City of Norcross Department of Public Works

REQUEST FOR STATEMENT OF QUALIFICATIONS

ON-CALL CIPP RELINING SERVICES

RFQ PW 26-05

City of Norcross Department of Public Works

REQUEST FOR STATEMENT OF QUALIFICATIONS

ON-CALL CIPP RELINING SERVICES

RFQ PW 26-05

INTRODUCTION & OVERVIEW:

The City of Norcross is seeking a qualified contractor to CIPP relining services, on an on-call basis. There is no guaranteed minimum contract value associated with this contract. The City intends to award this work to a single contractor who will work under the direction of the Public Works Department The term of the contract shall be one year with renewal up to 3 years.

The statement of qualifications package should be clearly marked “RFQ PW 26-05 – ON-CALL CIPP RELINING SERVICES” on its face and submitted by 11:00 a.m. on January 7, 2026, to the address below. Please submit two printed copies and one electronic copy (USB) of your RFQ package to:

City of Norcross Public Works Department 345 Lively Avenue

Norcross, GA 30071

RFQ PW 26-05 – ON-CALL CIPP RELINING SERVICES

Attn: Charlene Marsh, Capital Projects Manager

Both printed and electronic copies must contain the same information.

Please submit questions/requests via e-mail only to the Capital Projects Manager at procurement@norcrossga.net by 5:00 p.m. on December 31, 2025

No submission will be received or accepted after the above specified date and time. Submissions received after the designated date and time will be deemed invalid and returned unopened to the firm.

No submission may be withdrawn within thirty (30) days after the deadline and all submissions shall remain firm during this period. Requests for withdrawals must be submitted in writing.

We appreciate your interest in the City of Norcross!

mailto:procurement@norcrossga.net

RFP/RFQ CHECKLIST

The 10 Most Critical Things to Keep in Mind When Responding to an RFP/RFQ for the City of Norcross

1. Read the entire document. Note critical items such as: mandatory requirements;

supplies/services required; submittal dates; number of copies required for submittal;

funding amount and source; contract requirements (i.e., contract performance security, insurance requirements, performance and/or reporting requirements, etc.).

2. Note the City of Norcross’ staff member’s name, address, phone numbers and e‐ mail address. This is the only person you are allowed to communicate with regarding the RFP/RFQ and is an excellent source of information for any questions you may have.

3. Attend the Pre‐Proposal webinar if one is offered, these conferences provide an opportunity to ask clarifying questions, obtain a better understanding of the project, or to notify the City of any ambiguities, inconsistencies, or errors in the RFP/RFQ.

4. Take advantage of the “question and answer” period. Submit your questions by the due date listed in the Schedule of Events and view the answers given in the formal “addenda” issued for the RFP/RFQ. All addenda issued for this RFP/RFQ will be posted on the City’s website and will include all questions asked and answered concerning the RFP/RFQ.

5. Follow the format required in the RFP/RFQ when preparing your response. Provide point‐ by‐point responses to all sections in a clear and concise manner.

6. Provide complete answers/descriptions. Read and answer all questions and requirements. Do not assume the City or Evaluation Committee will know what your capabilities are or what items/services you can provide, even if you have previously contracted with the City. Evaluations are based solely on the information and materials provided in your response.

7. Use the forms provided, i.e., reference form, sample budget form, certification forms, etc..

8. Check the City website for RFP/RFQ addenda. Before submitting your response, check the City website at https://www.norcrossga.net/bids.aspx to see whether any addenda were issued for the RFP/RFQ.

9. Review and read the RFP/RFQ document again to make sure that you have addressed all requirements.

10. Submit your response on time. Note all the dates and times listed and be sure to submit all required items on time. Late and incomplete responses are never accepted.

This checklist is provided for assistance only and should not be submitted with Company’s Response.

https://www.norcrossga.net/bids.aspx

1.0 INTRODUCTION

1.1 PURPOSE OF PROCUREMENT

The City of Norcross is seeking a qualified contractor to perform cured-in-place-pipe relining services, on an on-call basis. There is no guaranteed minimum contract value associated with this contract. The term of the contract shall be one (1) year. The City intends to award this work to a single contractor who will work under the direction of the Public Works Department.

1.2 SCOPE OF WORK

Services anticipated under the resulting contract include rehabilitation of pipes using the cured-in-place pipe (CIPP) method following the accompanying specifications. Spray lining will be allowed for 36-inch diameter or higher. The project scope includes relining, pipe cleaning, CCTV, and mobilization. Project-specific plans and dimensions will be provided prior to each project. Project costs will be determined using the pricing sheet. All work shall be in accordance with current GDOT Standards.

1.3 SPECIFICATIONS

The product and installation methods shall comply with ASTM F1216 (Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin- Impregnated Tube), or ASTM F1743 (Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe) and other relevant standards. Additionally, the product shall meet all relevant specifications and possess the necessary certifications to ensure compliance with industry standards and regulatory requirements.

1.4 SCHEDULE OF EVENTS

See Appendix A for the detail Schedule of Events

1.5 RESTRICTIONS ON COMMUNICATIONS WITH STAFF

All questions about this RFQ should include the company name and the referenced RFQ section in the following format:

Company Name

1. Question

Citation of relevant section of the RFQ

2. Question

Citation of relevant section of the RFQ

1.6 PROPOSAL SUBMISSION INSTRUCTIONS

A complete submission includes the following components:

1. Cover Letter

2. Statement of Qualifications and Equipment (Appendix D)

a. About the Firm

b. Experience

c. Approach

3. References (Appendix B)

4. Sealed Cost Proposal (Appendix C) – must be submitted in a separate envelope

5. Acknowledgement of Addenda (Appendix E)

6. Bid Bond

7. Certificate of Liability Insurance

8. E-Verify Contractor and SAVE affidavits (attached as separate documents)

1.7 EVALUATION CRITERIA

An evaluation committee will review and evaluate the proposals according to the criteria listed below. Proposals not meeting the minimum technical requirements and those who are non-responsive will not be considered. The City may request short-listed proposers to meet with the City’s Evaluation Committee for evaluation purposes if deemed necessary.

