C I T Y O F E U G E N E

WASTEWATER

REHABILITATION

HARLOW LATERALS

BID NUMBER 3, JOB #900272

BID CLOSING: MARCH 28, 2024

2:30 P.M.

CONTRACT DOCUMENTS

AND

SPECIFICATIONS

CITY OF EUGENE

ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

180 W 8TH AVENUE, SUITE 200

EUGENE, OREGON 97401

(541) 682-5291

Standard Specifications – Updated 12/2023 Page 1

STANDARD SPECIFICATIONS AND STANDARD DRAWINGS

As of April 22, 2022 the 2021 Oregon Standard Specifications for Construction (Oregon Specifications) and the City of Eugene Standard Drawings, both as revised by Amendments #1 and #2, have been adopted as the Standard Specifications and Standard Drawings for the City of Eugene in accordance with City Code section 7.085. Amendments #1 and #2 are hereby made a part of the Standard Specifications and Standard Drawings of the City of Eugene as fully and completely as if it were set forth therein. The Standard Specifications, Standard Drawings and all Amendments may be examined on-line at https://www.eugene-or.gov/444.

SUPPLEMENTAL SPECIFICATIONS

The section, subsection and drawing numbers of the Supplemental Specifications correlate to the section and subsection numbers of the adopted Standard Specifications, which consist of the 2021 Oregon Standard Specifications and the General Conditions for Construction for the City of Eugene, and Standard Drawings.

00110.05(e) Reference to Websites

(ADD)

• American Traffic Safety Services Association (ATSSA) www.atssa.com

• City of Eugene Quality Assurance Program https://www.eugene-or.gov/444/Standard-Specifications-for-Construction

• City of Eugene Field Tested Materials Assurance Guide (FTMAG)

• City of Eugene Purchasing and City of Eugene Public Contracting Rules https://www.eugene-or.gov/108/Purchasing

• City of Eugene Standard Specifications for Construction

• City of Eugene Traffic Sign Manual https://www.eugene-or.gov/183/Traffic-Sign-Manual

• Equipment Watch https://equipmentwatch.com/

• ODOT Construction Section www.oregon.gov/odot/construction/pages/index.aspx

• ODOT Construction Section - Qualified Products List (QPL) www.oregon.gov/ODOT/Construction/Pages/Qualified-Products.aspx

• ODOT Estimating www.oregon.gov/ODOT/Business/Pages/Steel.aspx

• ODOT Traffic Control Plans Unit www.oregon.gov/ODOT/Engineering/Pages/Work-Zone.aspx

Standard Specifications – Updated 12/2023 Page 2

• ODOT Traffic Standards www.oregon.gov/ODOT/Engineering/Pages/Signals.aspx

• OregonBuys https://oregonbuys.gov/bso

• Oregon Legislative Counsel www.oregonlegislature.gov/lc

• Oregon Secretary of State: State Archives sos.oregon.gov/archives/Pages/default.aspx

00110.20 Definitions

(REPLACE) The second sentence that begins, "Other definitions may be in..." as follows:

Other definitions may be in the individual Sections of the Standard Specifications to which they apply, the Supplemental Specifications, the Special Provisions, and Eugene Public Contracting Rules adopted by Administrative Order 44-23-01-F (see 00110.05).

(REVISE) Notice to Contractors - The public announcement, or "Invitation to Bid", inviting Bids for

Work to be performed or Materials to be provided.

00120.01 General Bidding Requirements

(REPLACE) Existing sub-section with the following:

General bidding requirements are contained in the City of Eugene “Invitation to Bid” for each project.

As and when applicable, the Contractor shall maintain the certifications required by ORS 279A.107.

00120.05 Request for Plans, Special Provisions, and Bid Booklets

(a) Informational Plans and Special Provisions – Project Plans and Special Provisions are available, free of charge, on OregonBuys website (see 00110.05(e)). Informational Plans and Special Provisions may be available at select plan centers. Note that Informational Plans and Special Provisions may not contain all required forms and certifications required to submit a complete bid.

(b) Bidding Plans, Special Provisions, and Bid Booklets – Project Plans and Special Provisions are available on OregonBuys website (see 00110.05(e)). Only electronic bids will be accepted by the Agency and shall be submitted through the OregonBuys website (see 00110.05(e)).

Standard Specifications – Updated 12/2023 Page 3

00120.10 Bid Booklet

00120.10 Bid Booklet - The Bid Booklet may include, but is not limited to:

• Invitation to Bid

• Instructions to Bidders

• Sample Contract and Bond forms

• Bid Section

• Appendix, which includes required time-sensitive forms, DBE information, sample forms, and other informational pages

The Bid Section includes all pages after the Instructions to Bidders and before the appendix.

The Bid Section may include, but is not limited to:

• Bid form

• Bid Bond form

• Bid Schedule

• Affidavit of Non-collusion

• Certificate of Bidder/Contractor Employee Drug Testing Program

• Certification of Non-Discrimination in Subcontracting

• Certificate of Compliance with Oregon Tax Laws

• Certification of Workers’ Compensation Coverage

• Certification of Lobbying Activities (for Federal-Aid Projects)

• Conflict of Interest Disclosure Form

• First Tier Subcontractor Disclosure Statement

Depending on the Project, other certificates or statements may be included within the Bid Section. Plans, Specifications, and other documents referred to in the Bid Section will be considered part of the Bid.

