correction or repair remains for the physical completion of the total Contract. Final Completion Date The day all of the Work is physically completed on the project, including demobilization and site restoration. The Engineer has received from the Contractor record drawings, operation and maintenance manuals, manufacturers’ affidavits and warranties. Final Completion shall be obtained no more than 30 days from the Substantial Complete date unless an extension is granted by the Owner. Final payment will be withheld until Final Completion is obtained. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 7 Force Account Work Additional work that may be required because of City-directed changes in the work, differing site conditions, emergencies or other reasons that the Engineer determines is not included in the Contract unit prices, and for which payment is to be determined as required by Sections 1-04 and 1-09 of this Contract. Force Account Work shall be authorized only by written Work Change Directive issued by the Engineer. Imported Material Materials obtained from sources outside the project site that are not furnished by the City. Materials excavated from anywhere on the project or from designated borrow areas, or that are furnished by the City. Notice Inviting Bids See definition for “Call for Bids”. All references to “Call for Bids” are replaced with “Notice Inviting Bids.” Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency’s acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Work Change Directive A written order issued by the Engineer directing a change in the design, specifications, quantities, materials or methods of the work. A Work Change Directive may, or may not, alter the Contract Price or Contract Time. Work Change Directives that increase the overall Contract Price or Contract Times will be aggregated and executed as a formal Change Order. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 8 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Contract Documents (Plans and Specifications) 3 Furnished upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor’s own expense. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General (City of Bremerton GSP) This Section is supplemented with the following: Contractor shall review the entire Contract to ensure that the complet eness of their Proposal includes all items of Work regardless of where shown in the Contract. Bidders are cautioned that alternate sources of information (copies of the Contract obtained from third parties) are not necessarily an accurate or complete representation of the Contract. Bidders shall use such information at their own risk. Videos have been completed for some of the mains. These videos are being made available as described in the Notice Inviting Bids. The City does not guarantee the accuracy or completeness of the videos. The videos are not part of the contract and for information purposes only. 1-02.4(2) Subsurface Information (City of Bremerton GSP) Delete this Section and replace it with the following: If the Contracting Agency has made a subsurface investigation of the site of the proposed Work, the boring log data and soil sample test data accumulated by the Contracting Agency will be made available for inspection by the Bidders. However, the Contracting Agency makes no representation or warranty, expressed or implied, that: DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 9 a. The Bidders’ interpretations from the boring logs may be correct; b. Moisture conditions and indicated water tables will not vary from those found at the time the borings were made; c. The ground at the location of the borings has not been physically disturbed or altered after the boring was made; and d. Conditions below the surface of the ground are consistent throughout the site with the information made available hereunder, or that conditions to be encountered on the site are uniform or consistent with geological conditions usually encountered in the area. The Contracting Agency makes no representations, guarantees, or warranties as to the condition, materials, or proportions of the materials between the specific borings, regardless of any subsurface information the Contracting Agency may make available to the prospective Bidders. Bidders are solely responsible for making the necessary investigations to support and/or verify any conclusions or assumptions used in preparation of their bids. 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) Delete this Section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s UDBE/DBE/WBE, if applicable; a State of Washington Contractor’s Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (City of Bremerton GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 10 Delete the last paragraph, and replace it with the following: All Proposals submitted shall, on their face, remain valid for a period of 60 days following the date of Bid opening. In the event of a conflict in this duration, which may appear elsewhere in the Contract Provisions, the longest duration shall apply. The Bidder’s attention is directed to that portion of the Proposal which requires that the Bidder furnish information concerning its and proposed Subcontractors’ experience with work of a similar nature, equipment to be used on this project, and general background information. Information which is incomplete, evasive, or of a general nature only, may be considered as grounds for rejection of the Proposal. The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.7 Bid Deposit (City of Bremerton GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Name of the project; 2. The Contracting Agency named as obligee; 3. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 4. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 5. The signature of the surety’s officer empowered to sign the bond and the power of attorney. The Bidder must use the bond form included in the contract. 1-02.9 Delivery of Proposal (City of Bremerton GSP) Delete this section in its entirety and replace with the following: DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 11 Each proposal shall be submitted in a sealed envelope, with the Project Name as stated in the Notice Inviting Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. The Contracting Agency will not open or consider any Bid Proposal, or any supplement to a Proposal, that is received after the time specified in the Notice Inviting Bids for receipt of Bid Proposals or received in a location other than that specified in the Notice Inviting Bids. E-mailed or faxed Proposals or supplements to a Proposal are not acceptable. 1-02.10 Withdrawing, Revising of Supplementary Proposal (City of Bremerton GSP) Delete the second, third and final paragraph of this section. 1-02.11 Combination and Multiple Proposals (City of Bremerton GSP) Delete this Section in its entirety. 1-02.13 Irregular Proposals (City of Bremerton GSP) Delete this section and replace it with the following: A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bid Proposal does not constitute a definite and unqualified offer to meet t he material terms of the Bid invitation; or i. More than one proposal is submitted for the same project from a Bidder under the same or different names. A proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 12 submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualif ication of Bidders (City of Bremerton GSP) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria as follows: 1. Be a registered contractor at the time of bid submittal (RCW 18.27.020); 2. Have a current Unified Business Identifier number; 3. Have industrial insurance coverage; 4. Have an employment security department number; 5. Have a state excise tax registration number; and 6. Have never been disqualified from bidding under 39.12.065(3); 7. Not debarred from work in the State of Washington or the Federal Government; 8. The bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency. 1-02.15 Pre-Award Information (August 14, 2013 APWA GSP) Delete this Section and replace it with the following: Before awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, 7. Any other information or action taken that is deemed necessary to ensure that the Bidder is the lowest responsible bidder. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 13 1-02.16 Addenda and Interpretations of Bid Documents (City of Bremerton GSP, New Section) No oral interpretation of the meaning of the plans, specifications or other pre-bid documents will be made to any bidder. Every request for such interpretation shall be submitted in writing, addressed to the city’s contact person (listed on the cover page of these contract documents), and to be given consideration, shall be received at least five (5) working days prior to date fixed for Bid Opening. Any and all such interpretations and supplemental instructions will be in the form of written addenda to the Specifications which, if issued, will be mailed or otherwise delivered to each prospective bidder. Failure of any bidder to receive any such addendum shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become a part of the Contract documents. 1-02.17 Compliance with RCW 35.22.650 (City of Bremerton GSP, New Section) In accordance with RCW 35.22.650, "Contractor agrees that the contractor shall actively solicit the employment of minority group members. Contractor further agrees that the contractor shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of the contractor's compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontracts to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid." 1-03 AWARD AND EXECUTION OF THE CONTRACT 1-03.3 Execution of Contract (City of Bremerton GSP) Delete this Section and replace it with the following: The City will mail three copies of the unsigned contract to the successful Bidder immediately upon award. The documents will be sent via overnight mail. Within 14 calendar days from receipt of the documents, the successful bidder shall return three signed original contracts, insurance certificates as required by Section 1-07.18, and satisfactory bonds as required by law and Section 1-03.4. Before execution of the contract by the City, the successful bidder shall provide any pre-award information the City may require under Section 1-02.15. Until the City executes a contract, no proposal shall bind the City, nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. If the bidder’s performance of the requirements of this Section is delayed by circumstances DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 14 beyond the bidder’s control, the City may grant up to 14 calendar days of additional time, provided that the City agrees that circumstances warrant an extension. 1-03.4 Contract Bond (City of Bremerton GSP) Revise the first paragraph to read: The successful bidder shall provide both executed performance and public works payment bonds for the full contract amount. The bonds shall: 1. Be on Contracting Agency-furnished forms; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner; and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract; or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work. 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review (January 14, 2014 COB GSP) Reference to “Thurston County” shall be amended to”Kitsap County.” DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 15 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specific ations, and Addenda (City of Bremerton GSP) Delete the first two paragraphs of this Section and replace them with the following: The complete Contract includes these parts: Contract (Agreement) form, bidder’s completed Proposal Form, the 2020 Standard Specifications for Road, Bridge, and Municipal Construction and amendments thereto, Contract Provisions, Plans, Standard Plans, addenda, all required certificates and affidavits, performance and labor and material payment bonds, and change orders. These parts complement each other in describing a complete Work. Any requirement in one part binds as if stated in all parts. The Contractor shall provide any work or materials clearly implied in the Contract even if the Contract does not mention it specifically. Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Permits from other agencies as required by law 2. Change Orders, 3. Agreement, 4. Addenda, 5. Contractor’s Bid (Bid Forms), 6. Special Provisions, 7. Amendments to the Standard Specifications, 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction (current version) 9. Contract Plans, 10. Contracting Agency’s Standard Plans or Details (if any), and 11. WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction 1-04.4 Changes (City of Bremerton GSP) Replace the wording “written change order” with “Work Change Directive.” This Section is supplemented with the following: The City has included the Bid Item “Force Account” in the Bid Proposal to pay for changes in the work as described in this section. In order to maintain equity among Bidders, the Contracting Agency has entered a fixed amount for this Bid item as listed in the Proposal. Payment from this Bid Item shall occur only upon executing a Work Change Directive signed by both the City and the Contractor. The Owner and Contractor shall agree upon pricing of the work change as either a negotiated Lump Sum cost or to be tracked as Time and Materials (Force Account). For a Lump Sum cost, the Contractor shall submit a detailed breakdown of estimated labor, DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 16 equipment, materials, and subcontracted work to perform the change, along with all markups. The Owner and Contractor must agree upon the Lump Sum cost prior to performing the Work. To avoid delaying the performance of the change in Work, the Contractor shall prepare and submit the Lump Sum cost immediately upon request. When the Owner and Contractor agree to pay for the changed Work as Time and Materials, pricing and tracking of the work shall be done in accordance with Section 1-09.6. 1-04.4(1) Minor Changes (February 15, 2008 G&O GSP) Delete this Section in entirety. 1-04.6 Variation in Estimated Quantities (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work. 1-05 CONTROL OF WORK 1-05.2 Authority of Assistants and Inspectors (City of Bremerton GSP) This Section is supplemented with the following: The presence or absence of an Inspector at the Work site will be at the sole discretion of the Contracting Agency and will not in any way relieve the Contractor of its responsibility to properly perform the Work as required by the Contract Provisions. The Inspector does not purport to be a safety expert and is not engaged in that capacity under this Contract. The Inspector may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate with and assist the Contractor and shall not make the Inspector or the Engineer responsible for the enforcement of safety laws, rules, regulations or procedures. After receiving information relating to safety issues, the Contractor shall make its own examination and analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Inspector’s performance of project representation and observation services shall not make the Inspector responsible for the enforcement of safety laws, rules, regulations or procedures; nor shall it make the Inspector responsible for construction means, methods, techniques, sequences, or procedures, or for the Contractor’s ability to properly perform the Work, all of which are entirely the responsibility of the Contractor. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 17 1-05.5 Submittals (City of Bremerton GSP, New Section) 1-05.5(1) General The Contractor shall submit information for review by the Owner related to all material to be used on the project. Additional submittals are described in this section, as well as in Division 7. Each submittal shall be transmitted to the Owner with the Submittal cover sheet included in Appendix B. If the Contractor desires to use their own submittal cover sheet, it must be approved by the Owner prior to use. Each submittal shall be uniquely number ed. Submittals and cover sheets may be transmitted to the Owner in the Adobe PDF format through e-mail. 1-05.5(2) Required Submittals The Contractor shall pr ovide the City all required submittals as identified in this section, in Division 7, and where identified elsewhere in the Contract Documents. 1-05.5(2)A Submittals for the Pre-construction Conference The following items shall be submitted at the pre-construction conference prior to the Notice to Proceed. For each item, submit 3 hard copies and an electronic copy on a CD-ROM disk or thumb drive. 1. Contractor’s and Subcontractor’s Contact Information Names and 24-hour contact telephone numbers of contractor’s and each subcontractor’s key personnel identified in Standard Specifications Section 1-05.13. 2. Contractor’s Labor Classifications and Rates: Classification of all workers to be employed by the Contractor and its subcontractors in the work , excluding the Contractor’s Superintendent and General Foremen (if any), and; straight-time and overtime Weighted Wage Rates for each submitted labor classification, computed as required in Standard Specification Section 1-09.6. Update and resubmit the entire labor classification file whenever worker classifications are changed, added or deleted. Electronic copy shall be in MS Excel. 3. Contractor’s Equipment Classifications and Rates: Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the work, and; working and standby (idle) hourly rates for each submitted item of equipment, computed as required by Standard Specification Section 1-09.6 and the AGC/WSDOT Equipment Rental Rate Agreement referenced therein. Update and resubmit this entire equipment classification file whenever equipment or small tools classifications are changed, added or deleted. Electronic copy shall be in MS Excel. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 18 4. Contractor’s Progress Schedule (Type A): Progress schedule identified in Special Provisions Section 1-08.3(2)A. Format shall be Microsoft Project or so ftware equal. . 5. Cost breakdown for lump sum items (Schedule of Values), if applicable. 6. Traffic Control and Erosion Control Supervisor Certifications: Include names, certifications, and contact information. 7. List of all Subcontractors, including: a. Per centag e value of work assigned. b. Principal contact(s). c. Address d. Telephone and fax numbers. 8. List of all requested exceptions to the Contract Documents. Note: see 1-08.0(1) Preconstruction Conference 1-05.5(2)B Construction Submittals The following items shall be submitted at least two weeks prior to the associated construction activity to allow ample time for review and resubmittal if necessary. - Catalog information and data sheets for all materials to be installed on project (See section on technical submittals and shop drawings.) - Flow diversion plan for individual pipe sections (See Section 7-08) - Temporary Traffic Control Plans for each area. - Certification for Traffic Control Supervisor (TCS) - Spill Control and Prevention Plan, including 24-hour contact information. - Weekly look-ahead schedule per 1-08.3(2)D. - Any other construction-related submittal identified elsewhere in the Contract Documents. 1-05.5(2)C Technical Submittals (Shop Drawings) In addition to notification of material suppliers and fabricators, the Contractor shall also furnish for the Engineer's review and approval all required shop drawings. Shop drawings are defined as drawings or data, which illustrate how specific items, shall be fabricated, manufactured, or installed. Shop drawings are required for all shop, field fabricated or manufactured items and shall include all information necessary for the DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 19 fabrication and installation of the item and to show conformance with these contract documents. The information shall include, but not be limited to: 1. For fabricated items or those constructed in place, component sizes, layout, materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes, and boring and jacking equipment. 2. Shop drawings for reinforced concrete structures shall include, but not be limited to, reinforcement bending and placing drawings. 3. Piping Fabrication and Placement Drawings. 4. Erection Drawings. 5. Diagrams, Illustrations and Data (product, design, or other). Manufacturers' standard catalog information and details maybe submitted; however, standard manufacturers' information and advertising literature may not necessarily be sufficient. Samples: Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. Samples submitted shall be of sufficient size and quantity to clearly illustrate functional characteristics of products or materials and full range of colors available. 1-05.5(2)D Additional Administrative Submittals The following administrative submittals shall be submitted when noted: - Retainage account information – Submit prior to first invoice - Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors – Submit prior to performing any work at the site. - Certified Payrolls – Submit weekly. - Affidavit of Wages Paid – Submit prior to release of retainage. - Form titled “Acceptance of Compensation and Release of All Claims”. Submit prior to final payment. - Additional submittals where identified in the Contract Documents and as requested by the Engineer. 1-05.5(4) Submittal Review Process 1-05.5(4)A Submittal Transmittal Procedure When the Contract Documents require a submittal, the Contractor shall submit the specified information to the designated City representative via e-mail in Adobe PDF format using the cover sheet included in Appendix B. Each submittal shall have a unique number. Only include related items within a single submittal. When multiple items are included, these shall be numbered with the submittal number followed by a letter (e.g. if Submittal #4 has three items, these shall be 4.A, 4.B, and 4.C). DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 20 Submittals which are incomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked-up specifications and/or drawings when specified , are not acceptable and will be returned without review. All submittal information provided by subcontractors shall be transmitted through the Contractor and shall bear the Contractor’s signature. For resubmittals, use the same number as the original submittal and check the resubmittal box on the transmittal form. 1-05.5(4)B Submittal Review and Effect Unless otherwise specified, within 14 calendar days after receipt of a submittal for review and comment, the City shall review the submittal and return the reviewed copy with the transmittal cover sheet via e-mail in Adobe PDF format. 1. If the review indicates that the material or equipment complies with the project manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal. 2. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in O&M data, a corrected copy shall be provided. 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 4. If the review indicates that the material, equipment, or work method does not comply with the Contract Documents, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 5. If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal will be marked “PRODUCT DATA/NOT REVIEWED. Acceptability of the material, equipment, or work shall be determined under normal inspection procedures. Review of drawings or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the City, or by any delegated representative, officer or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 21 has no objection to the Contractor, upon his own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. Approval of shop drawings or other submittals by the City is only for general conformance with the design concept of the product and general compliance with t he Contract Documents. Any action required is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, coordination of his work with that of all oth er trades, and the satisfacto ry performance of his work. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. 1-05.11 Final Inspection (City of Bremerton GSP) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 22 Delete this Section and replace it with the following: 1-05.11(1) Substantial Completion Date When the Contractor considers the Work to be substantially complete, the Contractor shall notify the Engineer in writing and request that the Engineer establish the Substantial Completion Date. The Contractor’s notice shall list the specific items of the Work that remain to be completed in order to achieve Final Completion. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will establish the Substantial Completion Date. If, after inspection, the Engineer does not consider the Work to be substantially complete and ready for its intended use, the Engineer will notify the Contractor in writing and provide the reasons therefor. Upon receipt of written notice either establishing the Substantial Completion Date or informing the Contractor that the Work is not substantially complete, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach substantial completion and physical/final completion of the Work. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for final inspection. 1-05.11(2) Final Completion and Acceptance When the Contractor considers the Work to be physically complete in entirety, including site demobilization, restoration, submitting of any record document or inspection reports, and ready for final inspection, the Contractor shall provide written notice to the Engineer requesting a final inspection. The Engineer will then schedule a date for final inspection. The Engineer and the Contractor will then make a final inspection, and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the Work to be incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until the listed deficiencies have been completed. This process will continue until the Contracting Agency is satisfied the listed deficiencies have been corrected and the Work is physically complete. If action to correct the listed deficiencies is not initiated within seven days after receipt of the written notice listing the deficiencies, the Contracting Agency may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed any extension of the Contract time or additional compensation because of a delay in the performance of the Work attributable to the exercise of the Contracting Agency’s rights hereunder. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 23 Upon correction of all deficiencies, the Owner will notify the Contractor, in writing, of the date upon which the Work was accepted in entirety and considered to have obtained Final Completion. That date shall constitute the Final Completion Date of the contract. 1-05.12 Final Acceptance (City of Bremerton GSP) Delete this section in entirety. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraph of this Section. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Manager. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic formats such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new sections 1-05.16 and 1-05.17: 1-05.16 Water and Power (City of Bremerton GSP, New Section) The Contractor shall make necessary arrangements and shall bear the costs for supplying power for the performance of the work. The Contractor is permitted to use water supplied from City hydrants during the work. Not all fire hydrants will be available for use for cleaning, lining, or any other construction activities associated with this project. Prior to construction activities, it shall be the Contractor’s responsibility to verify which hydrants will be available by contacting the City. The Contractor shall use only those hydrants designated by the City. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 24 A hydrant meter and backflow preventer assembly must be installed at the hydrant prior to usage. The meter and assembly will be supplied and installed by City staff at a hydrant to be designated by the Contractor. No charge for water will be made unless there is obvious waste. The Contractor may relocate the meter and assembly as needed to other hydrants during the work. The Contractor is solely responsible for security and protection of the meter and assembly at all times during the work. To obtain a meter and assembly, coordinate directly with the City Inspector or Project Manager. A deposit of $2200 is required prior to obtaining the meter and assembly. The deposit will be returned upon completion of the project if the hydrant meter and assembly is returned undamaged. 1-05.17 Oral Agreements (October 1, 2005 AWPA, New Section) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.4 Handling and Storing Materials (City of Bremerton GSP) This Section is supplemented with the following: The Contractor may be required to provide off-site storage of equipment and materials to enable construction to occur at the construction site. The Contractor has full responsibility to secure all off-site storage areas, if needed, and shall include the costs for providing such storage areas in the Proposal for the individual equipment and material bid items requiring off-site storage. All off-site storage areas shall be fenced, secure and have access restricted or withheld from the general public. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 25 The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 197 3 (WISHA). The Contractor shal l maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. (April 3, 2006) Confined Space Confined spaces are known to exist at the following locations: − Manholes − Sewer Pump Station OB-2 wet well The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for the work. No work shall be performed in or adjacent to the confined space until the Contractor has prepared and implemented the confined space program. The plan shall be kept at the site and made available for review by the Owner upon request. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 Sales Tax Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state ret ail sales tax will not be included. Section 1-07.2(2) describes this exception. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 26 The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA funded project) only if the Contractor has obtained from the Washington Stat e Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 27 1-07.5 Environmental Regulations 1-07.5(2) State Department of Wildlife and Fisheries (City of Bremerton GSP) Delete the last paragraph and replace with the following: Work in all items (1) through (8) above shall be incidental to other contract pay items. 1-07.6 Permits and Licenses (City of Bremerton GSP) Supplement this section with the following: The Contractor shall obtain a City of Bremerton business license before mobilizing to the site. No City of Bremerton permits are required for this project. Any additional permits required for the work from state and federal agencies must be obtained by Contractor. 