25-16_High_Level_Interceptor_Sewer_Cleaning_&_CCTV_PLANS_&_SPECS.pdf

TECHNICAL SPECIFICATIONS

FOR

CITY OF JACKSON

HIGH LEVEL INTERCEPTOR SEWER CLEANING AND TELEVISING

February 10, 2025 Project Number 241338

ENGINEER

FISHBECK

5913 Executive Drive, Suite 100 Lansing, Michigan 48911

517.882.0383

Copyright 2025 – Fishbeck All rights reserved.

THIS PAGE INTENTIONALLY LEFT BLANK

City of Jackson High Level Interceptor Sewer Cleaning and Televising Project Number 241338

00 01 10 – 1

Table of Contents

Section 00 01 10

SECTION 00 01 10 - TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 18 13 Protection, Restoration and Notification 01 22 00 Unit Prices – Measurement and Payment 01 26 00 Contract Modification Procedures 01 26 13 Requests for Information 01 29 16 Payment Procedures 01 77 00 Closeout Procedures

DIVISION 33 UTILITIES

33 01 32 TV Inspection of Sewer Pipelines 33 01 33 Sewer Line Cleaning for Televising

APPENDICES

Appendix 1 CCTV Logs

FIGURES

Figure 1 Proposed Trunkline Sewer Cleaning and Televising Map Book

END OF TABLE OF CONTENTS

Project Number 241338

00 01 10 – 2

Table of Contents

Section 00 01 10

THIS PAGE INTENTIONALLY LEFT BLANK

Project Number 241338

2018 EJCDC 01 11 00 – 1

Summary of Work

Section 01 11 00

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work covered by the Contract Documents comprises cleaning and televising of xx-inch Interceptor located in Jackson, Michigan for the City of Jackson, Owner.

B. The Work includes the following major items:

1. Sewer Line Cleaning for Televising

2. TV Inspection of Sewer Pipelines.

1.3 TYPE OF CONTRACT

A. Construct the Work of this Contract under a single unit price Contract.

1.4 GENERAL

A. Imperative Language: These Specifications (Divisions 01 through 49) are written in the imperative and abbreviated form. This imperative language of the technical specifications is directed at Contractor unless specifically noted otherwise. Incomplete sentences shall be completed by inserting "shall", "shall be" and similar mandatory phrases by inference in the same manner as they are applied to notes on Drawings. The words "shall", "shall be" and similar mandatory phrases shall be supplied by inference where a colon (:) is used within sentences or phrases. Except as worded to the contrary, fulfill (perform) all indicated requirements whether stated in the imperative or otherwise.

B. Related Sections: Some Sections of these Specifications (Divisions 01 through 49) may include a paragraph titled "Related Sections". This paragraph is an aid to the Project Manual user and is not intended to include all Sections which may be related. It is Contractor's obligation to coordinate all Sections whether indicated under "Related Sections" or not.

C. Reference to the General Conditions: In Divisions 01 through 49, a reference to the General Conditions includes by inference all amendments or supplements in the Supplementary Conditions.

1.5 OWNER FURNISHED MATERIAL

A. Products furnished and paid for by Owner:

1. Use of drying bed and staging area at WWTP.

B. Owner's Responsibilities:

1. Arrange staging location.

C. Contractor's Responsibilities:

1. Coordinate schedule of use with Owner.

2. Deliver spoils to drying bed area.

3. Remove spoils from drying bed area once sediment ready to haul off Site.

Project Number 241338

2018 EJCDC 01 11 00 – 2

Summary of Work

Section 01 11 00

1.6 CONTRACTOR USE OF PREMISES

A. Limit use of premises to allow for Owner occupancy and work by other contractors.

B. Limit construction traffic access to Site as directed by Owner.

C. Coordinate use of premises under direction of the Owner.

D. Where the Contract Documents identify certain site elements within the construction limits, such as sidewalks, drives, and streets, that must be kept open for public or the Owner’s use during construction, the Contractor shall be responsible for protection and maintenance of such elements as well.

E. Except in connection with the safety or protection of persons or the Work or property at the Site or adjacent thereto, all Work at the WWTP site shall be restricted to the following hours:

1. Monday Through Friday (Except Legal Holidays): 7:00 a.m. to 3:30 p.m.

2. Saturday, Sunday or legal holidays, or extended workday hours with written approval of the Owner.

1.7 OCCUPANCY REQUIREMENTS

A. Owner Occupancy During Construction:

1. The Owner will occupy or utilize premises during entire period of construction. Cooperate with the Owner and Engineer to minimize conflict and to facilitate the Owner's operations.

2. Access to Abutting Properties: Provide at all times.

3. Access for Emergency Vehicles:

a. Provide at all times.

b. Provide at least one clear lane during nonwork periods.