If applicable, (bidders with a contract valued at $500,000 or more and that have 50 or more employees) bidder possesses a certificate that the Oregon Department of Administrative Services issued under Section 2 of the 2015 Act. (Wage Law Certificate)

00120.30 Changes to Plans, Specifications, or Quantities before Opening of Bids

(REPLACE) The second sentence that begins, “The Agency will provide Addenda…” with the following:

The Agency will provide Addenda by publishing them on the OregonBuys website. (See 00110.05(e)).

00120.40(a) General:

(REPLACE) (1) Paper Bids with the following:

(1) Paper Bids – Paper Bids will not be accepted.

(REPLACE) (2) Electronic Bids with the following:

(2) Electronic Bids – Bidders shall prepare and submit Bids using the project bid documents on the OregonBuys website (see 00110.05(e)). Bidders shall complete the certifications and statements included in the Bid Section of the Bid Booklet according to the instructions. The

Standard Specifications – Updated 12/2023 Page 4 authorized digital signature of the Bidder constitutes the Bidder's confirmation of an agreement to all certifications and statements contained in the Bid Booklet.

00120.40(c) Bid Schedule Entries

(REPLACE) This sub-section with the following:

(1) Paper Bid Schedule Entries – Paper bidding is not available for this Project.

(2) Electronic Bid Schedule Entries - Using figures, Bidders shall fill in all blank spaces in the Bid Schedule. For each item in the Bid Schedule, Bidders shall enter the unit price and the product of the unit price multiplied by the quantity given. The unit price shall be greater than zero, shall contain no more than two decimal places to the right of the decimal point, and shall be expressed in U.S. dollars and cents (for example, $150.25 or $0.37). Bidders shall also enter the total amount of the Bid obtained by adding amounts for all items in the paper Bid Schedule.

00120.40(e)(1) Bid Guaranty with Paper Bids

(1) Bid Guaranty with Paper Bids – Paper bidding is not available for this Project.

00120.40(e)(2) Bid Guaranty with Electronic Bids

(2) Bid Guaranty with Electronic Bids – A Bid Bond form which is part of the Bid Booklet may be printed and filled out. Bidder shall provide a scanned copy of the completed bid guaranty in the bid submittal. Alternately, if the Bidder chooses to submit a Bid guaranty in the form of an irrevocable letter of credit issued by an insured institution as defined in ORS 706.008, or a cashier's check or certified check made payable to the Agency (see ORS 279C.365(4)), it shall be submitted by mail, delivery service, or hand delivered to the offices and addresses, prior to Bid Opening.

00120.40(f)(1) Disclosure with Paper Bids

(1) Disclosure with Paper Bids – Paper bidding is not available for this Project.

00120.40(f)(2) Disclosure with Electronic Bids

(2) Disclosure with Electronic Bids – The Subcontractor Disclosure Form may be submitted by:

• Filling out the Subcontractor Disclosure Form included in the Bid Booklet and submitting it together with the Bid using the OregonBuys website (see 00110.05(e)), at the time designated for receipt of Bids;

• Printing it from the Bid Booklet, filling it out and submitting it separately to the Agency by email transmission to the email address given in the Instructions to Bidders in the Bid Booklet; or

Standard Specifications – Updated 12/2023 Page 5

• Printing it from the Bid Booklet, filling it out and submitting it separately to the Agency by fax transmission to 541-682-8410.

00120.45(a) Paper Bids

(a) Paper Bids – Paper bidding is not available for this project.

00120.45(b) Electronic Bids

(b) Electronic Bids – Bids shall be submitted using the OregonBuys website (see 00110.05(e)) at the Bid Opening time given in the Bid Booklet. The Agency and OregonBuys will not accept any Bids after the Bid Opening time.

00120.60(a) Paper Bids

(a) Paper Bids – Paper bidding is not available for this project.

00120.60(b) Electronic Bids

(b) Electronic Bids – Fax and email submittals to revise or withdraw Bid submittals will not be accepted. The Bidder may revise or withdraw electronic Bid in OregonBuys until the Bid Opening time given in the Bid Booklet.

00120.70 Rejection of Non-Responsive Bids

(DELETE) The 7th bullet that begins, “The Bid has entries not typed or in ink…”.

(DELETE) The 9th bullet that begins, “White-out tape or…”.

00150.50(c) Contractor’s Responsibilities

(REPLACE) In the 5th bullet that begins, “Protect from damage or disturbance…” the OAR reference with

OAR952-001-0090(3)(a).

(REPLACE) The 7th bullet that begins, “Determine the exact location…” with:

• Determine the exact location before excavating within the tolerance zone according to

OAR 952-001-0090(3)(c);

(REPLACE) In the 10th bullet that begins, “In addition to the notification required…” the OAR reference with OAR 952-001-0090(6).

Section 0165 Quality of Materials

(ADD) For purposes of this Section, “Local Public Agency Quality Assurance Program” may be shortened to “LPA modified MFTP”.

Standard Specifications – Updated 12/2023 Page 6

00165.30(a) Contractor’s Duties

(REPLACE) In the second bullet, “LPA Quality Assurance Program portion of the MFTP” with “LPA modified MFTP”.