2.0 GENERAL CONDITIONS

PROPOSERS ARE ADVISED TO THOROUGHLY UNDERSTAND THE GENERAL

CONDITIONS AND SPECIAL PROVISIONS, PRIOR TO SUBMITTING THEIR PROPOSALS.

2.1 QUALIFICATIONS

2.1.1 Proposals will be considered only from experienced and well-equipped Vendor(s) engaged in work of this type and magnitude.

2.1.2 Proposers may be required to submit evidence setting forth qualifications which entitle their company for consideration as a responsible Vendor. A list of work of similar character successfully completed within the last five years may be required, which lists the location, size, and scope for use on this work. Before accepting any proposals, the City may require evidence of the Vendor’s financial ability to successfully perform the work to be accomplished under the contract.

2.1.3 Proposers must provide their own materials and labor for this contract.

2.1.4 During the term of the Agreement, Contractor shall, as its sole expense, secure and maintain in-force policies of insurance of the following types:

1. Workers’ compensation coverage in accordance with the statutory requirements of

Evaluation Criteria Max Score Experience & Qualifications 35 References 20 Cost Proposal 45 Total 100 the jurisdiction in which Services are to be performed.

2. Employer’s liability insurance with a minimum of $250,000.

3. Comprehensive General Liability Insurance, subject to a limit for bodily injury and property damage combined at least $1,000,000 aggregate.

4. Automobile liability insurance subject to a limit for bodily injury and property damage combined, of at least $1,000,000 per occurrence.

2.1.5 Contractor shall furnish Client Certificates of Insurance evidencing the insurance coverages required. The certificates shall stipulate that should any of the above insurance policies be cancelled before the termination of this agreement, the issuing company will endeavor to mail thirty (30) days’ written notice to Client.

2.2 GUARANTEE TO ACCOMANY BID

2.2.1 Submissions must be accompanied by an acceptable bid bond in an amount no less than $30,000. Failure to submit a bid bond will be a cause for rejection.

2.3 AUTHORITY TO SIGN

2.3.1 Proposers must ensure that the legal proper name of their firm and/or corporation is printed or typed as appropriate on all documents.

2.4 RIGHTS RESERVED

2.4.1 The City of Norcross reserves the right to reject any or all proposals, to waive informalities or to re-advertise. It is understood that all proposals are made subject to this agreement, and that City of Norcross reserves the right to decide which proposal(s) it deems the most qualified. In arriving at this decision, full consideration will be given to the experience and qualifications of the Proposer, work of this type successfully completed and past performance with the City of Norcross.

2.4.2 Any unauthorized additions, conditions, limitations, or provisions attached to the

Proposal shall render it informal and may be cause for rejection.

2.5 AWARD OF CONTRACT

2.5.1 The contract will be awarded to the most qualified firm whose proposal will provide the best value and be the most advantageous to the City, experience, technical considerations, cost, and other factors considered. The City is to make the determination.

2.5.2 Upon award of contract, if the task order agreement is greater than $30,000, a contract performance and a payment bond, each equal to 100% of the contract amount must be provided by the selected vendor by a surety company qualified to do business in the State of Georgia with an AM Best rating of B+ or higher.

2.5.3 Prior to award of the Contract, the successful Proposer will be required to submit a schedule to the City, demonstrating the Proposer’s ability to commence and proceed in a timely manner. A Proposer’s failure to demonstrate the ability to proceed as required may result in contract cancellation.

2.5.4 Failure to demonstrate the ability for contract execution and progression will result in, at the City’s discretion, contract cancellation or re-advertising of any and/or all these contracts.

2.6 PRODUCTION REQUIREMENTS

2.6.1 Time is of the utmost importance of this project. The successful Proposer will be required to commence work within ten (10) calendar days from the receipt of the Notice to Proceed and must carry on with utmost diligence to complete the work according to the specifications in the RFQ.

2.7 PRICES AND INVOICING PROGRESS PAYMENTS AND RETAINAGE

2.7.1 As concrete services are required, a request for a quote will be sent to the contractor or contractors’ designee for that job assignment. The successful contractor will be required to submit a new quote based on that job assignment each time

2.7.2 Payment shall be provided based on the cost schedule provided in Vendor’s response.

Vendor shall submit an invoice with NET 30-day payment terms for services performed for the City of Norcross under the terms of the contract executed. The invoice shall be directed to Donald Maxwell, Streets & Stormwater Superintendent at donald.maxwell@norcrossga.net.

The invoice shall contain a complete itemization of services, the total amount due, invoice number, invoice date, the designated project number, if applicable, and the City of Norcross’ Purchase Order Number. After work has commenced, progress payments shall be made monthly, based on the value of work completed as provided in the contract documents plus the value of materials and equipment suitably stored, insured, and protected at the site(s), less retainage.

2.7.3 The City shall retain a maximum of 10% of each progress payment; provided, however, when 50% of the contract value including change orders and other additions to the contract value provided for by the contract documents is due and the manner of completion of the contract work and its progress are reasonably satisfactory to the City, the City shall withhold no more retainage. At the discretion of the City and with the approval of the Contractor, the retainage of each subcontractor may be released separately as the subcontractor completes their work.

2.1 LOCATION & SITES

2.1.1 All work will be completed within the boundaries of the City of Norcross.

2.1.2 The contractor shall accept the site in its present condition and carry out all work in accordance with the requirements of the specifications as directed by the Department of Public Works.