1-07.16 Protection and Restoration of Properties Add the following new section: 1-07.16 (5) Public Notification Prior to Starting Work (City of Bremerton GSP, New Section) NOTIFICATION IMMEDIATELY PRIOR TO LINING WORK: The Contractor shall contact all property tenants, via flyer or door hanger, a minimum of 48 to 72 hours prior to start of the lining operation. The Contractor shall submit a draft of the property owner notification to the City for review at least 5 calendar days prior to distribution. The notification shall advise the owners and tenants of the type of work, schedule and indicate the Contractor’s name, contact person and telephone numbers. The notification shall state to avoid water use and flushing of toilets during the operation and describe any noxious odors or loud activities that may result from the work. 1-07.17 Utilities and Similar Facilities Add the following new section: 1-07.17(3) Contractor’s Responsibility for Utility Properties & Services (City of Bremerton GSP, New Section) Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, power, oil, gas, water, sewer, storm sewer, or irrigation systems, operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 28 The Contractor shall protect, in place, all railway, telegraph, telephone (including poles, guy wires and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems from damage. If interfering railway, telegraph, telephone (including poles, guy wires, and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems are encountered notify the Engineer and the appropriate utility company at least two (2) working days in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. The Contractor shall pay all costs of protecting and/or relocation of such facilities. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of service as promptly as possible and bear all associated costs of repair subject to determination of responsibility. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avoid the new pipeline, the services may be cut, and the trench dug through, only after obtaining prior approval of the Water Department, Engineering Department, or Fire Department, as applicable, and the Engineer. All work and repairs to the water system shall be performed by City forces only. The services will be restored with similar or equal materials. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. Existing water mains are generally buried at 3’ depth from the ground surface to the top of pipe. 1-07.17(5) List of Utility Owners Following is a list of the utilities serving the work area indicating the name (if available) and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work. Outside normal working hours, report emergencies and initiate contact with the appropriate individual by calling 911. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 29 UTILITY CONTACT TABLE Within City of Bremerton, Department of Public Works and Utilities (PWU): UTILITY UTILITY NAME CONTACT TELEPHONE # Bremerton1 PWU First Response 360-473-5920 Storm/San. Sewers PWU Pat Jacobsen 360-473-5327 Water PWU Bob Zurbrugg Bill Davis 360-473-5249 360-473-2312 Streets PWU Colen Corey Shane Weber 360-473-5838 360-473-2354 Contact Utility Managing Engineer Ned Lever at 473-2398 if unable to contact PWU individuals above OTHER UTILITIES Power Puget Sound Energy Dispatcher 888-225-5773 Telephone Century Link Repair Dept. 800-573-1311 Gas Cascade Natural Gas Mike Dunn 360-479-3966 Cable TV Comcast Jerry Biggs 360-377-8528 360-415-2477 (pager) Underground Utilities Locate Service 800-424-5555 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (City of Bremerton GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best’s Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 30 B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Final Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a “cross liability” provision. E. The Contractor’s and all subcontractors’ insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency’s insurance, self-insurance, or insurance pool coverage and shall contain a waiver of subrogation against the Contracting Agency for claims arising out of any operations, liabilities and obligations to which coverage applies. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 31 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): - the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. Commercial General Liability A policy of Commercial General Liability Insurance, including: - Per project aggregate - Premises/Operations Liability - Products/Completed Operations – for a period of one year following final DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 32 acceptance of the work. - Personal/Advertising Injury - Contractual Liability - Independent Contractors Liability - Stop Gap / Employers’ Liability - Explosion, Collapse, or Underground Property Damage (XCU) - Blasting (only required when the Contractor’s work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: - $1,000,000 Each Occurrence - $2,000,000 General Aggregate - $1,000,000 Products & Completed Operations Aggregate - $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers’ Liability - $1,000,000 Each Accident - $1,000,000 Disease - Policy Limit - $1,000,000 Disease - Each Employee Automobile Liability Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if “pollutants” are to be transported. Such policy(ies) must provide the following minimum limit: - $1,000,000 combined single limit Worker’s Compensation The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial Insurance laws of the state of Washington. Excess or Umbrella Liability The Contractor shall provide Excess or Umbrella Liability coverage at limits of one (1) million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor’s primary Commercial General and Automobile Liability coverage, or any combination thereof. Pollution Liability The Contractor shall provide a Pollution Liability policy, provid ing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 33 1. Contractor’s operations related to this project; and/or 2. Remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos; and/or 3. Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage: - $1,000,000 each loss and annual aggregate 1-07.23 Public Convenience and Safety (City of Bremerton GSP) Supplement this section with the following Work areas shall be barricaded to prevent public access and provide a buffer between the work zone and the public. 1-07.23(2) Construction and Maintenance of Detours (City of Bremerton GSP) Delete this section and replace with the following: Unless otherwise noted, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway or bridge during construction, 2. Detour crossings of intersecting highways, and 3. Temporary approaches. The construction and maintenance of detours including traffic control and signing is the sole responsibility of the Contractor. The Contractor will be required to submit Traffic Control Plans in accordance with MUTCD, WSDOT requirements, and these specifications. Payment for Construction and Maintenance of Detours will be incidental to the project and included into other bid items. 1-07.24 Rights of Way (City of Bremerton GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor’s construction activities shall be confined within these limits, unless arrangements for use of private property are made. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 34 Whenever easements or rights of entry have not been acquired prior to advertising, these areas are generally or specifically described as follows: On Sheet C7, a portion of the pipe is buried within a 15’ wide easement located on private property. The upstream manhole (MH #R16-1000) is located on Shorewood Drive within City ROW. The downstream manhole is located at a City pump station. The pump station is located on private property and the City has an access easement for this property. On all other sheets, the piping and access points are located within the City right-of-way. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours’ notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 35 Add the following new section(s): 1-08.0 Preliminary Matters (City of Bremerton GSP) 1-08.0(1) Preconstruction Conference (City of Bremerton GSP) Prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Contracting Agency, the Engineer and such other persons as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working und erstanding among the various persons associated with or affected by the Work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the Work; 5. To review traffic control; and 6. To discuss such other related items as may be pertinent t o the Work. The Contractor shall prepare and bring to the meeting the pre-construction submittals listed in paragraph 1-05.5(2)A. 1-08.0(2) Hours of Work (City of Bremerton GSP) Except in the case of emergency, or unless otherwise approved or directed by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 5:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. A 10-hour workday four days per week will also be permitted by the Owner upon written request by the Contractor. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 5:00 p.m. on any day; or longer than the regularly scheduled workday (8 or10 hour workday) on any day. The Contractor shall apply in writing to the Engineer for such permission to work outside the work window at least 7 days in advance. Where the Contractor is directed or allowed to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays, the contractor shall use noise-attenuating equipment and enclosures to minimize noise impact to the public at night. Permission to continue work during these hours may be revoked at any time if the Contractor exceeds the Contracting Agency’s noise control regulations or if complaints are received from the public or adjoining property owners regarding the noise from the Contractor’s operations. The DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 36 Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. If requesting to work at night, at least 7 days of notice to the City shall be given to allow time for the City inspector to adjust their schedule. If the Owner permits the Contractor to work outside the agreed upon work hours, this does not imply that the Owner agrees to pay for any wages or costs associated with overtime or extra work. Costs associated with overtime work shall a lways be borne by the Contractor, unless the Owner specifically directs in writing that overtime work must be used to accomplish a task OWNER-DIRECTED WORK AT NIGHT: To minimize the impact to traffic on busy streets and one-way streets, some work in the right-of -way must be performed between the hours of 9 p.m. and 6 a.m. The Contractor may begin to occupy the right-of-way at 9:00 p.m. and must restore the right-of-way to normal traffic no later than 5:45 a.m. In some instances, it may be permitted to occupy the right-of-way starting before by 9:00 p.m. due to low-volume traffic, but any permission must be in writing from the Owner to the Contractor. Where night work is required at specific locations is indicated in SP 1-10. 1-08.0(3) Construction Meetings (City of Bremerton GSP, New Section) Weekly meetings shall be held at a mutually agreed -upon location and day of the week and time. The purpose of the meeting will be to discuss the work, resolve any quantity or force account disagreements , revi ew the Contractor's Progress and Schedule, and review the record drawings. The Contracting Agency shall develop an agenda for each weekly meeting. The Contractor shall provide an updated 3-week look -ahead schedule for each meeting. At the Owner’s discretion , these meetings may be cancelled. At a minimum, the Contractor’s superintendent shall attend the weekly meeting. The Owner may schedule additional meetings that the Contractor shall attend to review and discuss specific issues on topics that may be too involved for inclusion in the weekly progress meeting or require involvement from others not directly associated with the project. When a special meeting is required, the Engineer will coordinate time and place for all required attendees. Special meeting topics may include, traffic control, work sequence, and bypassing flow. 1-08.1 Subcontracting (City of Bremerton GSP) Delete the 8th and 9th paragraphs. The 8th paragraph starts with “On all projects…” 1-08.3 Progress Schedule 1-08.3(1) General Requirements (City of Bremerton GSP) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 37 Supplement this section with the following: The Contractor shall submit a Type A Schedule. The Contractor shall use Microsoft Project scheduling software or approved equal. 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit three copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 10 calendar days of receiving the submittal. 1-08.4 Notice to Proceed (City of Bremerton GSP) Delete the text in this section and replace with the following paragraph: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the final completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 1-08.5 Time of Completion (City of Bremerton GSP) Delete the text in this section and replace with the following paragraph: The Contractor shall begin work within ten (10) calendar days of the Notice to Proceed date. The Work shall obtain Substantial Completion within the time designated in ’Article 2’ of the CONTRACT. Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work and shall not release the Contractor from damages or liabilities for failure to complete the work within the time stipulated. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 38 1-08.9 Liquidated Damages (City of Bremerton GSP) Delete and replace the second paragraph with the following: Liquidated damages are established per ‘Article 3’ of the CONTRACT. The Engineer will deduct the accumulated amount from any money due or coming due to the Contractor. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Add the following new section: 1-09.1(1) Quantity Reporting Requirements (City of Bremerton GSP, New Section) 1. General. a. Requirement: Preparation of daily Quantity Reports generally as described in this Section is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily Quantity Reports is to create a valid, contemporaneous record of all bid-item work performed by the Contractor, with the goal of limiting disputes by tracking and agreeing on the various quantities of work as it is performed. The daily Quantity Reports required herein shall become the controlling record and source documentation of the work performed and the materials provided by the Contractor each day. c. Correction of Errors: Nothing in this Section shall bar later adjustment of quantities for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer’s decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, daily Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, any dispute related to the quantity work performed during the preceding week shall be resolved and final bid item quantities agreed upon. 2. Daily Quantity Report a. Report Preparation: The Engineer will complete a daily Quantity report for each day that work is performed. The Contractor shall furnish any required material invoices or load receipts to the Engineer each day in time for DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 39 completion of the day’s report. The Engineer and Contractor shall review each day’s report not later than the end of the next business day. Both the Engineer and Contractor shall sign each day’s Quantity Report, acknowledging the quantities of work and materials indicated in the Report. A sample of the City-provided form that will be used for all such reports is included in the Appendix of these Special Provisions. 