00165.30(c) Acceptance of Field-Tested Materials

(REPLACE) Entire sub-section with the following:

(c) Acceptance of Field-Tested Materials - Acceptance of field-tested Materials will be based on Agency verification testing according to the LPA modified MFTP. The Materials will be analyzed for acceptance by the Engineer before the Engineer will accept them for incorporation into the Work.

If the Independent Assurance test results do not verify the Agency’s verification test results, the Agency may require additional testing to determine whether the Materials meet Specifications. The Contractor shall provide samples to the Agency for testing as directed at no additional cost to the Agency.

All Independent Assurance and Third Party Resolution Testing will be paid for by the Agency. In the event that Third Party Resolution is requested by the Contractor and the Materials do not meet Specifications, the Contractor shall reimburse the Agency for all the testing fees and associated costs, which may be deducted from monies due or to become due the Contractor under the Contract. Incorporated Materials that do not meet Specifications will be evaluated according to 00165.01 and 00150.25.

00165.50(c) Non-Specification Materials

(REVISE) (1) Isolation of a Partial Sublot, first sentence to read: “The Engineer may isolate from a sublot or adjoining sublots any Material that the Agency’s test results show to be non-specification.”

(REVISE) (2) Isolation of an Entire Sublot, first sentence to read: “The Engineer may isolate a sublot or a series of sublots in which the Agency’s test results show the Material to be non-specification.

00170.08 Electronic Document Management

(ADD) After the third paragraph that begins, “Following Notice to Proceed, the Contractor shall use email to submit documents…”:

Documents submitted by email will be considered as having been received by the addressee at the time which the email transmittal is electronically received by the addressee’s email inbox.

(REVISE) By submitting documents that originate from the Contractor to the Agency using email, the Contractor is certifying that the documents are true and accurate. If the document was required to be signed, it has been signed by a person with appropriate authority using software that produces a third-party verifiable signature record of the electronic signatures on the document. By submitting documents to the Agency using email that originate from a Subcontractor, Supplier, vendor, manufacturer or other third party, the Contractor is certifying that the documents are a true and complete copy of the documents the Contractor received, that if the document was required to be signed, it has been signed, and that the Contractor does not know, nor does it have reason to

Standard Specifications – Updated 12/2023 Page 7 believe, that the documents are not true and accurate or signed by a person without appropriate authority.

(REVISE) The requirements of this Subsection 00170.08 and Subsection

00150.30 shall be included in all contracts with all Subcontractors, Suppliers, vendors and other third parties at all levels for which submittals via email will or may be required.

00170.70(d) Additional Insured

(ADD) To the beginning of the first paragraph, “The liability insurance coverages of 00170.70(a) shall include the Agency, the Agency’s governing body, or Commission and it’s members, and their respective officers, Agents and employees as additional insureds, but only with respect to the Contractor's activities to be performed under the Contract.”

00170.70(g) Certificates of Insurance

(REVISE) The first bullet, “List the City of Eugene and when federal transportation funding is involved, shall also include “State of Oregon, the Oregon Transportation Commission and the Department of Transportation, and their respective officers, members, agents and employees” as a Certificate holder and endorse as an Additional Insured;”

00170.70(h) Agency Acceptance

(REPLACE) This clause with:

All insurance and insurance providers are subject to Agency acceptance. In addition, all of the following are subject to Agency acceptance and, if requested by Agency, the Contractor shall provide complete copies of the following to Agency’s representatives responsible for verification of the insurance coverages required by the Contract:

insurance policies, endorsements, self-insurance documents and related insurance documents.

00170.70(j) Builder’s Risk

(REVISE) The last sentence to read, “The policy shall include the Agency as loss payee.”

00170.70(k) Builder’s Risk Installation Floater

(REVISE) The beginning of the first sentence to read, “If specified by Special Provision, the

Contractor shall obtain, at its expense,…”

00180.50(d) Recording Contract Time

(REPLACE) This clause with the following:

All Contract Time will be recorded and charged to the nearest one-half Day. Once Contract Time has commenced, the assessment of Contract Time will continue uninterrupted until the Work is complete according to 00180.50(g).

For days in Calendar Day contracts or Work Day contracts when, in the judgment of the Engineer, weather conditions preclude work, the Contractor shall not work, and Contract Time will not be assessed. A full Contract Day will be assessed for days when, in the judgment of the Engineer, the Contractor is able to work at least at a 60% efficiency rate, or for 60% of the day. Partial Contract Days will be charged as determined by the

Standard Specifications – Updated 12/2023 Page 8

Engineer.

On Contracts with Calendar Day counts, the Engineer will furnish the Contractor a weekly statement of Contract Time charges. The statement will show the number of Calendar Days counted for the preceding week and the number of Calendar Days remaining prior to the established completion date for the specified Work in 00180.50(h).

For Contracts with fixed completion dates for Pay Items, the Engineer will furnish the Contractor a weekly statement of Contract Time charges only after expiration of the Contract Time. The statement will show the number of Calendar Days of liquidated damages that have been assessed, if any.

These statements will include any exclusions from, or adjustments to, Contract Time.

00195.70(a) Termination for Default

(REVISE) The 4th paragraph as follows: If the expense incurred by the Agency in completing the Work including without limitation, expense for additional managerial and administrative services, exceeds the cost of the completed Work less the sum of all amounts previously paid to the Contractor, the Contractor or the Contractor's Surety shall pay to the Agency the amount of the excess expense.