4. Fire Hydrants: Provide access to at all times.

5. Do not block fire access routes.

6. Construct Work so as to not interfere with Owner’s operation in accordance with this Section.

7. Limit parking for construction vehicles to an area designated by the Owner.

1.8 WORK SEQUENCE

A. Coordinate construction schedule and operations with Owner and Engineer.

B. Sequence Submittal:

1. Submit a proposed sequence with appropriate times of starting and completion of tasks to Engineer for review.

PART 2 - PRODUCTS

2.1 OTHER MATERIALS

A. General: All other materials which are not specified herein and are not indicated on the Drawings, but are required for proper and complete performance of the Work.

B. Procedure:

1. Select new, first quality material.

2. Obtain Engineer's review.

3. Provide and install.

PART 3 - EXECUTION

Not used.

END OF SECTION 01 11 00

Project Number 241338

01 18 13 – 1

Protection, Restoration and Notification

Section 01 18 13

SECTION 01 18 13 – PROTECTION, RESTORATION AND NOTIFICATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes responsibilities for the protection, restoration and notification requirements for surface and subsurface structures, Underground Facilities, and surface improvements.

1.3 NOTIFICATION AND INTERRUPTIONS

A. Prior to Start of Construction:

1. Notify MISS DIG at least 72 hours in advance at 800.482.7171.

2. Arrange for the identification of the locations of existing Underground Facilities at or contiguous to the

Site.

3. Coordinate utility connection with each utility provider.

B. Utility Interruptions:

1. Provide standby utility service for an interruption exceeding 2 hours.

2. Provide 48 hours’ notice to the affected occupants of the time and duration of the anticipated shut off.

3. Notify Fire Department 48 hours in advance if water main or fire supply line shut off is required.

4. Pay all costs relating to utility interruptions.

1.4 PROTECTION AND RELOCATION

A. Be Responsible For:

1. Protection of structures and utilities at or contiguous to the Site in accordance with the General

Conditions.

2. Cost of cleaning, repair, relocation, raising, lowering, or replacement of structures and utilities which are damaged as a result of Contractor's operations.

3. Cost of cleaning, repair, relocation, raising, lowering, or replacement of structures and utilities which are identified on the Drawings for relocation.

4. Temporary sheeting, bracing, poles, cables, sand fill, or other means used to support a structure or utility exposed or endangered by Contractor's operations.

5. Relocating, raising, or lowering of a structure or utility for Contractor's convenience.

B. Relocation of Poles and Structures:

1. Be responsible for temporary and permanent relocation of power, light, telephone and other service poles, and appurtenant structures that are identified on the Drawings for relocation.

2. Make necessary arrangements with the owner of the pole or structure and pay all costs involved for items identified on the Drawings for temporary or permanent relocation.

1.5 RESTORATION

A. Acceptable Standards for Restoration:

1. Restore to the better of:

a. Original condition.

b. Requirements of the Contract Documents.

c. Current MDOT Standard Specifications for Construction.

d. MDOT Standard Plans.

Project Number 241338

01 18 13 – 2

Protection, Restoration and Notification

Section 01 18 13

B. Property Corners, Government Survey Corners, and Plat Monuments:

1. Protect from damage or disturbance.

2. Protect discovered points until Engineer or Owner has witnessed or otherwise referenced their locations.

3. Replace if disturbed or removed as a result of construction:

a. Arrange for replacement by a Licensed Land Surveyor.

b. Pay all costs.

C. Driving Surfaces and Similar Improvements:

1. Repair or replace damaged or removed surfaces as indicated on the Drawings and as specified herein.

2. Adjust to temporary or final grade all new and existing castings (water valve boxes, manholes, catch basins and similar structures) for all gravel, bituminous or concrete surfacing or resurfacing.

D. Landscaping and Miscellaneous Improvements:

1. Includes, but is not limited to, topsoil, seeded areas, sodded areas, shrubs, trees, decorative plantings, fences, mailboxes, signs, guard posts and other similar items.

2. Protect from damage by construction operations. In event of damage, replace damaged item with one of equivalent type and size.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

3.1 PAYMENT FOR UTILITIES AND ASSOCIATED STRUCTURES

A. Payment for Work on Utilities and Associated Structures:

1. If Work is by Utility Company: Pay costs.

2. If Work is by Contractor: Perform work in accordance with the requirements of utility company or authority having jurisdiction.

END OF SECTION 01 18 13

Project Number 241338

2018 EJCDC 01 22 00 – 1

Unit Prices - Measurement and Payment

Section 01 22 00

SECTION 01 22 00 - UNIT PRICES - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes descriptions of the method of measurement and the basis of payment for Unit Price Work under this Contract.