2.2 COMPLIANCE WITH OSHA STANDARDS AND REGULATIONS

2.2.1 The work connected with this contract shall be performed in accordance with all mailto:donald.maxwell@norcrossga.net applicable OSHA regulations and standards, including any additions or revisions thereto until the job is completed and accepted by the City of Norcross.

2.3 NON-COLLUSION

2.3.1 Vendor(s), by submitting a proposal, certify that the accompanying proposal is not the result of, or affected by, any unlawful act of collusion with any other person or company engaged in the same line of business or commerce, or any other fraudulent act punishable under Georgia or United States law.

2.4 MATERIALS

2.4.1 Unless otherwise specified in the Contract, Vendor shall provide and assume full responsibility for all services, materials, equipment, labor, and all other facilities and incidentals necessary for the completion of the Work.

2.4.2 All materials and equipment incorporated into the work shall be of good quality, except as otherwise provided in the Contract. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of the City.

2.5 CONTRACT REQUIREMENTS

2.5.1 The successful Vendor is required to do the following within ten (10) days of Notice:

2.5.1.1.1 Return to the City contract documents executed by the authorized representative attested by the corporate secretary treasurer.

2.5.1.1.2 Provide Insurance Certificates as specified in the RFQ documents.

2.5.2 Failure to execute the Contract or furnish satisfactory proof of carriage of the insurance required within ten days after the date of Notice of Award of the Contract may be just cause for the annulment of the award and for the forfeiture of the RFQ guaranty of City of Norcross, not as a penalty, but as liquidation of damages sustained. At the discretion of the City, the award may then be made to the next most qualified Vendor, or the work may be re-advertised or constructed by City forces.

2.5.3 Liquidated Damages: In the event of any delay which is not the fault or responsibility of the Contractor or any supplier to the Contractor, the Contractor is entitled to additional days for performance of this Contract. Contractor shall not be entitled to any additional money for any delay which they encounter. The Contractor’s sole remedy shall be to obtain an extension of time from the Owner within which this Contract is to be performed. Under no circumstances shall the Contractor be entitled to assert any claim of entitlement against the Owner for actual or consequential damages resulting from delays. In conformity with the “time is of the essence” provisions of this contract, the amount of liquidated damages for this contract shall be in the amount of $300 per work day for every day the contract is not completed after 90 days from the time of the Notice to Proceed.

2.6 SCHEDULE

2.6.1 Schedule: The Vendor shall provide to Donald Maxwell, Streets & Stormwater Superintendent at donald.maxwell@norcrossga.net. The schedule must be presented at least seven (7) days prior to work commencing in order to notify residents and/or businesses.

mailto:donald.maxwell@norcrossga.net

APPENDIX A

SCHEDULE OF EVENTS

Event: Date:

Release of RFQ December 9, 2025, at 11:00 a.m.

Deadline for Written Questions December 31, 2025, at 5:00 p.m.

Proposals Due January 7, 2026, at 11:00 a.m.

Proposal Evaluation On/About January 2026

Contract Award (On/about) One/About March 2026

APPENDIX B

REFERENCES

Please complete attached reference form and provide accurate information for each reference. A minimum of three (3) references is required. Please inform your references that the City of Norcross will follow up to perform reference checks. It will affect your scores if we are not able to contact your references, or they do not respond in time.

The City of Norcross will not serve as a reference, in the event that your Company worked with the City of Norcross previously.

Alternatively, Proposers are welcome to provide three (3) reference letters where they provided the same or similar services. Reference letters must be on official letterhead and signed by the point of contact of the agency where the service was performed.

References for _____________________________________________________________

Please provide a list of contact numbers, addresses and a contact person for at least four (4) projects completed (or in progress) having a similar specification and scope of work.

City of Norcross requests a minimum of four (4) references where work of a similar size and scope has been completed (or in progress).

Company Name: _______________________________________________________

Description of Project: __________________________________________________

Completion Date: ______________________________________________________

Contact Person: ________________________________________________________

Telephone: ____________________________ Fax: ___________________________

Email address: ________________________________________________________

Company Name: _______________________________________________________

Description of Project: __________________________________________________

Completion Date: ______________________________________________________

Contact Person: ________________________________________________________

Completion Date: ______________________________________________________

Contact Person: ________________________________________________________

Telephone: ____________________________ Fax: ___________________________

Email address: ________________________________________________________

Company Name: _______________________________________________________

Completion Date: ______________________________________________________

Contact Person: ________________________________________________________

Completion Date: ______________________________________________________

Contact Person: ________________________________________________________

Completion Date: ______________________________________________________

Contact Person: ________________________________________________________

APPENDIX C

COST PROPOSAL

Please submit the attached unit pricing sheet in a sealed envelope.

Project costs will be determined using the pricing sheet provided by the successful bidder.

COST PROPOSAL FORM (APPENDIX C) Page 1 of 7

CURED IN PLACE PIPE LINER (CIPP) 12 FT OR LESS DEPTH

(INCLUDES PRE AND POST CCTV)

UNIT COST

15 Inch Pipe 7.5 MM LF $ 18 Inch Pipe 9.0 MM LF $ 21 Inch Pipe 9.0 MM LF $ 24 Inch Pipe 11.0 MM LF $ 30 Inch Pipe 13.5 MM LF $ 36 Inch Pipe 16.5MM LF $ 42 Inch Pipe 19.5 MM LF $ 48 Inch Pipe 22.5 MM LF $ 54 Inch Pipe 25.5 MM LF $ 60 Inch Pipe 28.5 MM LF $ 66 Inch Pipe 31.5 MM LF $