00195.80(b) Purchase Formula and Conditions:

(REVISE) In Item (2), revise the bulleted list as follows:

• Requests the Agency's purchase of unused Materials;

• Shows acquisition of the Materials according to 00160.10;

• Shows that the Materials were acquired prior to the Agency change or termination;

• Shows that the Materials meet Specifications;

• Provides receipts, bills and other records of actual cost of Materials delivered to the designated delivery points; and

• Demonstrates to the satisfaction of the Engineer that the Materials cannot be returned for credit or otherwise disposed of on the open market.

00199.40 Claim Decisions; Review; Exhaustion of Administrative Remedies

(REVISE) Re-alphabetize the sub-section after (e) regarding Payment of Costs, Expenses and Attorney’s Fees to (f).

2/14/2019

Supplemental MWBE, ESB, DBE Contract Provisions

1.0 Definitions

Directory of Certified Firms – A directory of firms certified as Minority/Women Business Enterprise (MWBE), Emerging Small Business (ESB), and Disadvantages Business Enterprise (DBE) is available electronically on the Office for Business Inclusions and Diversity (COBID) website http://www.oregon4biz.com/How-We-Can- Help/COBID/ (specific url is subject to change). The Directory is provided to the Contractor for use in identifying MWBE/ESB/DBE firms.

2.00 Contractor Payments to Subcontractors and Suppliers:

(a) Subcontractor-Related Records - The Contractor shall maintain records of all subcontracts or other agreements. Such records shall show the name and business address of each MWBE/ESB/DBE subcontractor or vendor and the total dollar amount actually paid to each MWBE/ESB/DBE subcontractor or vendor. Identify the COBID Certification status for each Subcontractor as shown in the Directory of Certified Firms.

(b) Paid Summary Reports - The Contractor shall submit the Subcontractor Utilization Monthly Report to the Agency certifying payments made to all of the following:

• All subcontractors

• DBE suppliers and service providers.

A copy of the Subcontractor Utilization Monthly Report is included in the Contract and a fillable PDF form is available on the Eugene Standard Specifications website (See 0110.05(e)). The Contractor shall submit the completed Subcontractor Utilization Monthly Report to the Agency via email to EIC@ci.eugene.or.us within 20 days of receipt of payment from the Agency for each month in which payments were made to each subcontractor, supplier or service provider. At the completion of the project, submit the form recapping the total amounts paid to each subcontractor, supplier, and service provider.

The Contractor shall require each subcontractor at every tier to comply with the requirement to submit the Subcontractor Utilization Monthly Report within 20 days of receipt of payment from its controlling contractor and provide a recap of the total amounts paid at the completion of the project or completion of their Work.

Forms shall be submitted to an email address provided to the Contractor at the Preconstruction Conference.

3.00 Remedies - Failure of any Contractor to meet the requirements cited in Section 2.00 constitutes a breach of contract for which the imposition of the following sanctions could occur:

• Temporarily withholding progress payments until the Contractor complies with these provisions through future performance.

• Permanently withholding payment for work already performed in a manner that constitutes a breach of contract.

• Suspension of work according to the Oregon Standard Specifications for Construction, subsections

00150.00 and 00180.70.

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Special Provisions – Job #900272 Page 1

SPECIAL PROVISIONS FOR

WASTEWATER REHABILITATION, HARLOW LATERALS

JOB #900272

00120.15 Examination of Work Site and Solicitation Documents; Consideration of Conditions to be Encountered

(ADD) Inquiries regarding the plans, specifications, and contract documents shall be made to Eric Dearden at (541) 505-4703 or by email at Edearden@eugene-or.gov.

00120.25 Subsurface Investigations

(ADD) Television inspection reports are available upon request to provide information on the host pipe condition and approximate location of the various defects.

Inspection videos of the existing lateral pipe scheduled for rehabilitation are on file in the Agency’s office. For access to these videos, contact the Project Manager, Eric Dearden by phone: (541) 505-4703, or by email:

Edearden@eugene-or.gov.

Bidders are encouraged to review the location of the wastewater mains, laterals, and manholes and to view the Agency’s TV inspection videos prior to bidding.

00120.70 Rejection of Nonresponsive Bids

(ADD) To the bulleted list:

Failure to provide Pre-Bid Submittals described in 00410.03(a).

00140.00 Purpose of Contract

(ADD) Before the bulleted list: “This project is for the elimination of groundwater infiltration and inflow into the public collection system by installing liners into wastewater service laterals and their connections within the public Right-of-Way.”

00150.50 Cooperation with Utilities

(ADD) (f) Utility Information:

This Project is located within the Oregon Utility Notification Center area which is a Utilities notification system for notifying owners of Utilities about Work being performed in the vicinity of their facilities. The Utilities notification system telephone number is 811 or 1-800-332-2344.

Utility Contact Person's Name and Phone Number(s)

1. EWEB Water & Steam Ryan Nossaman 541-685-7685

2. EWEB Electrical Amy Abramson 541-685-7625

3. Comcast Brian Klopp 541-228-1829 Gabe Norbury 541-731-1498

Special Provisions – Job #900272 Page 2

4. CenturyLink/ Lumen/ Weekdays 8AM to 5PM 541-315-8940 Quantum Afterhours 541-337-0532

5. Northwest Natural Gas Monte Brown 541-954-1255

6. AT&T Local Facilities Dayla Kerwin 213-688-4219

7. AT&T Long Distance Fiber Dan McGeogh 425-896-9830

8. Hunter Communications Jason Robinson 541-799-1132

00150.55 Cooperation with Other Contractors

(ADD) Another Contractor will be constructing new cleanouts, under a separate contract, in the same locations as indicated on the plans. The cleanout installation contract’s construction schedule will begin first but will overlap with the schedule for this contract. It is the responsibility of the Contractor to coordinate lateral rehabilitation work with other Contractors to prevent conflicts.