B. Basis of Contract Payments:

1. Final Contract Price shall be determined by actual quantities installed at unit prices stated in Contractor's

Bid.

2. Engineer shall determine actual as-built quantities.

3. All work identified on the Drawings, but not included as a Bid item shall be considered incidental to construction and not paid for directly, except Work that would be considered additional Work due to unforeseen conditions.

4. Unit price payments for individual items shall include everything necessary for such item to function as intended in the system.

5. Owner reserves the right to increase, decrease or eliminate any quantities for items listed in Contractor's Bid or which become a part of the Contract Documents.

C. Items included as incidental to Unit Prices for systems and appurtenances. Unless there is a specific pay item identified, the unit price payment shall include, but not be limited to:

1. Clear, excavate, trench, bedding, trench backfill, compaction, disposal of items for clearing and unsuitable or excess excavated materials.

2. Drainage of excavations including by-pass pumping of sewers if necessary.

3. Temporary sheeting, bracing and shoring of excavations.

4. Support, relocation, replacement, connection or reconnection of existing pipelines and utilities.

5. Cleanup and surface restoration.

6. Water service repair.

7. Sewer lead repair.

8. Bulk head of pipes to be abandoned.

9. Removal of pipes, valves, structures and appurtenances located within the excavation limits of new utilities whether identified on the removal Drawings or not.

10. Coordination of mail delivery and refuse removal with residents, post office, and refuse collectors.

11. Dewatering for the installation of sanitary sewer, water main and storm sewer.

12. Support of utility poles and existing underground utilities during excavation and installation of sanitary sewer, water main and storm sewer.

13. Remove, salvage, and replace street signs.

14. Remove and dispense of trees less than 6-inches in diameter.

1.3 GENERAL CONDITIONS

A. Item No. 1 - Mobilization (5% Max):

1. Includes:

a. Preparatory work and expenses incurred prior to beginning work onsite.

b. Transport materials, personnel, and equipment to the Site.

c. Establish temporary onsite construction facilities.

d. Provide insurance, bonds, and other costs associated with the project in general and not included in other pay items.

e. All required submittals.

2. Unit of Measure:

a. Lump sum.

b. 50% payment will be made after 5% of the original contract amount is earned.

c. Final 50% payment will be made after 25% of the contract amount is earned.

Project Number 241338

2018 EJCDC 01 22 00 – 2

Unit Prices - Measurement and Payment

Section 01 22 00

B. Item No. 2 - Maintaining Traffic:

1. Includes the following in accordance with Division 01 Sections “Summary of Work” and “Traffic Control:”

2. Furnish, install, and maintain:

a. Flag control.

b. Detour signing.

c. Work zone signing.

d. Traffic control devices including barricades and barrels.

e. Removal of conflicting pavement markings.

f. Temporary pavement markings.

g. Maintain access to residential driveways.

h. Maintain access to commercial driveways.

3. Unit of measure:

a. Lump sum.

b. 50% payment shall be made for installation of traffic control devices.

c. 50% payment shall be made after removal of traffic control devices.

1.4 SANITARY SEWER SYSTEM

A. Item No. 3 - Video Inspection of Sewers:

1. Includes the following in accordance with Division 33 Section TV Inspection of Sewer Pipelines.

a. Bypass pumping of sewer pipeline or flow control, as needed for inspection of sewer.

b. Video inspection by closed circuit television of the interceptor included under this contract.

2. Unit of Measure: Linear foot.

B. Item No. 4 - Sewer Line Cleaning for Televising:

1. Includes the following in accordance with Division 33 Section Sewer Line Cleaning for Televising.

a. Labor, material, and equipment for cleaning the sewer for television inspection.

b. It is assumed that the entire sewer will be heavy cleaning. See sonar inspection reports for sediment levels.

2. Unit of Measure: Linear foot.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

END OF SECTION 01 22 00

Project Number 241338

2018 EJCDC 01 26 00 – 1

Contract Modification Procedures

Section 01 26 00

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes procedures for modifying the Contract Documents.

1.3 BULLETIN

A. Procedures: As indicated on the form following this Section.

B. If Bulletin is accepted, Owner may issue one or more Change Orders for some or all items listed.

1.4 FIELD ORDER

A. Changes in Contract Price or Contract Times not permitted by use of Field Orders.

B. Format:

1. May take form of any written communication mutually acceptable to Engineer and Contractor, including, but not necessarily limited to:

a. Letter or memo.

b. Email correspondence.

c. Hand drawn or computer-generated sketch.

C. Procedures: Refer to the General Conditions.

1.5 WORK CHANGE DIRECTIVE

A. Procedures: Refer to the General Conditions and form following this Section.

1.6 CHANGE ORDER

A. Procedures: Refer to the General Conditions and form following this Section.

PART 2 - PRODUCTS

Not Used.