Additional Cost Per 1.5 MM Thickness- 15 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 18 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 21 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness -24 Inch Pipe LF $ Additional Cost Per1.5 MM Thickness- 30 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness- 36 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 42 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 48 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 54 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 60 Inch Pipe LF $ Additional Cost Per 1.5 MM Thickness - 66 Inch Pipe LF $

INVERSION SETUP UNIT COST

15 Inch to 42 Inch Each $ 42 Inch to 66 Inch Each $

SPIN CAST/GEOPOLIMER LINING UNIT COST

36 Inch Cent. Spin Cast Lining LF $ 42 Inch Cent. Spin Cast Lining LF $ 48 Inch Cent. Spin Cast lining LF $ 54 Inch Cent. Spin Cast Lining LF $ 60 Inch Cent. Spin Cast Lining LF $ 66 Inch Cent Spin Cast Lining LF $

COST PROPOSAL FORM (APPENDIX C) Page 2 of 7

STORM LINE CLEANING MORE THAN 25% FULL UNIT COST

15 Inch Pipe LF $ 18 Inch Pipe LF $ 21 Inch Pipe LF $ 24 Inch Pipe LF $ 30 Inch Pipe LF $ 36 Inch Pipe LF $ 42 Inch Pipe LF $ 48 Inch Pipe LF $ 54 Inch Pipe LF $ 60 Inch Pipe LF $ 66 Inch Pipe LF $

STORM LINE CLEANING LESS THAN 25% FULL UNIT COST

15 Inch Pipe LF $ 21 Inch Pipe LF $ 24 Inch Pipe LF $ 30 Inch Pipe LF $ 36 Inch Pipe LF $ 42 Inch Pipe LF $ 48 Inch Pipe LF $ 54 Inch Pipe LF $ 60 Inch Pipe LF $ 66 Inch Pipe LF $

SPECIALITY STORM LINE CLEANING

(APPLICABLE TO HEAVY ROOTS, LARGE ROCKS, LARGE

DEBRIS)

UNIT COST

15 Inch to 36 Inch Pipe LF $ 42 Inch to 66 Inch Pipe LF $

INTERNAL POINT REPAIRS

(INCLUDING CUTTING, TRIMMING, JACKING, ETC.)

UNIT COST

15 Inch to 36 Inch LF $ 42 Inch to 66 Inch LF $

CONTINUOUS INVERT INTERNAL PIPE POINT REPAIRS UNIT COST

18 Inch to 36 Inch LF $ 36 Inch to 66 Inch LF $

COST PROPOSAL FORM (APPENDIX C) Page 3 of 7

PIPE REPLACEMENT

CORRUGATED ALUMINUM PIPE

(INCLUDES EXCAVATION, BACKFILL COMPACTION)

UNIT COST

15 Inch CMP LF $ 18 Inch CMP LF $ 21 Inch CMP LF $ 24 Inch CMP LF $ 30 Inch CMP LF $ 36 Inch CMP LF $ 42 Inch CMP LF $ 48 Inch CMP LF $ 54 Inch CMP LF $ 60 Inch CMP LF $ 66 Inch CMP LF $

PIPE REPLACEMENT - CONCRETE PIPE (RCP)

(INCLUDES EXCAVATION, BACKFILL, COMPACTION)

UNIT COST

15 Inch RCP LF $ 18 Inch RCP LF $ 21 Inch RCP LF $ 24 Inch RCP LF $ 30 Inch RCP LF $ 36 Inch RCP LF $ 42 Inch RCP LF $ 48 Inch RCP LF $ 54 Inch RCP LF $ 60 Inch RCP LF $ 66 Inch RCP LF $

PIPE REPLACEMENT (HDPE)

INCLUDES EXCAVATION, BACKFILL, COMPACTION

UNIT COST

15 Inch HDPE LF $ 18 Inch HDPE LF $ 21 Inch HDPE LF $ 30 Inch HDPE LF $ 36 Inch HDPE LF $ 42 Inch HDPE LF $ 48 Inch HDPE LF $ 54 Inch HDPE LF $ 60 Inch HDPE LF $ 66 Inch HDPE LF $

COST PROPOSAL FORM (APPENDIX C) Page 4 of 7

ADDITIONAL DEPTH FOR PIPE REPLACEMENT UNIT COST

Invert 8.1 Ft to 12 Ft LF $

Invert Greater than 12 Ft LF $

CATCH BASINS AND MANHOLES UNIT COST

4 Ft Dia Brick Catch Basin Manhole GDOT Standards with ring and Cover VF $ 5 FT Dia Brick Catch Basin Manhole GDOT Standards with Ring and Cover VF $ 6 FT Dia Brick Catch Basin Manhole GDOT Standards With Ring and Cover VF $ 4 FT Dia Precast Catch Basin Manhole GDOT Standards with Ring and Cover VF $ 5 FT Dia Precast Catch Basin Manhole GDOT Standards with Ring and Cover VF $ 6 Ft Dia Precast Catch Basin Manhole GDOT Standards with Ring and Cover VF $

CAST IN PLACE CONCRETE UNIT COST

Driveway 4 Inch Concrete (Residential w/ 4 Inch GAB SY $

Driveway 6 Inch Concrete (4 Inch GAB Included) SY $ 24-Inch-High Back Curb and Gutter LF $ Sidewalk 4 Ft Wide x 4 Inch Thick SY $ Sidewalk 5 FT wide x 4 Inch Thick SY $ 24 Inch Rollback Curb and Gutter LF $

Header Curb LF $ Cast In Place Catch Basin top with Ring and Cover GDOT Standards Each $

Cast in Place Catch Basin Throat GDOT standards Each $

PRECAST HEADWALLS UNIT COST

18 Inch HW Each $ 24 Inch HW Each $ 30 Inch HW Each $ 36 Inch HW Each $ 42 Inch HW Each $ 48 Inch HW Each $ 54 Inch HW Each $ 60 Inch HW Each $ 66 Inch HW Each $