The Contractor may be required to attend a coordination meeting with both Contractors.

00150.60 Construction Equipment Restrictions

(ADD) (d) Staging and Storing of Equipment and Materials

Obtain written permission from the City prior to storage of construction equipment, materials, supplies, temporary office or sanitary facilities outside of the construction zone but within City rights-of-way. Obtain written permission from affected private property owners prior to storage of construction equipment, materials, supplies, temporary office or sanitary facilities on private property.

Provide copies of written permission to the Engineer prior to using the Right-of- Way or accessing private property.

Erosion and pollution control measures, in addition to those shown on the plans, may be required in and around storage areas of materials and equipment in the right of way. Per City Code, erosion and pollution control measures are also required, as needed, in and around such storage areas on private property.

Parking regulations outside of the immediate construction zone will remain in effect for the project. Space Rental Permits may be purchased through City of Eugene Parking Services.

00180.41 Project Work Schedule

(ADD) To the bulleted list after the sentence “The supplemental ‘look ahead’ Project

Work schedule shall:”

Include video inspection and cleaning, liner installation and site restoration work as required.

(ADD) After the paragraph that begins "One of the following Type…" add the following:

In addition to the "look ahead" Project Work schedule, a Type A schedule as

Special Provisions – Job #900272 Page 3 detailed in the Standard Specifications is required on this Contract.”

Attend weekly construction meetings throughout the duration of the Project. A time and place (on the job site) will be arranged during the preconstruction conference.

00180.50 Contract Time to Complete Work

(h) Contract Time

(ADD) Complete all Work to be done under the Contract before October 30, 2024.

00180.85 Failure to Complete on Time; Liquidated Damages

(b) Liquidated Damages

(ADD) The liquidated damages for failure to complete the Work on time required by

00180.50(h) will be $1900 per Calendar Day*.

* Calendar Day amounts are applicable when the Contract time is expressed on the Calendar Day, Work Day or fixed date basis.

00220.02 Public Safety and Mobility

(a) General Requirements

(ADD) The following bulleted item(s) to the end of this subsection:

Maintain local traffic access all times.

Limit work adjacent to Holt Elementary School (sheets C-21 and C-24) to the hours of 9am to 2pm.

00220.03 Work Zone Notifications

(c) Public Notice

(DELETE) The entire subsection.

(ADD) The Agency has mailed a project information notice to all residents and property owners within and adjacent to the Project. The Contractor is responsible for coordinating and scheduling work with residents and property owners.

Provide advance written notice to residents according to the following:

Work adjacent to single family residence: 3 days Work adjacent to multi-family residence: 5 days Work adjacent to business: 7 days Dye testing: 24 hours

Advance written notice to the residents and business owners shall be on a form pre-approved by the Engineer. The notice shall include the project name and number, the Contractor’s and Subcontractor’s names, daytime and after-hours emergency contact person and phone numbers, along with the Agency’s project representatives and a description of the proposed work, anticipated impacts and duration

For multi-family and apartment units, contact the site manager and coordinate

Special Provisions – Job #900272 Page 4 the construction activities and minimize impacts.

After the liner is installed and wastewater service is fully restored to affected properties, immediately notify all users they may resume normal usage. This notice may be verbal if the occupant is available; otherwise a written notice is required.

(ADD)

Provide 5 business days prior notification to Lane Transit District (LTD) Operations office, 541-682-6199 for all activities which will affect their operations. Notify LTD on a daily basis of specific Work activities, location, and schedule.

Provide 5 business days prior notification to Sanipac Dispatch office, (541)

736-3618 for all activities which will affect their operations. Upon request the contractor shall also notify Sanipac on a daily basis of specific Work activities, location, and schedule.

Provide 5 business days prior notification to Royal Refuse Dispatch office,

(541) 688-5622 for all activities which will affect their operations. Upon request the contractor shall also notify Royal Refuse on a daily basis of specific Work activities, location, and schedule.

Provide 5 business days prior notification to Lane Apex Dispatch office, (541)

607-2042 for all activities which will affect their operations. Upon request the contractor shall also notify Lane Apex on a daily basis of specific Work activities, location, and schedule.

Provide 5 business days prior notification to the U.S. Postal Service (USPS),

(541) 341-3692 for all activities which will affect their operations. Upon request the contractor shall also notify USPS on a daily basis of specific Work activities, location, and schedule.

00221.06 Traffic Control Plan

(DELETE) The first paragraph.

(ADD) The Traffic Control Plan in the plan set has been approved by the Agency for use by the Contractor during work at the indicated locations. It is the Contractor’s responsibility to modify this TCP as necessary to provide a complete TCP for the Contractor’s Work operation. To propose modifications to this plan, submit a detailed Work schedule showing stage construction, along with the TCP, in writing 5 Work Days before the pre-construction conference for approval. If, as determined by the Engineer, the TCP does not meet these requirements the TCP will be rejected, and no adjustment of Contract Time will be allowed.