PART 3 - EXECUTION

3.1 SCHEDULES

A. Attached are the following forms:

1. Bulletin.

2. Work Change Directive.

3. Change Order.

Project Number 241338

2018 EJCDC 01 26 00 – 2

Contract Modification Procedures

Section 01 26 00

BULLETIN

BULLETIN NO.:

DATE:

DUE DATE:

CONTRACT FOR: High Level Interceptor Sewer Cleaning and Televising

OWNER: City of Jackson 4th Floor 161 West Michigan Avenue Jackson, MI 49201

CONTRACTOR:

ENGINEER: Fishbeck 5913 Executive Drive, Suite 100 Lansing, MI 48911

DRAWING REVISION NO.:

ISSUED HEREWITH:

SPECIFICATION SECTIONS:

SKETCHES:

SHEETS:

The items below are being considered as possible changes to the Contract Documents for this Project. Contractor is requested to submit changes in cost, if any, for each item and indicate whether it is an addition to or deduction from the Contract Price. Costs are requested as lump sums unless otherwise noted as a unit cost. Include all labor, materials, overhead and profit, trades, subcontractors, and related costs. After reviewing the effects of those changes in the Work, Owner may issue a Change Order specifying which changes are to be incorporated in the Work, if any.

This Bulletin is not a Change Order and is not to be deemed authorization to proceed with the changes listed.

Additional work or materials, where proposed, shall meet the requirements of the Contract Documents, except where noted.

Contractor will be responsible for notifying Engineer, in writing, concerning any revision or clarification which causes a change in the Contract Documents, but not specifically mentioned as a cost item in this Bulletin.

Contractor shall return one (1) completed and signed copy of the Bulletin to Engineer on or before the due date noted above.

Each proposed change has been described briefly with additional information provided concerning detailed changes required for the major trades concerned. Only one total cost figure has been requested for each item on the Bulletin;

however, a complete breakdown is required for each item as supporting documentation. This will allow Owner to more easily evaluate the proposed cost changes. Each Bulletin item is an all-inclusive item and may concern work from several trades or Subcontractors. It is Contractor’s responsibility to ensure that all work for each item has been included in the total cost figure provided to Owner.

Project Number 241338

2018 EJCDC 01 26 00 – 3

Contract Modification Procedures

Section 01 26 00

BULLETIN

ITEM NO. 1: < insert topic here >

Section: XXXXX – Section Name < issued/reissued/not reissued >

A. < >

ADD/DEDUCT: $

ITEM NO. 2: < insert topic here >

Section: XXXXX – Section Name < issued/reissued/not reissued >

A. < >

ADD/DEDUCT: $

ITEM NO. 3: < insert topic here >

Sheet: XXXXX – Sheet Name < issued/reissued/not reissued >

A. < >

ADD/DEDUCT: $

ITEM NO. 4: < insert topic here >

Sheet: XXXXX – Sheet Name < issued/reissued/not reissued >

A. < >

ADD/DEDUCT: $

Contractor:

Signature

Name and Title of Signatory

Date

END OF BULLETIN

Project Number 241338

2018 EJCDC 01 26 00 – 4

Contract Modification Procedures

Section 01 26 00

WORK CHANGE DIRECTIVE

WORK CHANGE DIRECTIVE NO.

DATE OF ISSUANCE:

EFFECTIVE DATE:

CONTRACT FOR: High Level Interceptor Sewer Cleaning and Televising

OWNER: City of Jackson 4th Floor 161 West Michigan Avenue Jackson, MI 49201

CONTRACTOR:

ENGINEER: Fishbeck 5913 Executive Drive, Suite 100 Lansing, MI 48911

ATTACHMENTS:

CONTRACTOR IS DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S) IN THE

CONTRACT DOCUMENTS:

Authorization for Work described herein to proceed on the basis of Cost of the Work due to:

Nonagreement on pricing of proposed change.

Necessity to expedite Work described herein prior to changes on Contract Price and Contract Time.

Estimated change in Contract Price and Contract Times:

Contract Price (increase/decrease) Contract Time (Days) (increase/decrease)

Recommended for Approval by Engineer: Date:

Authorized for Owner by: Date:

Received for Contractor by: Date:

Received by Funding Agency (if applicable): Date:

END OF WORK CHANGE DIRECTIVE

Project Number 241338

2018 EJCDC 01 26 00 – 5

Contract Modification Procedures

Section 01 26 00

WORK CHANGE DIRECTIVE INSTRUCTIONS

A. GENERAL INFORMATION:

This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order.

For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times, a Field Order may be used.