COST PROPOSAL FORM (APPENDIX C) Page 5 of 7

MISCELLANEOUS ITEMS UNIT COST

Connect to Existing Structure Each $

Debris Removal Tandem Load Per

Load

Removal of existing Pipes all types and sizes LF $ Removal and replacement of Existing Galvanized chain Link Fence LF $

Removal and replacement of Existing 4 Ft Vinyl Fence LF $ Removal of 6 FT wood Fence LF $

Reset Existing 18 Inch Headwall Each $ Reset Existing 24 Inch Headwall Each $ Reset Existing 30 Inch Headwall Each $ Reset Existing 36 Inch Headwall Each $ Reset Existing 42 Inch Headwall Each $ Reset Existing 48 Inch Headwall Each $ Reset Existing 54 Inch Headwall Each $ Reset Existing 60 Inch Headwall Each $ Reset Existing 66 Inch Headwall Each $

Uncover Buried Manholes Less than 4 Ft Each $ Uncover Buried Manholes 4Ft to 8 FT Each $

Manhole adjustments VF $

COST PROPOSAL FORM (APPENDIX C) Page 6 of 7

EROSION CONTROL UNIT COST

Stone Rip Rap Type I In Place Ton $

Stone Rip Rap Type III In Place Ton $ Stone Grouted Rip Rap 12" Installed SY $ Install & Remove Type A Silt Fence LF $

Fleximat Ditch Lining SY $ Install & Remove Type C Silt Fence LF $

Install & Remove Type C Silt Fence - Alternative LF $ Inlet Sediment Traps - Silt Fence Sd2 Each $

Inlet Sediment Traps - Silt Fence Sd2-F Each $ Inlet Sediment Traps - Silt Fence Sd2-B Each $

Rock Bags for curb inlet/CB sediment Protection Each $ Install & Remove Orange Tree Save Fence LF $

Gabion Structures (GDOT Section 626 & 809) SF $ Permanent Soil Reinf Mat Installed SY $

Organic Material Fiber Blanket Installed SY $ Seed & Straw (Permanent Grassing) SY $ Seed & Straw (Temporary Grassing) SY $

Sodding Complete-Fescue SY $ Sodding Complete-Bermuda SY $ Sodding Complete-Zoyzia SY $

Sodding Complete-Centipede SY $ Topsoil Complete CY $

Pine Straw Each $ Straw Mulch SY $

EARTHWORK AND GRADING UNIT COST

Channel Excavation CY $ Clear and Grubbing SY $

Finish Grading SY $ Haul In Structural Fill Material CY $

Haul Off Soil Material CY $

ROCK UNIT COST

57 Stone Ton $ Gab Crush and run Ton $

Number 3 stone Ton $

MOBILIZATION AND MINOR TRAFFIC CONTROL UNIT COST

Per 10 Line Project Each $

APPENDIX D

RFQ PW 26-05

STATEMENT OF QUALIFICATIONS AND EQUIPMENT

All questions must be answered. Information given must be clear and comprehensive. If necessary, questions may be answered on separate attached sheets.

About the Firm:

a. Name of Bidder:

b. Permanent main office address, email address, & pertinent contact numbers:

c. How long (years) has your firm been in business under your present name; also, state names and dates of previous firm names, if any; where organized?

d. Organizational chart

e. With what bank do you do business?

Experience:

f. Attach a list of 3-5 similar projects completed in the last 5 five years.

g. Contracts on hand (schedule – showing gross amount of each contract and the approximate anticipated dates of completion).

h. Resumes for key personnel

i. Have you ever failed to complete any work awarded to you, if so, where, and why?

j. Have you ever defaulted on a Contract, if so, where, and why?

k. Have you ever failed to complete a project in the time allotment according to the Contract documents, if so, where, and why?

l. List the most important contracts recently executed by your company, stating approximate cost for each, and the month and year completed.

m. How long do you warrant a project?

n. Does your professional liability insurance coverage extend past the completion date and warrant of any project? If yes, for how long?

Approach:

o. List your major equipment available for this contract.

p. List any subcontractors whom you would expect to use for the contract.

CITY OF NORCROSS STATEMENT OF QUALIFICATIONS LETTER

We propose to furnish and deliver any and all of the deliverables and services named in the attached Request for Statement of Qualifications (RFQ) for which prices have been set. The price or prices offered herein shall apply for the period stated in the RFQ.

It is understood and agreed that this Statement of Qualifications constitutes an offer, which when accepted in writing by the City of Norcross and is subject to the terms and conditions of such acceptance, will constitute a valid and binding contract between the undersigned and the City of Norcross.

It is understood and agreed that we have read the City’s specifications shown or referenced in the RFQ and that this Statement of Qualifications is made in accordance with the provisions of such specifications. By our written signature on this Statement of Qualifications, we guarantee and certify that all items included in this Statement of Qualifications meet or exceed any and all such City specifications. We further agree, if awarded a contract, to deliver goods and services which meet or exceed the specifications. We certify that our firm has sufficient bonding capacity to provide a payment and/or performance bond for total cost of work. The City of Norcross reserves the right to reject any or all submittals, waive technicalities, and informalities, and to make an award in the best interest of the city.

It is understood and agreed that this Statement of Qualifications shall be valid and held open for a period of one hundred twenty (120) days from Statement of Qualifications opening date.