00221.06(a) Agency Traffic Control Plan

(DELETE) The paragraph.

(ADD) The Agency’s provided TCP does not cover traffic control for all work. For work at pipe segments not covered in the Agency provided TCP, submit a TCP as unstamped working drawings according to 00150.35. TPAR for pipe segments

Special Provisions – Job #900272 Page 5 not covered in the Agency provided TCP shall be according to the Standard Drawings and Standard Specifications. Do not close sidewalks on both sides of any given street at the same time. Detour pedestrians around sidewalk closures.

00221.80 Measurement

(ADD) Measurement for Traffic control will be measured by Method “B” – Lump Sum

Basis.

00221.90 Payment

(b) Method “B” – Lump Sum Basis

(ADD) Payment includes payment for TCP Working drawings.

00280.00 Scope

(ADD) The City provided CSMP and permit described in this sub-section is attached to the Contract Documents and titled, “Annual Erosion Prevention Permit - Narrative Construction Site Management Plan 2024.” The Contractor shall keep a copy of the permit at the project site at all times during the Work.

00290.12 Construction Waste Reuse and Recycling Plan and Summary

(DELETE) Existing sub-section text.

(ADD) A Construction Waste Reuse and Recycling Report is NOT required for this project.

00290.20 Waste, Hazardous Waste, and Hazardous Substances

(ADD) To the end of the first paragraph.

Do not discharge steam during and after the lining process in such a manner that would adversely affect soils and/or vegetation.

00290.30(b) Pollution Control Plan

(ADD) Develop and submit a Pollution Control Plan in accordance with this Section.

(ADD) To the bottom of the bulleted list after “Include the following information in the

PCP:”

Address bypass pumping to maintain uninterrupted wastewater service.

Address plugging the upstream manhole and using pipe storage capacity.

Address periods of increased flow that may impact the work.

Include a response plan to a sanitary system overflow (SSO) or discharge of wastewater outside the collection system.

The costs for cleanup, repair, remediation, damages, and penalties related to SSOs are the responsibility of the Contractor.

Special Provisions – Job #900272 Page 6

00290.32 Noise Control

(ADD) Submit to the Engineer any request to modify the requirements of this section 5

Calendar Days prior to the work in question.

00410.00 Scope

(ADD) The work includes the rehabilitation of Service Laterals within the public right of way or easements. References to host pipe or pipe to be lined are applicable to this work.

Lateral liners may be one piece, having an integral connection liner and a lateral liner portion, or two piece in which the connection liner and lateral liner are separate components.

Lining work shall be initiated from the connection of the service lateral to the mainline.

00410.01 Definitions

One Piece Service Lateral Liner – A CIPP Service Lateral Liner with an integrated Lateral Connection Liner permanently attached by the manufacturer and installed simultaneously.

Service Lateral Connection Liner – A CIPP liner within the wastewater main at the Lateral Connection, for the purpose of sealing the interface of the Service Lateral Liner and existing CIPP main liner.

Two Piece Service Lateral Liner – A CIPP Service Lateral Liner with a separate, non-integrated Lateral Connection Liner installed after the lateral portion has been lined.

Wet out - The process of saturating a CIPP liner with a calculated volume of catalyzed resin prior to installation.

00410.03(b) Post-Bid Submittals

(ADD) To the bottom of the bulleted list:

Method for removing failed lateral liners and/or connection liners, including brand and model of all equipment used to perform the work.

00412.11 Resin

(ADD)` The resin must give sufficient working time above ground to enable saturation of the fabric but must cure to sufficient hardness to carry overburden loads within a maximum of 3 hours from time of insertion into the pipe. The resin used must have resistance to most chemicals to be found within a sewer system.

(ADD) 00412.17 Wastewater Service Lateral Liner Tube – Service Lateral Liners may be one piece or two piece as described in 00410.01.

Special Provisions – Job #900272 Page 7

Furnish a fully circumferential tube of a continuous length, sized for the diameter of the existing Service Lateral and of a length as indicated or directed. The tube shall have a hydrophilic seal or seals to prevent migration of groundwater infiltration and be constructed of one or more layers of an absorbent, non-stretch, fibrous composition of non-degradable polyester, polypropylene fiber, or corrosion resistant fiberglass with a smooth surface. It must be resistant to the resin used and tailored to allow the migration of resin from its internal structure and able to withstand any installation forces without losing its integrity.

Fiberglass material must have a surface veil or a layer of felt to act as barrier to prevent osmosis or wicking of the strands.

(ADD) 00412.18 Wastewater Lateral Connection Liner Tube – Lateral Connection

Liners may be an integral component of the Service Lateral Liner as a one-piece unit, or separate from it, constituting a two-piece solution as described in 00410.01.

Furnish a fully circumferential tube of a continuous length, sized for the diameter of the wastewater main and extending a minimum distance of six inches from each edge of the Lateral Connection opening. The tube shall have a hydrophilic seal or seals to prevent migration of groundwater infiltration and an integrated, fully circumferential, main/lateral interface portion extending into the lateral a minimum of twelve inches, overlapping the existing lateral liner a minimum of four inches. The Lateral Connection Liner tube shall be constructed of the same material and having the same characteristics as the Service Lateral Liner Tube as described in 00412.17.