B. COMPLETING THE WORK CHANGE DIRECTIVE FORM:

Engineer initiates the form, including a description of the items involved and attachments.

Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor.

Once the Work covered by this directive is completed or final cost and times are determined, Contractor should submit documentation for inclusion in a Change Order. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer's recommendation.

This is a directive to proceed with a change that may affect the Contract Price or the Contract Times. A Change Order, if any, should be considered promptly.

Project Number 241338

2018 EJCDC 01 26 00 – 6

Contract Modification Procedures

Section 01 26 00

CHANGE ORDER

CHANGE ORDER NO.:

DATE:

CONTRACT FOR: High Level Interceptor Sewer Cleaning and Televising

OWNER: City of Jackson 4th Floor 161 West Michigan Avenue Jackson, MI 49201

CONTRACTOR:

ENGINEER: Fishbeck 5913 Executive Drive, Suite 100 Lansing, MI 48911

ATTACHMENTS:

Contractor shall indicate approval of Change Order through signing of this document and returning to Engineer.

Engineer will forward to Owner, who shall indicate approval of Change Order through signing of this document and returning to Engineer. Upon receipt of fully executed (all signatures) Change Order, Engineer will distribute to all parties.

YOU ARE DIRECTED TO MAKE THE FOLLOWING CHANGES IN THE CONTRACT DOCUMENTS:

CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:

Original Contract Price: Original Contract time:

Substantial Completion:

$ Ready for final payment:

Previous Change Order No.: Net change from previous Change Orders:

$ Days

Contract Price prior to this Change Order: Contract Time prior to this Change Order:

Substantial Completion:

$ Ready for final payment:

Net of this Change Order: Net of this Change Order:

$ Days

Contract Price with all approved Change Orders: Contract Time with all approved Change Orders:

Substantial Completion:

$ Ready for final payment:

RECOMMENDED APPROVED APPROVED

By: By: By:

Engineer Contractor Owner

Name and Title of Signatory Name and Title of Signatory Name and Title of Signatory Date: Date: Date:

END OF CHANGE ORDER

Project Number 241338

2018 EJCDC 01 26 00 – 7

Contract Modification Procedures

Section 01 26 00

CHANGE ORDER INSTRUCTIONS

A. GENERAL INFORMATION:

This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Contract Price or Contract Times.

Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Order items to reduce the administrative burden may lead to unnecessary disputes.

If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed.

For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order may be used.

B. COMPLETING THE CHANGE ORDER FORM:

Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both.

Once Engineer has completed and signed the form, all copies should be sent to Contractor for acceptance. After acceptance by Contractor, all copies should be sent to Owner for acceptance. Engineer should make distribution of executed copies after approval by Owner.

If a change only applies to Contract Price or to Contract Times, indicate "N/A" (Not Applicable) in the part of the tabulation that does not apply.

Net “Increase” or “Decrease” in Price and Days should be included as applicable term.

END OF SECTION 01 26 00

Project Number 241338

01 26 13 – 1

Requests for Information

Section 01 26 13

SECTION 01 26 13 - REQUESTS FOR INFORMATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes procedures for Contractor to give notice of conflicts, errors, ambiguities, or discrepancies in the Contract Documents.

1.3 DEFINITIONS

A. Abbreviation: Request for Information (RFI).

1.4 REQUESTS FOR INFORMATION

A. Format:

1. Use the enclosed RFI form or, at Contractor’s option, generate form.

2. Minimum required content of Contractor’s RFI form:

a. Project name.

b. Name and address of Contractor.

c. RFI number.

d. RFI date.

e. Name of initiator.

f. Complete written request, with sketches as required.

g. Signature of initiator.

h. Space for written response by Engineer, with signature and date of Engineer’s representative.

B. Procedures:

1. Maintain a log of RFIs, including the RFI date and the date of the response.

2. Allow at least 15 full working days for Engineer’s response following Engineer’s receipt of RFI.

3. Submit written justification for shorter response time.

4. Do not submit RFIs for information already included in the Contract Documents.

5. Illegitimate RFIs may be cause for deductions in the Contract amount. See the Supplementary

Conditions.

6. RFIs submitted directly by subcontractors or vendors will be rejected.

7. Changes in Contract Price or Contract Times not permitted within an RFI form.

PART 2 - PRODUCTS

Not Used.

PART 3 - EXECUTION

3.1 SCHEDULES

A. Attached is the following form:

1. Request for Information.

Project Number 241338

01 26 13 – 2

Requests for Information

Section 01 26 13

REQUEST FOR INFORMATION

CONTRACT FOR: High Level Interceptor Sewer Cleaning and Televising

PROJECT NO.: 241338

OWNER: City of Jackson

CONTRACTOR:

ENGINEER: Fishbeck

THE CONTRACTOR SHALL COMPLY WITH THE PROCEDURES IN DIVISION 01 SECTION REQUESTS FOR

INFORMATION.