STATEMENT OF QUALIFICATIONS SIGNATURE AND

CERTIFICATION

(Company to sign and return with Statement of Qualifications)

I certify that this Statement of Qualifications is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a Statement of Qualifications for the same materials, supplies, equipment, or services and is in all respects fair and without collusion or fraud. I understand collusive bidding is a violation of State and Federal Law and can result in fines, prison sentences, and civil damage awards. I agree to abide by all conditions of the Statement of Qualifications and certify that I am authorized to sign this Statement of Qualifications for the Company. I further certify that the provisions of the Official Code of Georgia Annotated, Sections 45‐10‐20 et. seq. have not been violated and will not be violated in any respect.

Authorized Signature Date

Print/Type Name

Print/Type Company Name Here

Phone Number ______________________ Email Address _____________________

APPENDIX E

CIPP RELINING SPECIFICATIONS

CIPP Specifications 1 Issued: January 2, 2013

TECHNICAL SPECIFICATIONS

CURED-IN-PLACE PIPE (CIPP) FOR MAINLINE RENEWAL

PART 1 - PRODUCTS

1.1 GENERAL

It is the intent of this specification to provide for the reconstruction of pipelines and conduits by the installation of a resin-impregnated flexible tube that is either inverted or pulled into the original pipeline/conduit and expanded to fit tightly against said pipeline by the use of water or air pressure. The resin system shall then be cured by elevating the temperature of the fluid

(water/air) used for the inflation to a sufficient enough level for the initiators in the resin to effect a reaction. The finished pipe shall be such that when the thermosetting resin cures, the total wall thickness shall be a homogeneous and monolithic felt and resin composite matrix, chemically resistant to withstand internal exposure to domestic sewage or stormwater.

1.2 QUALIFICATIONS

Since sewer products are intended to have a 50-year design life, and in order to minimize the

Owner’s risk, only proven products with substantial successful installations and experience will be approved.

In order for the CIPP product and Installation Contractor to be deemed commercially acceptable and approved for this project, they must meet the following criteria:

A. CIPP Product

1. The CIPP product must have been installed in a minimum of 5,000,000 linear feet or

4,000 manhole to manhole line sections of successful wastewater collection systems in

North America and must be documented to the satisfaction of the Owner.

2. The CIPP product shall comply with the latest versions of ASTM F1216 or ASTM

F1743, including appendices.

3. For the CIPP to be considered Commercially Proven, it shall have been successfully in service in an application similar to this project for a minimum of 10 years and documented to the satisfaction of the Owner.

4. The lining tube manufacturer shall operate under a quality management system that is third party certified to ISO 9001 or other internationally recognized organization standards. Proof of certification shall be submitted with the Contractor’s bid and required for approval.

5. Third-party test results supporting the structural properties and long-term performance of the CIPP product shall be submitted for approval, and such data shall be satisfactory to the Owner. No CIPP product will be approved without independent third party testing verification.

CIPP Specifications 2 Issued: January 2, 2013

B. Installation Contractor

1. The Installation Contractor shall be certified by the CIPP product manufacturer to have had at least 5 years active experience in the installation of the proposed CIPP product.

2. The Installation Contractor shall satisfy all insurance, financial and bonding requirements of the Owner, and shall have installed within the United States a minimum of 1,000,000 lineal feet of the same CIPP product being represented by the bidder.

3. The Installation Contractor superintendent(s) designated for the project shall have installed a minimum of 100,000 lineal feet and shall have 5 years of installation experience of the same CIPP product being represented by the bidder. This shall be documented to the Owner’s satisfaction in the form of a resume of work experience detailing scope of work (linear footage and pipe diameters), location of work, and reference contact information for each project listed.

4. The Installation Contractor shall operate under a quality management system that is third party certified to ISO 9001 or equivalent standards. Proof of certification or quality management system shall be submitted with the Installation Contractor’s bid and required for approval.

1.3 STRUCTURAL REQUIREMENTS

A. Each CIPP shall be designed to withstand internal and/or external loads as dictated by the site and pipe conditions. Unless specified differently by the Owner/Engineer in the contract documents, the design thickness of the CIPP shall be derived at using standard engineering methodology as found in ASTM F1216, Appendix X1. The long-term flexural modulus shall not exceed 50 percent of the short-term value for the CIPP resin system and shall be substantiated through third-party testing. The thickness calculations, signed and sealed by a registered professional engineer, shall be submitted to the Owner prior to CIPP installation.

B. The layers of the finished CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate cleanly or such that the knife blade moves freely between the layers. If separation of the layers occurs during testing of the field samples, new samples will be cut from the work.

Any reoccurrence may be cause for rejection of the work.

C. The Enhancement Factor ‘K’ to be used in the CIPP design shall be assigned a value of 7.

D. Long-term testing in general accordance with ASTM D2990 must have been performed for flexural creep of the CIPP pipe material to be installed. Such testing results are to be used to determine the long-term, time dependent flexural modulus to be utilized in the product design. This is a performance test of the materials (CIPP Tube and Resin) and general workmanship of the installation and curing as defined within the relevant ASTM standard.

A percentage of the instantaneous flexural modulus value (as measured by ASTM D790 testing) will be used in design calculations for external buckling. The percentage, or the long-term creep retention value utilized, will be verified by this testing. The materials utilized for the contracted project shall be of a quality equal to or better than the materials used in the long-term test with respect to the initial flexural modulus used in the CIPP design.