00412.30 Personnel Qualifications – Provide installers who:

Are licensed and certified by the manufacturer of the CIPP product system to be used on the Project.

Have at least 3 years of active experience in the installation of CIPP.

Have installed at least 50,000 feet of CIPP in similar conditions.

Contractors not meeting these qualifications shall have a representative of the CIPP manufacturer, who is qualified in installation of the approved material, present on site during the initial 5 days of liner work.

00412.40 General

(ADD) The Engineer reserves the right to reject liners without certification documentation, or liners that exceed the manufacturer’s recommended shelf life.

The Engineer may check, verify or inspect all phases of production and testing of materials from manufacturing, shipping, impregnation, installation, cure, to finished product.

Any departure from the submitted procedures will be cause for rejection.

Install Service Lateral Liners per the manufacturer’s recommendations as submitted in section 00410.03 for cleaning, tube wet-out, installation, testing and clean-up. The installed liner shall overlap the PVC pipe at the cleanout a minimum of 3 inches, and extend to the main, having a maximum gap between the downstream end of the liner and the main of no more than 3 inches.

Special Provisions – Job #900272 Page 8

00412.42 Pre-Installation

(ADD) (a) Video Pipe Inspection – After cleaning the pipe, perform a pre-installation video inspection according to Section 00415, at least 5 Calendar Days before beginning pipe lining Work.

(ADD) (b) Pre-Installation Point Repairs – If pre-installation video inspection reveals unanticipated obstructions, reduction in cross-sectional area, sags, previous repairs, or any structural defects in the pipe, submit a point repair plan to the Engineer for approval. All point repairs must restore the host pipe to a condition suitable for CIPP lining.

(ADD) (c) Chemical Grout - Where active water infiltration into pipe makes lining infeasible, based on pre-installation video inspection, seal infiltration prior to lining by applying chemical grout according to section 00417 and as approved by the Engineer.

00412.43 Installation

(ADD) (a) General – Installation of service lateral liners shall start from the connection of the service lateral to the mainline. The Engineer reserves the right to reject submitted procedures that depart from the required installation method.

(ADD) (d) Service Lateral Liners – According to Agency records, existing Service

Laterals are either 4 inches or 6 inches in diameter. Lateral diameters have not been verified by the Agency. The Contractor shall verify the size and length of the wastewater main and lateral prior to ordering materials.

Clean the portion of lateral to receive the liner according to 00410.41. Follow the manufacturer’s installation guidelines as submitted in section 00410.03 for cleaning, tube wet-out, installation, testing and clean-up. Installation of service lateral liners shall start from the connection of the service lateral to the mainline.

Report any failures or defects found in the completed lateral liner to the Engineer immediately.

(ADD) (e) Lateral Connection Liners – When constructing two-piece liners, install

Lateral Connection Liners after Service Lateral Liners have been installed.

Installation of connection liners shall be performed after every 10th lateral liner has been installed. Complete all work to be performed on each plan sheet prior to relocating equipment and work crews in other areas.

Clean the main at the service lateral connection and the portion of lateral to receive the overlapping connection liner according to 00410.41. The Contractor shall verify the size of the wastewater main and lateral at the connection to be lined.

Follow the manufacturer’s installation guidelines as submitted in section

00410.03 for cleaning, tube wet-out, installation, testing and clean-up.

Report any failures or defects found in the completed Lateral liner to the Engineer immediately.

Special Provisions – Job #900272 Page 9

00412.72 Material Sampling and Testing

(ADD) After the first paragraph:

Prepare and immediately deliver to the Engineer, two samples of each completed liner segment. Any sample removed from the project site without approval, will be rejected. Prepare additional contractor-required samples without damaging the liner and at no additional cost.

Samples for each type described below should be large enough to provide the recommended specimens for testing. For flexural properties, the full wall thickness of the liner samples will be tested. Sample size is based on installed liner thickness.

(REPLACE) The bulleted list under Individually label and log each sample with the following information with:

• Project number and name

• Contractor name

• Sample Number. Uniquely number samples.

• Manhole-to-Manhole segment number of sewer shown on plans

• Install date and time,

• Type of sample (restrained, plate or core)

00412.80 Measurement

(ADD) The length of pipe to be rehabilitated shown in the plans is approximate and may vary from the actual quantity.

CIPP Service Lateral Liner – CIPP Service Lateral Liners will be measured on the length basis. Length will be measured as total length of liner installed from the main to the upstream end of the Service Lateral Liner as measured along the rehabilitated pipe centerline using video footage.

(ADD) Lateral Connection Liner – Rehabilitated Lateral Connections will be measured on the unit basis for each connection liner accepted.

(ADD) One Piece Lateral and Connection Liner – One-piece Service Lateral Liners which include an integrated Lateral Connection Liner will be measured on the Length basis. Length will be measured as total length of liner installed from the main to the upstream end of the Service Lateral Liner as measured along the rehabilitated pipe centerline using video footage. The Lateral Connection Liner portion of one-piece liners will not be measured.

00412.90 Payment

Pay Item Unit of Measurement

(ADD) (c) 4 Inch CIPP Service Lateral Liner ....................................... Foot

(d) 6 Inch CIPP Service Lateral Liner ....................................... Foot

(e) ___ Inch Lateral Connection Liner ..................................... Each

Items (c), and (d) are regardless of depth and include contacting property owners to access cleanouts, cleaning laterals and root removal.