RFI No.:

Fishbeck Project Manager:

REQUEST

RFI From: Signature: Date:

RESPONSE

Response From: Signature: Date:

END OF SECTION 01 26 13

Project Number 241338

EJCDC 2018 01 29 16 – 1

Payment Procedures

Section 01 29 16

SECTION 01 29 16 - PAYMENT PROCEDURES - PUBLIC

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes submittal to the Owner's designee of Applications for Payment and supporting documentation as specified herein.

1.3 SUBMITTALS

A. Application for Payment: Submit 3 copies on attached form.

B. An incomplete or incorrect Application for Payment will constitute reason for refusing to recommend payment as indicated in Article 15 of the General Conditions.

1.4 FORMS

A. Copies of the forms to be used for the above requirements are attached and include the following:

1. Application for Payment.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Project Number 241338

EJCDC 2018 01 29 16 – 2

APPLICATION AND RECOMMENDATION FOR PAYMENT

TO: City of Jackson FROM (Contractor):

In Care of: Fishbeck

5913 Executive Drive, Suite 100 Lansing, MI 48911

Application No: Project: High Level Interceptor Sewer Cleaning and Televising Period From: Fishbeck Project Number: 241338 To:

APPLICATION FOR PAYMENT:

Application for Payment is made, as indicated below, in connection with the Contract. Schedule of Values sheet is attached as page 3 of 3.

1. Original Contract Price $_____________________

2. Net change by Change Orders $_____________________

3. Current Contract Price (1 plus 2) $_____________________

4. Gross Amount Due (From Unit Price Schedule $_____________________

5. Retainage (Per Agreement) % of Work Completed: $ % of Stored Material: $

Total Retainage $_____________________

6. Amount Eligible to Date (4 minus 5) $_____________________

7. Less Previous Payments $_____________________

8. Amount Due This Application (6 minus 7) $_____________________

9. Balance to Finish, Plus Retainage (3 – 7 – 8) $_____________________

CHANGE ORDER SUMMARY:

Change Orders Approved by Owner ADDITIONS DEDUCTIONS

Change Order No. 1 Change Order No. 2 Change Order No. 3 Change Order No. 4 Change Order No. 5

Net Change by Change Orders

Project Number 241338

EJCDC 2018 01 29 16 – 3

APPLICATION AND RECOMMENDATION FOR PAYMENT

CONTRACTOR’S CERTIFICATION:

The undersigned Contractor certifies that to the best of its knowledge (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor’s legitimate obligations incurred in connection with Work covered by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.

Dated , 20___ Contractor

By (Signature)

Name and Title of Signatory

ENGINEER'S RECOMMENDATION:

To: City of Jackson

In accordance with the Contract, the undersigned recommends payment to Contractor.

AMOUNT RECOMMENDED: ......................$

(Attach explanation if amount recommended differs from the amount applied for.)

ENGINEER: Fishbeck

Dated , 20___ By (Signature)

Name and Title of Signatory

This Recommendation is not negotiable. The AMOUNT RECOMMENDED is payable only to Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of Owner or Contractor under this Contract.

This recommendation for payment is based on a review of the Work performed as compared to the amount of the application. This recommendation does not imply that Engineer is reviewing construction lien documents nor does it imply that Engineer is acting as a guarantor of the property. Any review of construction lien documents by Engineer is for information purposes only.

Project Number 241338

APPLICATION AND RECOMMENDATION FOR PAYMENT

EJCDC 2018 01 29 16 - 4

Payment Procedures

Section 01 29 16

Unit Price Schedule

A B C D E F G Work CompletedContractor’s Bid

Bid Item No.

Item Description Unit Bid

Quantity Unit Price

Bid Value

Estimated Quantity Installed

Value

Materials Presently

Stored (Not in C)

Total Completed and Stored to Date (D + E)

(F/B) Balance To Finish

(B-F)

In tabulations above, amounts are stated to the nearest dollar.

Attach additional copies of Page 3 as required. Total on the last page.

Project Number 241338

EJCDC 2018 01 29 16 - 5

Payment Procedures

END OF SECTION 01 29 16

Project Number 241338

2018 EJCDC 01 77 00 – 1

Closeout Procedures

Section 01 77 00

SECTION 01 77 00 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the instructions for and the responsibilities of each party in contract closeout.

B. Related Section includes Certificate of Substantial Completion.

1.3 SUBSTANTIAL COMPLETION

A. Contractor: When Contractor considers that the Work or any portion of the Work is ready for its intended use, Contractor shall submit:

1. Written certification to Engineer and Owner that the Work, or designated portion of the Work, is substantially complete.