CIPP Specifications 3 Issued: January 2, 2013

E. The CIPP shall meet the following minimum strength requirements:

MINIMUM PHYSICAL PROPERTIES

ASTM Polyester Filled Polyester Vinyl Ester

Property Test Method System System System

Flexural Strength D790 4,500 psi 4,500 psi 5,000 psi

Flexural Modulus (initial) D790 250,000 psi 400,000 psi 300,000 psi

Flexural Modulus (50-year) D790 125,000 psi 200,000 psi 150,000 psi

F. The required CIPP wall thickness shall be based as a minimum on the physical properties in

Section 1.3.E above, and in accordance with the design equations in the Appendix X1 of

ASTM F1216, and the following design parameters:

Design Safety Factor (typically used value) = 2.0

Retention Factor for Long-Term Flexural Modulus to be used in Design = 50% max

(As determined by long-term tests described in Section 1.3.D and approved by the Owner)

Ovality* (calculated from (X1.1 of ASTM F1216) = % (1)

Enhancement Factor, K = 7.0

Groundwater Depth (above invert of pipe) = feet

Soil Depth (above crown of pipe) = feet

Soil Modulus (only required for fully deteriorated design conditions) = psi

Soil Density (only required for fully deteriorated design conditions) = lb/ft

(1)

Live Load (only required for fully deteriorated design conditions) = e.g. H20 Highway

Design Condition (partially or fully deteriorated)* = *

* Based on review of video logs, design conditions of pipeline can be fully or partially deteriorated (See

ASTM F1216, Appendix X1). The Owner will be solely responsible for determining pipe conditions and parameters utilized in design.

(1) In the absence of other information and to ensure uniformity in bidding, the following assumptions shall be used: Ovality = 2%; Groundwater Depth at one half soil depth to invert; Soil Modulus =

1000 psi; Soil Density = 120 lb/ft

1.4 MATERIALS

A. CIPP Tube

1. The CIPP tube shall consist of one or more layers of a flexible needled felt or an equivalent nonwoven or woven material, or a combination of nonwoven and woven materials, capable of carrying resin, withstanding installation pressures and curing temperatures. The CIPP tube should be compatible with the resin system to be used on this project. The material should be able to stretch to fit irregular pipe sections and negotiate bends.

2. The CIPP tube should be fabricated under controlled conditions to a size that, when installed, will tightly fit the internal circumference and the length of the original conduit.

Allowances should be made for the longitudinal and circumferential stretching that occurs during placement of the tube. Maximum stretching allowances shall be as defined in ASTM F1216 or ASTM F1743. The Installation Contractor shall verify the lengths in the field before cutting the liner to length. Continuous individual liners can be made over one or more manhole to manhole sections.

CIPP Specifications 4 Issued: January 2, 2013

3. The CIPP tube shall be uniform in thickness and when subjected to the installation pressures shall meet or exceed the designed wall thickness.

4. Any plastic film applied to the tube on what will become the interior wall of the finished

CIPP shall be compatible with the resin system used, translucent enough that the resin is clearly visible, and shall be firmly bonded to the felt material.

5. At time of manufacture, each lot of CIPP tube shall be inspected and certified to be free of defects. The tube shall be marked for distance at regular intervals along its entire length, not to exceed five feet. Such markings shall also include the CIPP tube

Manufacturer’s name or identifying symbol.

6. The CIPP tube may be made of single or multiple layer construction where any layer must not be less than 1.5 mm thick. A suitable mechanical strengthener membrane or strip may be placed in between layers where required to control longitudinal stretching.

B. Resin Components

1. The resin system shall be a corrosion resistant polyester or vinyl ester, along with a compatible catalyst system.

2. The resin used shall not contain non-strength enhancing fillers.

3. When combined with the CIPP tube, the resin system shall provide a CIPP that meets the structural requirements of ASTM F1216 or ASTM F1743, the minimum physical properties specified in Section 1.3.E, and those properties which are to be utilized in the design of the lining system for this project.

4. When combined with the CIPP tube, the resin system shall provide a CIPP that complies with the chemical resistance requirements specified in ASTM F1216 or ASTM F1743.

PART 2 - EXECUTION

2.1 GENERAL

A. The Installation Contractor shall deliver the resin impregnated CIPP tube to the site and provide all equipment required to insert and cure the CIPP within the host pipe. The

Installation Contractor shall designate a location where the tube will be vacuum impregnated with the resin prior to installation. If requested by the Owner, the Installation Contractor shall notify the Engineer at least 48 hours prior to wet out to allow the Owner’s representative to observe the materials and wet out procedure. All procedures to prepare the CIPP for installation shall be in strict accordance with the Manufacturer’s recommendations.

B. The CIPP shall be vacuum impregnated with resin not more than 120 hours before the time of installation and stored out of direct sunlight at a temperature of less than 70° F.

CIPP Specifications 5 Issued: January 2, 2013

2.2 NOTIFICATION AND PREPARATION

A. The Installation Contractor shall notify all residents affected by this construction at least 24 hours prior to any service disruption affecting their service connection. The Installation

Contractor shall make every effort to maintain service usage throughout the duration of the project.

B. The Installation Contractor shall perform cleaning, video, and inspection prior to installation of the CIPP. The Installation Contractor, when required, shall remove all debris from within the pipe that will interfere with the installation of the CIPP. The Owner shall provide a dumpsite for such debris removed during the cleaning operations.

C. It shall be the responsibility of the Installation Contractor to notify the Owner of line obstructions, offset joints or collapsed pipe that will prevent the insertion of the tube or significantly reduce the capacity of the sewer. The Owner, with input from the Installation

Contractor shall determine the method of pipe repair required and shall address these concerns on a case-by-case basis.

D. Protruding laterals or services shall be trimmed flush with the inside of the main sewer wall prior to installation of the CIPP. Trimming shall not cause damage to the lateral or service beyond the inside face of the main sewer.

2.3 BYPASS PUMPING

A. The Installation Contractor, when required, shall provide for the flow of sewage around the section or sections of pipe designated for repair. When possible, the bypass shall be made by plugging the line at an existing upstream manhole and pumping the flow into a downstream manhole or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The Installation Contractor shall furnish all necessary pumping equipment, conduit, etc. to adequately, safely, and environmentally divert sewage flow around the work.