1-09.6 Force Account (City of Bremerton GSP) Supplement this section with the following: The bid item “Force Account” has been included in the Bid Proposal for changes in the work as follows: - Where the owner directs additional work that is not covered under existing bid items. - Due to differing site conditions, as described in Section 1-04.7, for which the Engineer determines the Contractor is due additional compensation per Section 1-04.7 and which is not covered by the existing bid items. No payment will be made for any work from this bid item that has not been expressly approved in writing by the Engineer. The Owner will issue a Work Change Order to initiate and direct the additional work. If the cost of the additional work results in exceeding the contract amount, a Change Order will be issued to increase the contract amount Add the following new section: 1-09.6(1) Force Account Reporting Requirements (City of Bremerton GSP, New Section) 1. General. a. Requirement: Preparation of daily reports generally as described in this Section, of all Force Account Work authorized by the City, is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily reports is to create a valid, contemporaneous record of all work performed by the Contractor in response to Work Change Directives (WCD) issued by the City, with the goal of limiting disputes by agreeing on the amounts and costs of work as the work is performed. The daily reports required herein shall become the controlling record and source documentation of the work actually performed, and the materials actually provided, by the Contractor for Force Account Work. c. Error Correction: Nothing in this Section shall bar later adjustment of quantities or costs for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer’s decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, Daily Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 40 at each week ly Construction Meeting and, to the extent possible, any dispute related to the quantity of Force Account work performed during the preceding week shall be resolved and final material quantities, labor hours and equipment hours agreed upon. 2. Daily Force Account Report a. Report Preparation: The Engineer will complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed. The Contractor shall furnish the material and equipment invoices req uired by Standard Specification Section 1-09.6 to the Engineer each day in time for completion of that day’s reports. The Engineer and Contractor shall review each day’s reports not later than the end of the next business day. Both the Engineer and Contractor shall sign each day’s Force Account reports, acknowledging the quantities of materials and hours of use of labor and equipment indicated in the report. The City uses an equivalent of WSDOT Form # 422-008 titled ‘Daily Report of Force Account Worked’ for tracking force account work. A sample of the City-provided form that will be used for all such reports is included in the appendices. 1-09.7 Mobilization (City of Bremerton GSP) Supplement this section with the following: There is no bid item for mobilization. Costs for mobilization shall be considered incidental to the ot her bid items. 1-09.8 Payment for Material on Hand (City of Bremerton GSP) Delete all the provisions in this section and substitute the following: The Owner will not make payment for material on -hand. Payment will be in accordance with items as desc ribed in Di vision 7. 1-09.9 Payments (City of Bremerton GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. Where applicable, the Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 41 basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer’s determination of the cost of work shall be final. Progress payments for completed work will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown for that item, or absent such a breakdown, based on the Engineer’s determination. 3. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.11 Disputes and Claims 1-09.11(3) Time Limitation and Jurisdiction (City of Bremerton GSP) Replace all references to Thurston County with Kitsap County. Delete Sections 1-09.13(3) and 1-09.13(4) and replace with the following section: 1-09.13 Claims Resolution 1-09.13(3) Claims of Any Value (City of Bremerton GSP, New Section) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 42 The Contractor and the Contracting Agency mutually agree that claims, whatever the value, submitted in accordance with Section 1-09.11 and not resolved by nonbinding arbitration ADR processes, shall be resolved by litigation unless the parties mutually agree to resolve the claim through binding arbitration. Each party is responsible for its own attorney fees and litigation costs. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General (City of Bremerton GSP) Supplement this section by inserting the following: Any materials, labor or equipment required for maintaining traffic flow during the life of this Contract shall be furnished, placed and maintained by the Contractor, immediately upon request by the Engineer. Furnishing of and preservation and maintenance of traffic control devices shall be the sole responsibility of the Contractor. Emergency traffic such as police, fire, and disaster units, shall be provided access at all times. The Contractor shall be liable for any damages, which may result from failure to provide reasonable access or coordination. Existing Signs, Devices, and Pavement Markings: Existing traffic control and street name signs which interfere with construction shall be relocated, covered, or removed by the Contractor and temporarily stored in a safe place. "Stop", "Yield', and "One-Way" signs shall be removed, covered or relocated only upon approval of the Engineer. Existing signs shall not be removed until the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the existing signs have been removed. Except as otherwise specifically provided in the contract documents, preservation and maintenance of traffic control and street name signs shall be the sole responsibility of the Contractor. As work progresses and as permits, temporarily relocated or removed traffic and street name signs shall be reset in their permanent location by the Contractor. Signs and other traffic control devices damaged or lost by the Contractor, shall be replaced or repaired by the Contractor at no cost to the City. The option of whether a sign can be repaired or shall be replaced shall be the Engineer's, and such decision shall be final and binding on the Contractor. When paint lines are obliterated due to construction activities or pavement restoration, temporary pressure sensitive pavement marking tape, raised pavement markers or delineators shall be installed where designated by the Engineer. These temporary features shall be removed only upon installation of permanent traffic channelization. Unless otherwise provided for by a separate bid item in the proposal, removal of permanent striping and installation and removal of temporary striping shall be incidental to the unit contract price for other items in the proposal. Maintaining Two-way Traffic and Access: Except as permitted by the Engineer or on one-way streets, two-way traffic shall be maintained at all times. No dead-end streets will be allowed to have less than one way access at any time. During working hours, the Contractor DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 43 shall maintain, in a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, etc. All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans. Except where permitted elsewhere in the Contract Documents or authorized by the Engineer in writing, during non-working hours, excavations within roadways, driveways, pedestrian pathways, or similar areas within rights of way or easements used by the public shall be backfilled, compacted and covered with cold mix asphalt or covered with steel plates or other approved temporary bridging. The Contractor shall conduct the work so as to obstruct and inconvenience traffic as little as possible. The Contractor shall not open sections of the work and leave them in an unfinished condition. During non-working hours, the Contractor shall keep existing traffic lanes clear, without interference from construction operations, equipment or materials. 1-10.1(2) Description (May 25, 2006 APWA GSP) Revise the fifth paragraph to read: The Contractor shall provide, erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor’s operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. 1-10.2 Traffic Control Management 1-10.2(1) General (City of Bremerton GSP) Supplement this section with the following: The TCS will be contacted to correct any traffic control or signing deficiencies during normal working hours or during evenings or weekends as necessary or required. The TCS shall respond as required by Standard Specification 1-10.2(1)B. If the Traffic Control Supervisor or the Contractor's forces do not respond within the required time, the City will make any necessary corrections using its own or other forces and shall deduct the entire cost of all such work from sums due, or to become due, to the Contractor. All such charges against the Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials. The TCS shall be certified by one of the following organizations. The TCS certification shall be submitted to the City prior to any construction: American Traffic Safety Services Association DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 44 5440 Jefferson Davis Hwy. Fredericksberg, VA 22407 (703) 898-5400 Evergreen Safety Council 401 Pontius Avenue North Seattle, Washington 9810 9 1-800-521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 1-10.2(2) Traffic Control Plans (City of Bremerton GSP) Supplement this section by inserting the following: Where work occurs in the ROW or easement, the Contractor shall prepare and submit a traffic control plan to the City for review. The plan shall be in accordance with MUTCD requirements and WSDOT Section K Traffic Control Plans. The plan shall be submitted for review and approval at least 7 days in advance of the actual work. Work shall not begin at a site without an approved traffic control plan for that site. The following table provides traffic (pedestrian and vehicular) information for each location and indicates where night work is required for the CIPP lining work as described in SP 1-08(0).2. Night work is not required for the video inspection and cleaning work. Sheet Location Traffic Volume Required Night Work? Comments C1 6th St. High Yes Arterial. Very busy intersections during peak work hours, especially the intersection of 6th St. and Warren Ave. C2 5th St. Low Yes Low volume. One way street, therefore perform work at night. C3 4th St. Low Yes Low volume. One-way street, therefore perform work at night. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 45 C4 Washington Ave. Medium to High From 6th St. to Burwell St. – No; Burwell St. to 1st St. – Yes. Traffic route for Bremerton ferry egress. High traffic during peak work hours. Only certain portions must be done at night. C5 MLK Way Low No Low volume C6 Chester Ave. Medium to High Permission for night work is allowed but not required. High volumes of vehicle and pedestrian traffic early in morning and 3:30 pm onward due to PSNS Shipyard. Burwell St. is an arterial. Permission for night work is allowed but not required. C7 Shorewood Dr. Low No There is a blind curve in the road from both directions. Speed limit is 20 mph. 1-10.3 Traffic Control Labor, Procedures and Devices 1-10.3(3) Traffic Control Devices Supplement this section by inserting the following: All signs required for traffic control, as well as any other signs required by the Engineer, shall be furnished by the Contractor. Add the following new section 1-10.3(3)L Parking Restriction Signs (City of Bremerton GSP, New Section)) Where, in the opinion of the Engineer, parking is a hazard to thru-traffic, or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the Engineer and provided and placed by the Contractor. The Contractor shall be responsible for and shall maintain the signs, if they are used in any street or easement that is directly involved in the construction work. If parking signs are used beyond the confines of the work area, such as in another street being used as a detour, the signs will be the responsibility of the Contractor. The placement of signs restricting parking shall be as approved by the Engineer and shall be placed at least 72 hours in advance of the needed parking removal. Parking restriction signs shall be placed two working days in advance of needing the parking removed, with the start date of the "no parking" clearly shown. The area to be restricted shall be cl early marked with Type I barricades carrying signs that give the specific period (dates and times) that the area is to be clear of vehicles. Signs shall be large enough to be easily read from a distance of 50 feet and shall advise where impounded vehicles will be stored or indicate a 24-hour telephone number for obtaining that information. A minimum DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 46 of 72 hours advance notice is required before towing vehicles. All signs must be approved by the Engineer prior to use. Example wording of the signs is as follows: W A R N I N G ! T O W A W A Y Z O N E N O P A R K I N G FROM: DATE and TIME TO: DATE and TIME FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED 1-10.4 Measurement (City of Bremerton GSP) Delete the entire section and replace with the following: No specific unit of measurement will apply to traffic control. 1-10.5 Payment (City of Bremerton GSP) Delete the entire section and replace with the following: “Traffic Control,” lump sum. Payment for traffic control shall include all equipment, labor and vehicles for developing and implementing traffic control plans, providing flagging, uniformed traffic control, Traffic Control Supervisor, Class A and Class B construction signs, detour routes, cones, barricades, flashers, sequential arrow signs, traffic safety drums, removal of permanent striping, installing and removing temporary striping and arrows, and other temporary traffic control devices for the entirety of the project. Variable message boards (VMS), where directed to be used by the Engineer, shall be paid under force account. END OF DIVISION 1 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 47 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS (City of Bremerton GSP) 7-08.3 Construction Requirements Section 7-08.3 is supplemented with the following: 7-08.3(5) Temporary Flow Diversion 7-08.3(5)A General Requirements In the performance of the video inspection and cure-in-place-pipe (CIPP) lining work, the Contractor shall ensure that existing sanitary sewer service to customers is maintained by the design, installation, and operation of a temporary flow diversion system at each lining site. The system shall consist of pumps, piping, flow-through plugs, sand bags and other means/materials for temporarily diverting flow from the upstream manhole and directing it to a manhole downstream of the rehabilitation operation. When bypass pumping is necessary, it shall be done in such a manner as not to damage private or public property or create a nuisance or public menace. The p umped sewage shall be in enclosed hoses or pipes that are adequately protected from traffic and shall be redirected into the appropriate sewer system. The discharge of sewage to private property, city streets, sidewalks, storm sewer, wetlands, or any location other than an approved sanitary sewer is prohibited. The Cont ractor shall be liable f or all cleanup, damages, and resultant fines should the Contractor’s operation cause any bac kups, overf lows, or property damage. The Contractor shall notify property and business owners prior to the work in accordance with SP 1-07.16(5). 