2. A list of major items to be completed or corrected.

3. Request that Engineer issue a certificate of Substantial Completion.

B. Engineer's Inspection: Engineer will make an inspection:

1. Within 10 days after receipt of certification.

2. Together with Owner and Contractor.

C. Engineer's Determination of Substantial Completion:

1. Should Engineer consider the Work or designated portion of the Work substantially complete, the following steps shall be taken:

a. Contractor shall prepare and submit to Engineer, a list of items to be completed or corrected as determined by the inspection.

b. Engineer will prepare and deliver to Owner:

1) A tentative certificate of Substantial Completion.

2) A tentative list of items to be completed or corrected before final payment.

c. Owner shall have 7 days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list.

d. Engineer will, within 14 days after delivery of tentative certificate to Owner, decide:

1) Not Substantially Complete: Engineer will issue written notice to Contractor stating reasons.

2) Substantially Complete: Engineer will issue definitive certificate of Substantial Completion and a revised list of items to be corrected or completed.

2. Should Engineer consider that the Work or designated portion of the Work is not substantially complete, the following steps shall be taken:

a. Engineer shall notify Contractor in writing stating Engineer's reasons.

b. Contractor shall complete the Work and send a second written notice to Engineer certifying that the Project, or designated portion of the Project, is substantially complete.

c. Engineer and Owner will reinspect the Work.

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Closeout Procedures

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D. Division of Responsibilities:

1. Engineer:

a. At the time of delivery of tentative certificate of Substantial Completion.

b. Deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment with respect to:

1) Security.

2) Operation.

3) Safety.

4) Protection of the Work.

5) Maintenance.

6) Heat.

7) Utilities.

8) Insurance.

9) Warranties.

2. Engineer's written recommendation on division of responsibilities shall be binding on Owner and Contractor until final payment unless Owner and Contractor agree otherwise in writing and so notify Engineer prior to Engineer's issuance of a definitive certificate of Substantial Completion.

1.4 FINAL INSPECTION

A. Contractor Certification: Prior to final inspection, Contractor shall submit written certification that:

1. The Contract Documents have been reviewed.

2. The Project has been inspected in compliance with the Contract Documents.

3. Work has been completed in accordance with the Contract Documents.

4. Equipment and systems have been tested in the presence of the Owner's representative and are operational.

5. The Project is complete and ready for final inspection.

B. Engineer's Inspection: The Engineer will make final inspection:

1. Within 10 days after receipt of certification.

2. Together with Owner and Contractor.

C. Engineer's Determination of Final Completion:

1. Should Engineer consider the Work complete and ready for final payment in accordance with the requirements of the Contract Documents, Engineer shall request Contractor to make Project closeout submittals.

2. Should Engineer consider the Work not complete and ready for final payment:

a. Engineer shall notify Contractor in writing stating the reasons.

b. Contractor:

1) Take immediate steps to remedy the stated deficiencies.

2) Send a second written notice to Engineer certifying that the Work is complete.

c. Engineer and Owner will reinspect the Work.

1.5 REINSPECTION COSTS

A. Should Engineer be required to perform second inspections because of failure of the Work to comply with the original certifications of Contractor, Owner will compensate Engineer for additional services and deduct the amount paid from payment or payments to Contractor.

1.6 ADDITIONAL INSPECTION COSTS

A. Substantial Completion: Owner will compensate Engineer for inspection services rendered between the scheduled date of Substantial Completion and the actual date of Substantial Completion and deduct the amounts paid from payment or payments to Contractor.

B. Final Completion: Owner will compensate Engineer for inspection services rendered between the scheduled date of final completion and the actual date of final completion and deduct the amounts paid from payment or payments to Contractor.

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Closeout Procedures

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1.7 CLOSEOUT SUBMITTALS

A. Contractor:

1. Provide closeout submittals as required in the Contract Documents.

2. These submittals shall include, but not necessarily be limited to:

a. Project record documents.

b. Operation and maintenance manuals.

c. Guarantees.

d. Spare parts and maintenance materials.

e. Instruction in operation of all systems.

1.8 EVIDENCE OF PAYMENTS AND RELEASE OF LIENS

A. Affidavits:

1. Submit with final Application for Payment an affidavit of payment of debts and release of claims.

2. Affidavit shall include:

a. Contractor's release or waiver of lien.

B. Execution: All submittals shall be duly executed before delivery to Engineer.

1.9 FINAL ADJUSTMENT OF ACCOUNTS

A. Final Statement: Submit a final statement of accounting, which reflects all adjustments, to Engineer. This statement shall contain the following:

1. Original Contract Price.

2. Additions and deductions.

3. Total Contract Price as adjusted.

4. Previous payments.

5. Sum remaining due.

B. Final Change Order: Engineer will prepare a final Change Order reflecting approved adjustments to the Contract Price not previously made by Change Orders.