B. When requested by the Engineer, the Installation Contractor shall submit a general bypass plan.

2.4 TELEVISION INSPECTION

A. The Installation Contractor shall provide video equipment capable of properly documenting the conditions as found within the pipe. Lighting for the video camera shall illuminate the entire periphery of the sewer. The camera shall be radial view type capable of viewing 360° within the pipe and shall provide an unobstructed view of the full pipe.

B. The video shall begin with a clear identification of the pipeline location, upstream and downstream manhole designation, and pipe diameter. The video shall provide an accurate length measurement of the entire segment and of the distance to each lateral connection. The

Installation Contractor shall pan all lateral connections on both the pre and post-videos.

C. Reverse video set-ups shall be utilized when line obstructions prevent full segment televising from the initial set-up direction.

D. Both a pre-lining and post-lining video shall be submitted to the Owner for approval. The discs shall be clearly and properly labeled.

CIPP Specifications 6 Issued: January 2, 2013

2.5 INSTALLATION

A. The CIPP shall be installed in accordance with the practices given in ASTM F1216 (for direct inversion installations) or ASTM F1743 (for pulled-in-place installations). The quantity of resin used for the tube’s impregnation shall be sufficient to fill the volume of air voids in the

CIPP tube with additional allowances being made for polymerization shrinkage and the loss of any resin through cracks and irregularities in the original pipe wall. A vacuum impregnation process shall be used in conjunction with a roller system to achieve a uniform distribution of the resin throughout the CIPP tube.

B. The resin-impregnated CIPP tube shall be installed into the host pipe by methods specified in

ASTM F1216 or ASTM F1743 and proven through previous successful installations. The insertion method shall not cause abrasion or scuffing of the CIPP tube. Hydrostatic or air pressure shall be used to inflate the CIPP tube and mold it against the walls of the host pipe.

There will be no use of sewage in place of clean water for insertion of the tube, or for the curing of the liner.

C. Temperature gauges shall be placed between the CIPP tube and the host pipe’s invert position to monitor the temperatures during the cure cycle.

2.6 CURING

A. After the CIPP tube installation is completed, the Installation Contractor shall supply a suitable heat source and recirculation equipment (if required). The equipment shall be capable of delivering hot water or steam throughout the section to uniformly raise the temperature above the temperature required to affect a cure of the resin.

B. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing heat supply (for water cure) and outgoing heat supply (for steam cure). Water or air temperature in the pipe during the cure period shall be as recommended by the resin Manufacturer.

C. Initial cure shall be deemed to be completed when inspection of the exposed portions of the

CIPP appears to be hard and sound and the remote temperature sensor(s) indicates that the temperature is of a magnitude to realize an exotherm. The cure period shall be of a duration recommended by the resin Manufacturer, as modified for the installation process, during which time the recirculation of the heat and/or cycling of the heat exchanger to maintain the temperature is continued.

2.7 COOL DOWN

A. Cool down may be accomplished by the introduction of cool water or air to replace water or pressurized air being relieved. Care shall be taken in the release of the hydrostatic head so that a vacuum will not be developed.

2.8 FINISH

A. The finished CIPP shall be continuous over the entire length of an insertion run and be as free as commercially practical from visual defects such as foreign inclusions, dry spots, pinholes, and delamination. The CIPP shall be homogeneous, and free of any leakage from the surrounding ground to the inside of the CIPP.

CIPP Specifications 7 Issued: January 2, 2013

B. Where the CIPP is installed through a manhole uninterrupted, the invert shall be maintained smooth within the manhole, with approximately the bottom half of the CIPP continuous through the length of the manhole. The invert of the manhole shall be shaped and grouted as necessary to support the liner. The cost of this work shall be included in the CIPP unit price.

C. During the warranty period, any defects which will affect the integrity or strength of the

CIPP, collect solids, or reduce hydraulic flow capabilities of the product shall be repaired at the Installation Contractor’s expense in a manner mutually agreed upon by the Owner and the

Installation Contractor.

2.9 REINSTATE LATERALS AND SERVICES

A. Accurate location of the lateral and service connections shall be made by inspection of the pre-installation videotape or sewer walk.

B. After the CIPP has been installed, all existing active lateral sewers and services shall be reinstated unless otherwise indicated by the Owner or on the plans. The reinstatement of laterals and services shall be done without excavation unless otherwise specified by the

Engineer. Reinstatement of laterals and services will be accomplished from the interior of the

CIPP by means of a video camera directed cutting device or by direct man entry when feasible.

C. All cut lateral and service connections shall be free of burrs, frayed edges, or any restriction preventing free flow of wastewater. Laterals shall be reinstated to a minimum of 90% of their original diameter and no more than 100% of their minimum diameter. The CIPP shall be tightly sealed at the cut openings with no gaps.

2.10 QUALITY ASSURANCE PROCEDURES

A. For every two thousand five hundred (2,500) lineal feet of CIPP installed, two (2) flat plate samples shall be processed and tested. For pipe diameters less than 18 inches, restrained end samples may also be utilized. The CIPP physical properties shall be tested in accordance with ASTM F1216, Section 8, using either allowed sampling method. The flexural properties must meet or exceed the values listed in Section 1.3.E of this specification and the values submitted to the Owner by the Installation Contractor for this project’s CIPP wall design, whichever is greater.

B. Testing shall be completed by an accredited, independent laboratory. Testing results shall be provided to the Owner within seven (7) days of receipt.

C. Wall thickness of samples shall be determined in a manner consistent with paragraph 8.1.2 of

ASTM D5813. The minimum wall thickness at any point shall not be less than 87.5% of the specified design thickness calculated in Section 1.3.F of this document.

D. Flexural testing of the collected samples…