7-08.3(5)B Backup Equipment and Monitoring Bypass pumping shall be scheduled for continuous operation with back -up pumps, generat ors, and/or other equipment available on-site at all times for periods of maintenance and refueling or failure of the primary bypass pump(s). The Contractor shall provide experienced monitoring personnel on site to verify the bypass pumping system remains functional. These individuals shall have the experience to operate and maintain the bypass system to ensure there is continuous operation of the bypass system. Prior to performing any work which requires bypass pumping (e.g. cleaning, video lining and cleaning, video), the primary and backup pump shall be installed, connected and tested with a piping manifold and isolation valves at the discharge so both pumps are always DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 48 connected to the bypass piping, which allows switching between the primary and backup pump. Bypass pumping with only a single pump installed and operational will not be permitted, except in cases where the Engineer determines that the flow is sufficiently low and the backup pump is nearby and immediately available on-site. 7-08.3(5)C Pumping Requirements for Flow Diversion System Design This section contains specific flow diversion requirements. Estimated flows are included on the plan sheets. The City has a combined sewer system, therefore during rain events the flow rate can suddenly increase. All bypass pumps used on this project should be able to bypass minimum 200 gpm and pass 3-inch solids, unless noted otherwise. The Engineer reserves the right to stop the Contractor’s work if the Inspector believes that the provided pumping equipment is inadequate for the anticipated weather conditions. In this case, the Contractor will be required to schedule the work for another day. Information, including rim elevations, manhole depths, flow rates, flow direction and pipe sizes, has been provided on the plans to assist the Contractor in preparing a flow diversion plan. The Contractor can reasonably rely on this information for bidding. However, prior to preparing and submitting a flow diversion plan and installing any type of temporary bypass system, the Contractor must independently verify the sewer piping system in the field and indepen dently develop a flow diversion plan most suitable for the video inspection and pipe lining work. For the work shown on plan sheets C1, C2, C3, and C6 Divert flow as needed to perform the work. For the work shown on plan sheet C4 • The condominium located at 4th Street discharges directly into the Washington Avenue sewer. Bypass pumping will be required (estimated flow < 50 gpm) to bypass pump from the condominium to a manhole. Contractor may use a bypass pump rated for 50 gpm or less to perform this bypass. Estimated distance to downstream manhole approximately 350 LF. For the work shown on plan sheet C5 • Sewage Pump Station CE-6 discharges to the discharge MH on Park Avenue. This flow can be temporary reduced to 400 gallons per minute. The Contractor shall bypass this flow as needed to perform the work. It’s possible that the flow may be directed and discharged to MH #R14-4078. If this is not possible, the next manhole downstream is at the intersection of 8th St and Park Avenue (approximately 250 feet north). For the work shown on plan sheet C7 • Flow from Sewage Pump Station OB-7 intermittently discharges to the upstream MH #R16-1000. The pump station flow is estimated at 300 gpm. Size bypass pumps to pump minimum 400 gpm to accommodate intermittment flow from pump station DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 49 plus local flow. Discharge to MH on Madrona Point Drive (approximately 540 feet from MH #R16-1000). • NOTE: The downstream lining termination point is a City of Bremerton wet well. Coordination will be required with City wastewater operations staff to access the wet well. The Contractor is solely responsible for confined entry safety into the wet well. 7-08.3(5)D Bypass Side Sew er Lat erals If the Contractor is unable to install the pipe liner and reconnect an active side sewer(s) within the time duration specified to the property owner, bypass pumping of the side sewer to the sanitary sewer system shall be required if directed by the Engineer. The Contractor shall verify whether service at a property is able to be interrupted prior to lining operations. W hen there exist situations where impacted properties cannot be disconnected, plugged, or subjected to any other service interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the side sewer to the downstream sanitary sewer system shall be required prior to insertion of the liner system. If necessary, the contractor may install a cleanout to facilitate bypass pumping. Payment for bypassing a side sewer and/or installing a clean out for a specific property or business in order to maintain sanitary service, where directed by the Engineer, shall be paid via force account as described in Section 1-09.6. 7-08.3(5)E Temporary Flow Diversion Plan The Contractor shall prepare and submit a flow div ersion plan in accordance with Section 1-05.5. The plan shall show bypassing from the upstream to a downstream manhole. The Contractor’s plan for diverting flow shall be reviewed by the City before the Contractor will be allowed to commence with lining work at a particular site. Submit the plan at least 2 weeks before the actual work to allow sufficient time for review by the City. The review of the plan by the Engineer shall in no way relieve the Contractor of his responsibilit y and public liability. At a minimum, the plan shall include the following information: • A plan showing the location of the pumps, tanks, generators, piping, and plugs. • Plugs: Method, type, and size • Piping: Size, material, location, method of installation, and sizing calculations. • Pumps: capacity, number, performance curve, method of noise control. Include calculations demonstrating the pump can hydraulically perform with consideration of static lift, friction losses, and flow velocit y. • Primary and standby power generator: Power and sizing calculations for application • List of backup equipment including pumps, hoses, generators, and pipe • Method of sound attenuation for mechanical equipment if work is performed at DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 50 night. Work shall not begin at a site without an approved temporary flow diversion plan for that site. 7-08.4 M easurement This section is supplemented with the following: No specific measurement shall apply to temporary flow diversion 7-08.5 Payment This section is supplemented with the following: Temporary flow diversion s hall include the preparation and implementation of the plan, equipment, personnel, fuel, monitoring, power, pumps, piping, barricades, emergency stand-by equipment, trenching for buri al of pipe, removal of pipe, pavement restoration costs, and all other work necessary to maintain uninterrupted sanitary sewer services by bypassing the applicable sewer system flows associated with cleaning, video inspection, CIPP lining, and reinstating the respective laterals and sewers. There is no separate bid item for temporary flow diversion and it shall be considered incidental to the pre-lining video inspection and CIPP lining bid items. 7-20 PIPE PRE-INSTALLATION CLEANING, INSPECTION AND ASSESSMENT (City of Bremerton GSP, New Section) 7-20.1 Description This work shall generally consist of cleaning, removing and disposing of waste materials, and performing CCTV inspections of all the sewer main segments included in this project. 7-20.1(1) Submittals Submittals shall be in accordance with Section 1-05.5 of these specifications. Submittals shall include, but not be limited to, the items identified in these specifications and in Section 1-05.5. The following items shall be submitted following the pipe cleaning and inspection work. 1. Pre-Lining Inspection Reports After each video inspection has been completed, the Contractor shall provide the Engineer with copies of the Pre-Installation Inspection and associated Inspection Report for each sewer main segment in digital format on a USB thumb drive. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 51 The Pre-Installation Inspection and associated Inspection Report for a sewer main segment shall be submitted to the Engineer at least five (5) working days prior to requesting "wet-out" for that sewer main segment. 7-20.3 Construction Requirements 7-20.3(1) Equipment Cleaning Equipment Cleaning equipment shall be capable of removing dirt, grease, rocks, concrete intrusions, sand, roots and other materials and obstructions from the sewer lines. Selection of equipment shall be based on field condition such as access to manholes, quantity of debris, size of sewer main pipe, condition of sewer main pipe, and pipe lining activities. Video Inspection Equipment The Contractor shall inspect and record the sewer interior walls of the sewer main pipe using a color closed circuit television (CCVT) camera with a lens capabl e of rotating 360 degrees to allow the Contractor to look directly up tees, joints and wyes. It is entirely the Contractor's responsibility to choose and provide the correct equipment and software which will produce CCTV inspections and reports that meet the minimum CCTV inspection standards of this specification. Should any of the CCTV inspection equipment become damaged or degraded during the course of this project, such that it is not capable of producing the minimum standards, it shall be the Contractor's responsibility to repair or replace the affected equipment. No additional work days or payment will be granted for the repair or replacement of damaged or degraded equipment. 7-20.3(2) Personnel All CCTV inspections shall be performed by a trained operator who documents the date of the inspection, manhole #’s, the condition of the pipe at each phase including before and after liner installation, breaks, obstacles, and side sewers by closed circuit television. 7-20.3(3) Cleaning Prior to conducting CCTV inspection, the Contractor shall clean the sewer main segment. Clean shall be defined as the removal of all accumulations including sludge, dirt, sand, rocks, asphalt, concrete, grout, grease, roots, and any other solid or semi-solid material existing in the pipe with 100% debris removal. It will be the Contractor's responsibility to make as many cleaning passes as necessary to meet the above definition of 'clean'. Sludge, dirt, sand, rocks, grease, and other solids or semi-solid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing materials from manhole section to manhole section is not permitted. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 52 All roots shall be removed from the sewer lines. Special attention shall be used during the cleaning operation to assure removal of roots from the joints and side sewer connections. Procedures may include the use of mechanical equipment such as rodding machines, root cutters, porcupines, and high-velocity hydro-jet cleaner. During sewer cleaning operations, precautions shall be taken by the Contractor in the use of cleaning equipment to avoid any damage to the existing pipe. Any damage of the sewer main pipe resulting from the Contractor's cleaning operations, regardless of the existing condition of the pipe, shall be the responsibility of the Contractor. The Contractor shall use extreme care to not further damage the pipe during cleaning operations. 7-20.3(4) Waste Material Disposal The Contractor shall dispose of all waste materials removed from the sewers during the cleaning operation at an off-site location that accepts waste material. Trucks hauling solids or semi-solids from the site shall be watertight so that no leakage or spillage will occur. Under no circumstances shall sewage or solids be dumped onto the ground surface, streets, catch basins, sewer manholes or storm drains. 7-20.3(5) CCTV Inspection The Contractor shall perform CCTV inspection after cleaning the sewer lines to document the condition of the host pipe, verify the number and footages of side sewer connections, and verify the lines were cleaned in accordance with these specifications. In order to allow for an accurate analysis of the condition of the existing sewer main/host pipe, the Contractor shall ensure that the entire surface of the sewer main under inspection is clearly visible. When the depth of sewage, which may be caused by existing defects such as sags, offsets, voids, etc., obstructs the ability of the Engineer to clearly view the sewer main/host pipe surface, the Contractor shall halt the inspection and remove the sewage from the main using high velocity jetting machines, or other non-destructive methods acceptable to the Engineer. Once the main section under inspection is clear of sewage the inspection may resume. When obtaining video footage of the side sewer connections, the video shall provide sufficient detail to allow the Engineer to determine whether the connection is still active. If the incoming flows are sufficient to obstruct the ability of the Engineer to clearly view the entire surface of the sewer main/host pipe under inspection, the Contractor shall temporarily plug all incoming flows to the upstream manhole, and bypass pump around the plugged segment and the sewer main segment under inspection. Bypass pumping from the upstream manhole shall be utilized as needed. Flows introduced by laterals are unavoidable and expected, however, should these flows introduce sufficient fluids to obscure the visibility of the pipe, the Contractor shall halt the inspection until the sewage has been removed. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 53 The Contractor shall remove all rocks and sediments, grease, grout, concrete, protruding laterals, or other obstructions that would otherwise prevent the installation of a liner. This shall be done prior to completing the CCTV inspection. The Contractor shall maintain a clean and clear lens for the duration of the CCTV inspection. Should the lens become soiled, or fogged, or otherwise impaired to any degree that impedes the ability to clearly see the condition of the pipe, the Contractor shall halt the inspection and clean/clear the lens of any foreign matter impeding the visual inspection. No additional compensation will be made for re-inspections required by the Engineer due to soiled, fogged, or otherwise impaired camera lenses. The Contractor shall maintain sufficient light levels within the main to allow for visual inspection of the pipe walls for a minimum distance of three (3) feet in front of the camera lens for all 8" to 10” pipe, and four {4} feet for all pipe sizes 12" and up. Additionally, the Contractor shall make certain that the light levels are not so bright that visual inspection is impeded. Should the camera get stuck in the sewer, the Contractor shall be r esponsible for all costs in extracting it. Costs related to difficulties encountered during internal video inspection are incidental to the contract, and claims will not be considered. Information to be included for video and inspection reports The video files shall be recorded and submitted in MPEG-4 format and be PACP compliant databases. No other file format will be accepted unless approved by the Engineer. The CC video shall include the following information: Continuous display: - Date of inspection - Main segment street name - Upstream and downstream manhole numbers - Current distance along the mainline - Show a gauge (ie. ball of size) attached to the CCTV, Audio: - Date of inspection - Confirmation of upstream and downstream pipe manhole numbers - Description of pipe size and pipe material - Description of setup - Description and location of defects - Description and location of lateral connections. - Upstream and downstream manhole numbers - Current distance along the mainline - Segment street name DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 54 The inspection report shall include the following information: • Date of Inspection • Reference to name of video (MH to MH) • Corresponding plan sheet number f or segment • Upstream and Downstream Manhole Numbers • Street Location • Setup (Normal or Reverse Flow) • Pipe size and material • Status (Active or Inactive) of all side sewers • Location, length, and depth of water of sags • Location and description of def ects • Confirmation of ability or inabilit y to rehabilitate the subject sewer main segment using CIPP 7-20.3(6) Assessment of Sewer Lines 7-20.3(6)A General This work shall generally consist of assessing the existing condition and ability to line a sewer main segment. In addition to the videos, the Contractor shall prepare and submit a Pre-Lining Inspection Report which shall note the pipe condition, lateral footages and clock position, root protrusions, and any other information required to understand the pipe condition for lining. Based on a review of the video and report, the Engineer will make a determination of which laterals must be restored (active) and whether spot repairs of the pipe are required prior to the work. 7-20.3(6)8 Lining Feasibility Minimum Acceptable Conditions The Contractor is responsible for determining whether or not a sewer main segment is suitable for CIPP lining. The Contractor shall not install a CIPP liner in any sewer main segment with existing defects that interfere with or cause a reduction in hydraulic capacity, or which may interfere with future CCTV inspection operations, or which may hinder in any way the quality of installation of the CIPP liner system. If a sewer main segment is not suitable for lining it shall be noted in the Pre-Lining Inspection Report and presented to the Engineer. The following sewer main pipe defects and conditions shall be considered as guidelines when performing CCTV Inspection review and making lining feasibility assessments. Sags: Any section of a sewer main segment that has a sag which causes sewage levels to continuously reach half pipe or greater, and which is longer than ten (10) feet in length shall be noted on the Pre-lining inspection report and presented to the Engineer. The Engineer DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 55 shall make the final determination of whether the sag is acceptable or needs repair prior t o lining. Protruding Laterals: Any side sewer lateral that encroaches into the inside diameter of the sewer main host pipe shall be considered a protruding lateral. The Contractor shall take appropriate measures to internally remove that portion of the lateral that is protruding. The method used to remove the protrusion shall not be destructive to that portion of the side sewer lateral outside of the inside surface of the of the sewer main host pipe, and shall result in a smooth, non-jagged edge which will not hinder in any way the quality of the installation of the CIPP liner system. If the Contractor is unable to remove the protruding lateral it shall be noted in the Pre-Installation Inspection Report and presented to the Engineer. The Engineer shall make the final determination of whether the protruding lateral is acceptable or needs repair prior to lining. Internal removal of protruding laterals shall be included in the cost for “Pre-Installation Cleaning and Inspection”, per linear foot. Bends and Curves: If, in the opinion of the Contractor, there exists a section in the sewer main segment with bends or curves which may prevent lining operations, or future CCTV inspections after a liner has been installed, or which may hinder in any way the quality of installation of the CIPP liner system, it shall be noted in the Pre-Lining Inspection Report and presented to the Engineer. Offset Joints: Any joint that is offset by more than one half (1/2) of an inch in an 8-inch diameter pipe or one (1) inch in a 10-inch diameter pipe or larger shall be noted on the Pre-lining inspection report and presented to the Engineer. The Engineer shall review the defect and make a final determination of whether the offset is acceptable or needs to be repaired prior to lining. Roots: The contactor is required to remove a ll roots within the sewer main pipe as part of the cleaning operations. If there are any roots growing into the main from a side sewer lateral the Contractor shall take measures to cut them back to the point that they are no longer in the main. The Contractor shall note these occurrences in the Pre-Lining Inspection Report. Other Defects: Any other defects in a sewer main segment that, in the Contractor’s opinion, will impede the Contractor’s ability to clean and/or line to the level of quality required within these contract provisions shall be noted in the Pre-Lining Inspection Report and presented to the Engineer. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 56 7-20.4 Measurement Measurement for pre-installation, cleaning, and video inspection of sanitary sewers shall be per linear foot as shown on the plan sheets C1 to C7 along Pipe Length. The quantity has been determined by the Engineer and is based on actual field measurements; center of upstream manhole lid to the center of the downstream manhole lid minus the radii of the two manholes. This value is fixed and will only be revised in the event of a major discrepancy. If the Contractor believes that a major discrepancy exists, they shall bring it to the attention of the Engineer immediately and prior to lining. 7-20.5 Payment “Pre-Installation Cleaning and Video Inspection of Sewer Main”, per lineal foot. As described in thi s section and elsewhere in the contract documents , payment for cleaning, video inspection and evaluation of all sanitary sewer pipe on the project prior to CIPP lining shall be per linear foot. Temporary bypass pumping shall be considered incidental to the CIPP bid item. Traffic control is paid in a separate bid item. Where the Engineer directs spot repairs of the pipe, including excavation, exposing and repair/replacement of portions of the pipe, prior to the lining installation work, these shall be paid via force account in accordance with Section 1-09.6. 7-21 CURE-IN-PLACE PIPE (CIPP) REHABILITATION (New Section) (City of Bremerton GSP, New Section) 7-21.1 Description This work shall consist of rehabilitating sanitary sewer pipelines using CIPP lining within the existing, structurally deteriorated pipe. The rehabilitation of pipelines utilizing CIPP shall generally consist of the installation of a resin-impregnated flexible felt tube or composite felt and carbon or glass fiber tube which, when cured, shall extend the full length of the original pipe and provide a structurally sound, smooth, joint-less and watertight pipe. The Contractor is responsible for proper, accurate and defect free installation of the new pipe regardless of the methods described herein. Piping plan sheets with location, lengths and size are in Appendix C. 7-21.1(1) Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herein and shall be the latest editions thereof. Where differences exist between codes and standards, the one affording the greatest protection shall apply, as determined by the City. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 57 ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in -Place Thermosetting Resin Pipe (CIPP) ASTM F1216 Standard Practice for Rehabilitat ion of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube. ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pull in and inflate and Curing of a Resin-Impregnated Tube. ASTM 0543 Test Method for Resistance of Plastics to Chemical Reagents ASTM 0578 Standard Specification Glass Fiber Strands ASTM 0638 Standard Test Method for Tensile Properties of Plastics. ASTM 0790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. ASTM 02122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ASTM 03567 Standard Practice for Determining Dimensions of "Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings ASTM D5813 Standard Specification for Cured-in Place Thermosetting Resin Sewer Pipe NASTT Paper A-5-02 Styrene Free Resins for Cured-in-Place-Pipe (CIPP) Provide Comparable Mechanical Properties and Ease 7-21.1(2) Contractor Submittals Submittals shall be in accordance with Section 1-05.5 of these specifications. Submittals shall include, but not be limited to, the items identified in these specifications and in Section 1-05.5 of these specifications. A. Written guarantee indicating intent to comply with the manufacturer's standards for all materials and techniques being used in CIPP process. Any proposed modifications to the manufacturer's recommended standards shall be approved by the Engineer prior to installation of the product. Submit prior to purchase of any materials. B. Certified test results from the manufacturers which indicate that all materials conform to the applicable requirements. Submit prior to purchase of lining materials. C. Wall thickness calculations, stamped by a professional engineer, per 7-21.2(5). DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 58 D. Chemical Resistance Data – The Contractor shall submit CIPP test results that meet the chemical resistance requirements of ASTM F1216 and ASTM F1743. Section 5.2.6. CIPP samples tested shall be of fabric tube and the specific resin proposed for actual construction. It is required that CIPP samples without plastic coating meet these chemical testing requirements. Also reference Section 7-21.2(6). E. CIPP Field Samples – The Contractor shall submit test results from previous field installations of the same resin system and tube materials as proposed for the actual installation, Field sampling procedure shall be in accordance with ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813. F. MSDS Sheets – The Contractor shall submit Material Safety Data Sheets for all resins, and other additives such as accelerants, colorants, and lubricants utilized in the pipe liner/lining process. G. Informational Handout for Public – The Contractor shall submit an informational handout that describes the materials, processes, installation, pressures, temperature limitations, and odors associated with the lining process that shall be provided at the request of concerned residents. H. “Wet-out” sheets – Reference paragraph 7-21.3(1) I. Post-Installation Inspection Report. Reference paragraph 7-21.3(5). 7·21.2 Materials 7·21.2(1) General Neither the CIPP product, nor installation, shall cause adverse effects to any of the City processes or facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by-products at the wastewater treatment plant. The Contractor shall notify the City and identify any by-products produced as a result of the operations, test and monitor the levels, and comply with any and all local waste discharge requirements. 7.21.2{2) Product Storage and Handling All materials shall be accompanied by test reports certifying that the material conforms to the ASTM standards listed herein. Materials shall be shipped, stored, and handled in a manner consistent with written recommendations of the manufacturer. Storage locations shall be approved by the Engineer. All damaged materials and pipe rejected by the Engineer shall be promptly removed from the site at the Contractor's expense and disposed of in DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 59 accordance with current applicable r egulations. Damage Includes, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra-violet (UV) degradation. 7·21.2(3) Tube 1. The tube shall consist of one or more layers of flexible, needled felt or an equivalent non-woven or woven material, or a combination or non-woven and woven materials, capable of carrying resin, and withstanding installation pressures and curing temperatures, as required in ASTM F 1216, Section 5 or ASTM F 1743, Section 5; and ASTM D 5613, Sections 5, 6 and 8. The tube may also contain felt layers reinforced with glass or carbon fibers. 2. The tube shall be manufactured to a size that when installed will snugly fit the internal circumference and the length of the original pipe. The tube sha ll have sufficient strength to bridge missing pipe sections and be able to stretch to fit irregular pipe sections and negotiate bends. Allowance shall be made for circumferential and longitudinal stretching during installation. Diametric shrinking during the curing process shall meet the requirements of ASTM D 5813, Section 6.3.1 or better. 3. The outside layer of the tube shall be coated with an impermeable, flexible membrane that will contain the resin during and after impregnation and facilitate monitoring of the resin saturation during the resin Impregnation (wet-out) procedure. 4. The tube felt shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layer. No material shall be Included in the tube that may cause de-lamination in the cured CIPP. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. 5. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color so that a clear detailed examination with CCTV Inspection may be made. The hue of the color shall be dark enough to distinguish a contrast bet ween the fully resin saturated felt fabric and dry or resin lean areas. 6. Seams in the tube shall be equal to, or greater in strength than the non-seamed felt material. 7. The outside of the tube shall be marked with the name of the manufacturer. 8. The nominal tube wall thickness shall be constructed to the nearest 1.5 mm increment, rounded up from the design thickness for that section of installed CIPP. Wall thickness transitions, in 1.5 mm increments or greater as appropriate, may be fabricated into the fabric tube between installation entrance and exit acc ess points. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 60 9. The minimum length of the tube for any sewer main segment shall be that deemed necessary by the installer to effectively span the distance from the starting manhole to the terminating manhole or access point, plus that amount required to run-in and run-out for the installation process. 10. Normally a pre-liner will not be required. Where groundwater is observed entering the pipe in the pre-lining video inspection, the Contractor shall install a pre-liner in the pipe prior to the felt liner. The pre-liner tube shall be a reinforced plastic sheet formed to fit the host pipe being lined and shall be continuous from manhole to manhole. The cost for the pre-liner shall be considered incidental to the cost of CIPP lining. 