Special Provisions – Job #900272 Page 10

In item (e) the nominal pipe diameter of the wastewater main will be inserted in the first blank. The item is regardless of diameter or depth and includes contacting property owners to access existing cleanouts, by-pass pumping, cleaning, root removal and all pre-installation video inspections.

For items (c), (d) and (e), payment shall be made at 75% of the bid item unit price until final video inspection has been provided and reviewed for acceptance.

No separate or additional payment will be made for:

• Temporary manhole modifications to provide access for performing the work.

• Removal, repair, or replacement of liners that are determined to be noncompliant with 00412.72

• Additional testing, cleaning, and video inspection required as a result of correcting unacceptable work.

00413.42 Pre-Installation

(ADD) (c) Chemical Grout - Where active water infiltration into pipe makes lining infeasible, based on pre-installation video inspection, seal infiltration prior to lining by applying chemical grout according to section 00417 and as approved by the Engineer.

00415.41 Pre-Installation Video Inspection:

(ADD) (c) Service Line Inspection and Location – Use video inspection equipment meeting the requirements of 00415.21.

Using a launch camera equipped with an electronic location device, video inspect each Service Lateral on the pipe segments identified by the Engineer. Identify the locations of wyes and test tees on the Service Lateral within the Right of Way, as well as the location of the Service Lateral as it crosses the Right of Way line.

While performing video inspection, coordinate with project Inspector so that they may mark and record these locations using GPS equipment.

Submit the original, complete, unedited video and a written report according to 00415.40(h).

00415.70 Post-Installation Video Inspection:

(REPLACE) The paragraph with:

Video inspect all completed Work according to 00415.40.

Perform video inspection after the completion of every 10th rehabilitated lateral liner/connection liner, or as directed.

Video inspect the entire wastewater main from upstream manhole to downstream manhole, stopping the camera at each rehabilitated lateral to provide a slow, 100% view of each entire connection liner. Video inspect each rehabilitated lateral from the wastewater main to the upstream end of the cleanout, showing both the upstream and downstream ends of the liner.

Special Provisions – Job #900272 Page 11

For service laterals connected to manholes, perform Video Inspection using a Push Camera.

Line cleaning or bypass pumping to control system flow may be needed if sections of the repair areas are not fully visible. At no time during final video inspection shall flow be allowed to obscure the repaired areas.

Submit the original, complete, unedited video and a written report according to 00415.47(a) within 2 Work Days of completing the work. Note any irregularities observed in the video inspection report.

The installation of liners will not be considered complete until the video inspection recordings are received, reviewed, and accepted by the Engineer. Allow the Engineer 5 Work Days to review the video and the report.

If remedial work is performed subsequent to the post-construction video inspection, perform an additional video inspection according to these specifications at no additional cost to the Agency.

(DELETE) (b) Deflection Report

00415.80 Measurement

(a) Mainline Video Inspection

(REPLACE) The paragraph with:

Mainline Video Inspection will not be measured.

(ADD) (d) Service Line Inspection and Location – The quantities of Service Line Inspection and Location will be measured on the unit basis regardless of length.

00415.90 Payment

(REPLACE) The Unit of Measurement for Mainline Video Inspection with “Lump Sum”.

(ADD) (g) Service Line Inspection and Location, Launch Camera …………………Each

(DELETE) The sixth paragraph beginning with “Item (f)”.

(ADD) Item (f) is for post-construction final video inspection of sewer mains, completed

Lateral Liners and Connection Liners only and includes by-pass pumping regardless of depth, diameter or length. Progress payments will be made according to 00195.50.

Pre-construction video inspection is incidental to the Bid Item CIPP Lateral Liner, __ Inch.

Item (g) includes coordination with Inspector for location documentation.

Special Provisions – Job #900272 Page 12

(ADD) Section 00417 – Lateral Chemical Grout Lining

Description

00417.00 Scope - This Work consists of rehabilitating existing Service Lateral pipes and

Service Lateral Connections by furnishing and installing chemical grout.

00417.01 Submittals:

Furnish Materials Conformance and Quality Compliance Documents according to

00165.35 5 Calendar Days before the preconstruction conference.

Materials

00417.10 Chemical Grout - Provide Avanti AV-100 chemical grout or approved equal.

Equipment

00417.20 Remote Packer - Provide a remote packer capable of grouting Service Lateral connections.

00417.21 Lateral Packing Equipment (Grout Sealing) – Provide in-line, lateral packing equipment for grout sealing. The lateral packing equipment shall include motorized alignment and positioning capabilities and contain two separate pumping systems capable of supplying an uninterrupted continuous flow of the sealing material at rates of between one-quarter and ten gallons per minute at a minimum pressure of 60 PSI, for a continuous period of up to ten minutes. The pumping device must continuously maintain the exact proportioning of the fluids.

Each pumping system shall include a tank for mixing polymerizing materials and additive solids and liquids which will form the final grout mixture. Each of these tanks shall be equipped with mixing or recirculating systems to allow continuous or frequent agitation of suspended solid additives. Suspended solids shall be agitated continuously throughout the grouting operations

Construction

00417.44 Chemical Grout Sealing

Cleaning - Thoroughly clean the Service Lateral designated to receive the chemical grouting.