7-21.2(4) Resin 1. The resin/liner system shall meet the 10,000 hour test in accordance with ASTM D2990 or equivalent testing. 2. The resin shall be a chemically resistant thixotropic vinyl ester resin that is compatible with the installation process. The resin shall be styrene-free. The resin should be able to cure both in the presence and without the presence of water and the init iation temperature for cure should be less than 180 degrees Fahrenheit. When properly cured the resin/liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and or ASTM F1743. The resin shall be Corezyn CORVE8295 or equal. 3. The activated resin shall contain a colorant compatible with the resin, organic peroxides and the installation and curing process, such as CreaNova® CHROMA CHEM 844-7260 Phthalo-Blue, or equivalent, at a level of 0.01-0.035 % by the weight of the resin. The colorant shall be added concurrently with the organic peroxide activator solution, or immediately after adding it to the resin, to serve as a multi-purpose visual quality assurance indicator. For systems using a photo-initiator catalyst no colorant in the activated resin is required. 7-21.2(5) CIPP Structural Requirements 1. Except where the liner thickness has already been provided by the City, the thickness of each liner installed shall be determined using calculation methods that are consistent with industry standards and the requirements of all applicable ASTMs. The Contractor's Design Engineer shall submit stamped and signed designs prior to the installation of any liner. The designs shall include a step by step calculation that shows all equations, defines all variables, lists all assumptions, and clearly indicates all values used for the design. 2. The minimum liner thickness to be used in all cases, regardless of the calculated thickness, shall never be less than 6 mm (0.24”). DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 61 3. For a particular bid item, the liner thickness shall be the same for all sections of pipe. For the design depth, use the ma ximum structure depth for each bid item. 4. The design engineer shall set the long term (50 year extrapolated) Creep Retention Factor at 50% of the initial design flexural modulus as determined by ASTM D790 test method. 5. The cured in place pipe material (CIPP) shall conform to the structural properties as listed below. Minimum Physical Properties Property Test Method Cured Composite Wall Thickness ASTM D2122 Per ASTM F1216 Flexural Modulus of Elasticity ASTM D-790 (short term) 300,000 psi Flexural Strength ASTM D-790 4,500 psi 6. The required structural CIPP wall thickness shall be based as a minimum on the physical properties indicated above, the Design Equations in the appendix of ASTM F1216, and the following design parameters: Design Safety Factor 2.0 Creep Retention Factor 50% Ovality 2% Modulus of passive soil reaction 1,000 psi Groundwater Depth Assume at surface Soil Depth See Plan Set Live Load H-20 (Highway Loading) Soil Load (assumed)* 134 lb./cu. Ft. Pipe Condition Fully Deteriorated Minimum service life 50 years *No soils investigation related to this project has be performed 7-21 .2(6) Chemical Resistance Chemical resistance tests should be completed in accordance with Test Method D543. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the CIPP test specimens should lose no more than 20 percent of their initial flexural strength DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 62 and flexural modulus when tested in accordance with ASTM F1216 and ASTM F1743, whichever is applicable, when subjected to the following: Chemical Solution Concentration, percent Tap Water (pH 6-9) 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 Gasoline 100 Vegetable Oil 100 Detergent 0.1 Soap 0.1 The Contractor shall be responsible for all costs associated with the chemical resistance tests. 7-21.3 Construction Requirements 7-21.3(1) Preparatory Work 1. Notification of property owners along project route. See Section 1-07.16(5) for notification requirements. 2. Cleaning and video inspection of pipes per Section 7-20 of these specifications. 3. The values for pipe diameter and length given in the contract documents are based on best available information. Do not order materials based on the information provided in the contract. The Contractor shall independently verify pipe inner diameter and length in the field prior to ordering and prior to impregnation of the tube with resin, to ensure that the tube will have sufficient length to extend the entire length of the run. 4. Active Side Sewers: Sewers 8” diameter and greater shall be controlled by a temporary bypass as needed or required by City staff. Coordinate all bypassing with City staff. Submit a bypass plan for controlling flow into the pipe for review as described in Section 7-08.3(5). 5. “Wet-Out” Process for Resin/Tube Composite a. The quantity of resin used for the tube impregnation shall be sufficient to fill the volume of all voids in the tube material with additional allowances for DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 63 polymerization shrinkage and the loss of resin through cracks and irregularities in the host pipe wall. b. A vacuum impregnation process shall be used. To ensure thorough resin saturation throughout the length of the tube, the level of the vacuum and the speed of the resin advance shall be coordinated so that white spots (dry areas) at the inside surface of the flexible membrane shall be small, shallow, less than 10% of the tub e wall thickness or 3-mm, whichever is less, and be less than 1% of the volume of the resin per unit length. c. A roller system shall be used to uniformly distribute the resin throughout the tube. The roller gap dimension shall be calculated by a method that determines the correct volume of resin/tube per foot contained within the confining perimeter of the flexible membrane. d. The “wet-out” tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall have a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. e. No dry or unsaturated layers shall be ac ceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. f. The person in charge of the "wet-out” process, as identified in the Statement of Qualifications for CIPP Rehabilitation, shall complete and sign a "wet-out" sheet for each liner to be delivered to the site. The certified “wet-out" sheet shall include, but is not limited to, "wet-out" date, resin identification, tube length, diameter, and thickness. The Contractor shall submit to the Engineer the signed "wet-out" sheet for each liner delivered to the site within 3 business days of wet out. Additionally, the Contractor shall submit a sample "wet-out" sheet from a previous job for the Engineer's review prior to the start of the “wet-out" process for the current project. g. The City reserves the right to inspect all phases of production and testing of materials, from manufacturing, shipping , “wet-out", installation, and cure, to finished product. 7·21.3(2) Pipe Liner Installation 7.21.3(2)A General The CIPP liner shall be installed and cured in the host pipe per the manufacturer's specifications as described and submitted in Section 1-05.5 of these Special Provisions. CIPP Installation shall be in accordance with applicable ASTM F1216, Section 7, or ASTM F1743, Section 6, with the following modification: DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 64 1. Final Cleaning and Inspection: The existing host pipe shall be given a final cleaning just prior to insertion of the liner to remove any loose material that may have entered the line after the pre-installation cleaning. No more than one hour may elapse between this final cleaning/flushing pass and the insertion of the liner. After the cle aning is complete, make a final camera pass to verify the cleanliness of the line. This final pass shall be completed in the presence of the Engineer and accepted as ‘clean’. 2. Bypass pumping from upstream manholes shall be utilized in accordance with Section 7-08 of these Special Provisions to exclude any sewage from entering the line during inspection and to maintain sewer service for adjacent piping. All standing sewage shall be removed from the main during final cleaning to provide the Contractor with a completely unobstructed view of the host pipe. 3. Prior to installation of the liner, the heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing heat supply. Additional monitors (typically thermocouple probes) are required and shall be installed between the impregnated tube and the pipe invert at the termination to allow for the monitoring and logging of temperatures during the cure cycle. The Contractor shall have back-up monitors available at all times. 4. Tube Insertion - The wet-out tube shall be positioned in the pipeline using either air or water inversion, or a pull-in method. The tube shall be pulled-in or inverted through an existing manhole or approved access point and fully extended to the next designated manhole or termination point. The pressure head shall remain constant to avoid wrinkles in the liner. The Contractor shall protect the manholes to withstand forces generated by equipment, water, or air pressures used while installing the tube. If a lubricant is used during the installation process the Contractor shall submit a material data to the Engineer prior to its use for approval. No petroleum based lubricants, such as mineral oil, shall be approved for use. The Contractor may be required to place an absorbent material in the area of installation (i.e. around truck area, gutter line, or where appropriate). If a pulling method is used, a cable shall be strung through the existing pipe to be rehabilitated and attached to the liner through an existing manhole or access point. The liner shall be pulled through the existing manhole and through the existing pipe by this cable. Care shall be taken not to damage the liner or host pipe during the installation. Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the inversion method. If, in the opinion of the Contractor, it is deemed suitable to utilize the pull-in method for any pipe with a vertical or horizontal curve, it shall be noted on the pre-installation pre-lining inspection report and presented to the Engineer for approval for this DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 65 method. If neither method is deemed suitable for liner installation the line segment will be removed from the contract. 7-21.3(2)B Curing and Cool Down for Heated Water or Steam 1. After liner placement is completed, a suitable heat source and distribution equipment shall be provided to distribute or re-circulate hot water or steam throughout the pipe. The equipment shall be capable of delivering hot water or steam throughout the section to uniformly raise the temperature above the temperature required to cure the resin. This temperature shall be determined by the manufacturer based upon the resin/catalyst system employed. The curing of the CIPP must take into account the existing pipe material, the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of the soil). 2. To ensure that each phase of the process is achieved at the approved manufacturer's recommended temperatures, suitable monitors to gauge and record temperatures of the incoming and outgoing heat source during the curing and cooling shall be placed between the tube and pipe invert at each end. A back-up monitor is required in the event of monitor failure. 3. The Contractor shall submit the cure and cool down periods as recommended by the resin manufacturer. If an accelerant is used the Contractor shall submit the adjusted cure and cool down periods based on the accelerant Manufacturer's recommendations. Recirculation of the hot water or steam shall be maintained continuously throughout this period. 4. During the cure and cool down process, the Contractor shall keep logs, charts and/or graphs of the liner temperatures at the specified locations to ensure that proper temperatures and cure times have been achieved. Certified cure logs and cool down schedules shall be submitted for each installed liner. 5. The contractor shall maintain the maximum and minimum pressure required to hold the tube tight against the host pipe during the curing process until finished curing, per manufacturer’s recommendation. 6. When cooling with water or air, the exterior “skin” (interface) temperature on both ends reaches 80 F or less, the processing shall be finished. The equipment may then be disconnected. 7. Care shall be taken in the release of the static head so that a vacuum will not develop that could damage the newly installed liner. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 66 7·21.3(2)D Finished Pipe Liner 1. The finished lining shall be continuous over the entire length of an installation run and be free of visual defects, including but not limited to, foreign inclusions, cracks, dry spots or unsaturated layers, pinholes, wrinkles, blisters, bulges, soft spots, and de-lamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside the lined pipe. If these conditions are present, the affected portions of CIPP will be removed and replaced with an equivalent repair equal to the product installed. 2. Any defect, which will or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners, shall be repaired at the Contractor’s expense, in a manner approved by the Engineer. 3. The beginning and end of the CIPP shall be cut flush at the inlet and outlet points in the manhole. The annular space at the ends shall be sealed with an epoxy or resin mixture compatible with the liner/resin system and shall provide a watertight seal at both ends of the pipe. Sealing material and installation method shall be submitted and approved by the Engineer prior to start of construction. Hydraulic cements and quick-set cement products are not acceptable. 7-21.3(3) Internal Reinstatement of Side Sewers After the CIPP lining has properly cured and cooled and within 8 hours of starting the lining operation, the Contractor shall cut a temporary opening to relieve sewage flow at each lateral. This opening is temporary and full-reinstatement will occur as further described. The temporary opening shall be minimum 4-inch diameter. Full side sewer (lateral) reinstatement shall be completed within 48 hours and shall be performed by a qualified individual with experience in successful internal lateral cuttings. The cutting device shall produce a neat, clean and smooth opening 95% minimum and 100% maximum of the same size and configuration of the existing side sewer lateral. Side sewer laterals shall not be overcut beyond the tolerances specified in these Special Provisions. In the event a side sewer lateral is overcut, the Contractor shall repair using a short liner and re-cut the side sewer lateral. The Contractor shall use extra care when reinstating connections that are PVC so as not to cut through the fitting. Cut PVC fittings will require repairs with a lateral sealing system. Overcut side sewer laterals or lateral sealing shall be repaired at the contractor’s expense. The Contractor shall independently verify the location and total number of all side sewer laterals. The Owner will review the videos and pre-lining Inspection report to determine which lines are active and require reinstatement. The Engineer will submit to the Contractor a list of all laterals that must be re-instated. For this reason, it is critical that the Contractor provide all DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 67 Pre-Lining Inspection Reports to the Engineer as soon as possible to allow the Engineer sufficient time to review them. The Contractor shall only reinstate laterals that the Owner identifies as being "active'. If the contractor reinstates a side sewer lateral that is inactive, the Contractor has effectively introduced a point for infiltration to enter the sewer main segment. In this circumstance, the Contractor shall perform, at their expense, an appropriate internal or external spot repair to remove this potential source of infiltration. Spot repair methods and materials shall be approved by the Engineer prior to implementation. No additional payment shall be paid for the spot repair of side sewer lateral reinstatements. If the Contractor fails to reconnect an active side sewer lateral the Contractor shall use whatever means necessary to reinstate the side sewer lateral at his/her own expense. The Contractor shall be held financ ially liable for all claims for damages resulting from the missed or untimely sewer reinstatements. Where two laterals come together at a common location at the pipe wall, this shall be considered a single reinstatement. Coupons from side sewer reinstatements shall be collected and disposed of off-site. 7·21.3(4) Post-Installation Video Inspection and Acceptance 1. The Contractor shall perform a CCTV inspection in accordance with section 8.6 of ASTM 1216 and ASTM F1743 after installation of the CIPP liner and reconnection of the active side sewer laterals. The quality of the Post-Installation CCTV inspection shall be held to the same standards as the Pre-Installation CCTV inspection. During the CCTV inspection the pipe invert shall be clear of any standing water and the pipe shall be continuously visible during the inspection. 2. The Contractor shall submit to the Engineer, for acceptance and approval, copies of unedited Post-Installation videos and associated Inspection Reports in a digital format on a USB thumb drive for each sewer main segment within 14 working days of the liner installation. The inspection report shall note the inspection date, video name (MH# to MH#), location of all reconnected side sewer laterals, debris, as well as any other defects in the liner, including, but not limited to, gouges, cracks, bumps, or bulges. The Post-Installation videos and Inspection Report submittals shall be reviewed by the Engineer within 10 working days of receipt. Payment for CIPP bid items will not occur until Post-Installation videos and Inspection Reports have been submitted, reviewed, and approved by the Engineer. 3. Immediately prior to conducting the post-installation CCTV inspection, the Contractor shall clean and flush the newly installed liner. Acceptance of the line as 'clean', (as DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 68 previously defined in this Specification), shall be determined by the Engin eer based upon the subsequent CCTV inspection of the line. 4. If the CCTV Inspection reveals any deficiencies in the clearing, such as remaining coupons of reinstated laterals, the contractor shall immediately correct these deficiencies at their own expense. 7-21.3(5) Clean-Up After the liner installation has been completed and inspected, the Contractor shall clean up the entire project area. All excess material and debris shall be disposed of by the Contractor in accordance with State and Federal laws and regulations. 7-21.3(6) Sampling and Laboratory Testing The physical properties of the installed CIPP liner shall meet the minimum physical properties per Section 7-21.2(5) verified through field sampling and certified third-party laboratory testing. Per Section 8 of ASTM F1216 and ASTM F1743, the Contractor shall obtain samples from all actual installed CIPP liners. All samples shall be labeled with the following: • Date of installation • Main segment number • Upstream and downstream MH ID# All material testing shall be performed at the Contractor’s expense. Final payment for the project shall be withheld pending receipt and approval of the test results. If properties tested do not meet minimum requirements, the CIPP liner is subject to rejection, replacement or a reduction in payment. The Contractor shall supply samples to an agreed upon certified third-party testing laboratory. The laboratory name and accreditation information must be submitted to the City prior to any lining work. Payment for laboratory testing will be incidental to the CIPP lining process. 7-21.4 Measurement Restoration of side sewer (lateral) reinstatements will be measured per each side sewer that is restored. Measurement for rehabilitation of sanitary sewers usi ng cure-in-place-pipe method shall be the linear foot along the pipe length. The quantity has been determined by the Engineer and is based on actual field measurements; center of upstream manhole lid to the center of the downstream manhole lid minus the radii of the two manholes. This value is fixed and will only be revised in the event of a major discrepancy. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of Bremerton May 2020 2020 Sewer Rehabilitation SP - 69 7-21.5 Payment “Side Sewer Reinstatement”, per each. Payment for side sewer reinstatement per each, shall be considered full compensation for all labor, equipment, and materials necessary to perform side sewer reinstatement as described in Section 7-21.3(3). Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of final quantity. These bid items shall not be subject to the provisions of 1-04.6 of the Standard Specifications. “CIPP for ___________”, per lineal foot. Payment for rehabilitation of sanitary sewers using cure-in-place-pipe method shall be per lineal feet and shall include all costs for flow diversion, installing, testing, curing, final video inspection of the installed liner and all other work described in this Section to provide a complete and rehabilitated sewer main. END OF DIVISION 7 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 APPENDIX A KITSAP COUNTY PREVAILING WAGE RATES DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 1 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits ac tually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at doub le the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 2 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Mo nday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 3 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fif th day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work perf ormed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked tha t shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has work ed eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours sh all be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 4 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be pa id at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked o ver twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 5 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one -half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8 ) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight (8) hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 6 Overtime Codes Continued 4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at d ouble the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one -half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one -half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two (2) hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 7 Overtime Codes Continued 4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make -up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make -up day at the straight time rate. However, Saturday shall not be utilized as a make -up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. X. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296 -127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours si nce their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 8 Overtime Codes Continued 4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or mo re. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Da y, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 9 Holiday Codes Continued 5. R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shal l be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 10 Holiday Codes Continued 7. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christ mas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday whic h falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day A nd Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Da y, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which fa lls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Da y after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holida y which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a h oliday on the following Monday. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 11 Holiday Codes Continued 7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Fri day after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 12 Holiday Codes Continued 15. D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day. (12) Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 13 Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 15 1' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shi ft Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outs ide the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double -time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one -half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a g overnment agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double - time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Benefit Code Key – Effective 8/31/2019 thru 3/3/2020 14 Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double - time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction si gns necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall posse ss a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 APPENDIX B CONSTRUCTION FORMS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 CITY OF BREMERTON SHOP DRAWING SUBMITTALSubmittal No.:Date:Project:Resubmittal (Y/N):Contractor:Project No.Previous Submittal No.--To Be Completed by the Contractor To Be Completed by the CitySpecificationNo Make AmendItem P/C Para / DwgCopies Exceptions Corrections and RejectedNo. (*) Reference Description of Item Sub'm Taken Noted Resubmit Resubmit(*) P - Partial Submittal, C - Complete SubmittalContractor, initial by either (a) or (b), to certify the following:(a) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown (no exceptions)(b) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown, except for the following deviations (list deviations):Contractors Authorized RepresentativeReview Remarks:Corrections or comments made relative to submittals during this review do not relieve the contractor from Very truly yours,compliance with the requirements of the drawings and specifications. This check is only for review of City of Bremertongeneral conformance with the design concept of the project and general compliance with the information Dept. of Public Works and Utilitiesgiven in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner.Project EngineerDocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 CITY OF BREMERTON REQUEST FOR INFORMATION Log No. ____________________(Unique, Chronological) Project Title: Project No.: Contractor: Contract Date: (For Contractor’s Use) Date: Subject: Information Description: Contractor’s Authorized Signature: (For Owner’s Use) Date: Subject: Information Description: Owner’s Authorized Signature: DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 PAGE 1 OF 1 CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) WCD #: _______ Date: _________ YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: Unit Price Contractor’s Records Lump Sum Engineer’s Records Time & Materials Other: Other: Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ . Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization. are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON By: ____________________________________________ By: _________________________________________ Project Name Project #: ____________________ Contractor: ______________________ Notice to Proceed Date:_____________ DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Date: Page: Sun Mon Tues Wed Thur Fri Sat Temp Wind Rain Snow Temp Wind Rain Snow ID On-site AM PM Hrs onsite (Total) On-site AM PM Hrs onsite ID Opr Stdby Down Idle SHT Sta. Start Sta. End Hours Yes No Was force account work observed? If yes,see Daily Force Account Report. Tested by: Work Schedule Inspector X: Were delays or difficulties encountered with the work? If yes, see page 2. Was quality control testing performed? If yes, indicate type & results (if any) on page 2. Were deficiencies with the work observed? If yes,see page 2. Was Traffic Control Required Today? Sky Representative Project Number CITY OF BREMERTON INSPECTORS DAILY FIELD REPORT EngineerProject Name 1 of 2 Inspector Operator Equipment Description Sky Subcontractor or Other Title Contract Item Description Location of Work Delays, Deficiencies, Testing, Photos Prime Contractor P.M. Weather ConditionsA.M. Weather Conditions HoursContractor's Equipment Representative Title Bid Item No.Contractor T:\PROJECT FILES\5822 CIPP Sewer Rehab 2018\500 DESIGN PHASE\5 PLANS AND SPECS\Inspector's Daily Field Report.xls DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 Date: Page: Engineer X: INSPECTORS DAILY FIELD REPORT Inspector X: Project Number Inspector Engineer 2 of 2 CITY OF BREMERTON Daily Report T:\PROJECT FILES\5822 CIPP Sewer Rehab 2018\500 DESIGN PHASE\5 PLANS AND SPECS\Inspector's Daily Field Report.xls DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 City of BremertonEngineering DivisionDaily Force Account Report Contractor:Project:Description of Work:Page ofProject No.:Date:LaborMaterialsS.T. O.T.Class. Hours HoursUnit QuantitySubcontractsUnit QuantityEquipmentWorking Standby TotalHours Hours HoursNotes:Inspector's and Contractor's signatures are required.Refer to Section 1-09.6(1) for reporting requirements.Quantities Reported by:________________________________________ City of BremertonReviewed & Acknowledged:_____________________________________ ContractorEmployeeNameDescription & ID No.EquipmentSubcontractor's Name &Desctription of Subcontracted WorkMaterialDescriptionRevision 1 - 4/5/01 DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS <Project Title> <City Project Number>- <City Construction Contract Number> <CONTRACTOR>, hereby indicates agreement with, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Price of <$000,000,000>, including Washington State sales and/or use taxes, and the final Contract Time of <NNN Days>, as full and final compensation for all Work performed in connection with Contract Number <City Construction Contract Number>, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, arising from performance of that Contract. <CONTRACTOR> By: Date: Title: Certificate of Notary Subscribed and sworn to before me this day of _ DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 APPENDIX C CONSTRUCTION DRAWINGS DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: A0D9B7EE-BD63-4A5D-951F-6EEB026C5C06