1.10 FINAL APPLICATION FOR PAYMENT

A. Contractor shall submit a final Application for Payment in accordance with the requirements of the Contract Documents.

B. Disposition of Final Application for Payment:

1. If the final Application for Payment and the Work are acceptable in accordance with the Contract

Documents:

a. Engineer will, within 10 days after receipt of the Application for Payment:

1) Submit to Owner a written recommendation for payment.

2) Submit to Owner and Contractor a written notice that the Work is acceptable subject to the provisions of the General Conditions.

b. Owner will, within 30 days after receipt of the Application for Payment and Engineer's recommendation in accordance with the Contract Documents, pay to Contractor the amount recommended.

2. If the Application for Payment, the Work, or both are unacceptable:

a. Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment.

b. Contractor shall make the necessary corrections and resubmit the Application for Payment.

3. Final Completion Delayed:

a. Upon receipt of Contractor’s final Application for Payment and recommendation by Engineer, Owner shall make payment of the balance due for that portion of the Work fully completed and accepted if Engineer confirms that final completion of the Work is significantly delayed through no fault of Contractor.

b. Payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims.

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Closeout Procedures

Section 01 77 00

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

END OF SECTION 01 77 00

Project Number 241338

33 01 32 – 1

TV Inspection of Sewer Pipelines

Section 33 01 32

SECTION 33 01 32 - TV INSPECTION OF SEWER PIPELINES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the television inspection of sanitary pipelines to determine the detailed condition and to collect data of every notable feature, defect, or other important information. The sewer line sections shall be visually inspected by means of a pan and tilt closed-circuit television camera. The inspection will be done on one sewer section at a time and the flow in the section being inspected will be suitably controlled as specified.

1.3 UNIT PRICE - MEASUREMENT AND PAYMENT

A. Basis of Measurement: Shall be Lineal Foot.

B. Basis of Payment: Includes supplying of televising equipment, setup, inspection, flow and traffic control and hard and electronic copies of reports.

1.4 SUBMITTALS

A. Informational Submittals: For Audio-video Recordings: Submit the following for the specified pipelines.

1. Copy of PACP Certifications for Sewer Televising Personnel.

2. Two hard copies of PACP CCTV Reports/Logs.

3. Two electronic copies of televising program including PACP Database, all video pipe recordings, reports, calculations and rankings on 2 separate Flash Drives or Portable Hard Drives.

1.5 QUALITY ASSURANCE

A. Operational Personnel Qualifications:

1. Inspection shall be performed in accordance with the most current NASSCO PACP.

2. Inspection shall be performed by NASSCO PACP certified operators and experienced in all aspects of sewer inspection and capable of making accurate observations and coding all conditions that may be encountered in sewers.

3. The inspection contractor must have an internal quality assurance/quality control program in place and all inspection data shall be subjected to the procedures prior to submittal to the Owner. The Engineer will perform QA/QC audits on submitted data. Coding accuracy will be a function of the number of defects or construction features not recorded or omitted as well as the correctness of coding and classifications recorded. Coding accuracy will meet the following requirements:

a. Header accuracy: 95%.

b. Detail/ defect coding accuracy: 85%.

1) Inspections failing to meet these criteria will be rejected, re-inspected if required, recoded, and resubmitted at no additional cost to the Owner.

B. Contractor or Proposed Subcontractor’s Qualifications:

1. For the portion of the Work proposed to be contracted to them, shall:

a. Have a minimum of 3 years of experience in the field of sewer pipeline inspection by means of CCTV and have the required capital, organization, and equipment to perform the Work in strict accordance with the terms and provisions of the Contract Documents.

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TV Inspection of Sewer Pipelines

Section 33 01 32

b. Have successfully carried out work similar in nature, scope and value to the Work and demonstrate that within the past 3 consecutive years prior to the Bid, the Contractor has successfully completed over 500,000 feet of previous CCTV on sewers for condition assessment purposes. Inspection of new infrastructure for acceptance purposes shall not be deemed as representative experience. For each project submitted to meet the experience requirements, indicate the following:

1) Name and location of project.

2) Name, address, and telephone number of Owner or Engineer.

3) Brief description of work to include length and diameter of pipelines inspected.

4) Amount of contract.

5) Date of Completion

2. The Contractor shall submit, for Owner's approval, documentation to demonstrate the following experience of the staff proposed for this Project:

a. Operator certification documentation of each CCTV operator's NASSCO PACP certificate. The

PACP certificate for all Operators performing work on this project shall be current on the day of the Contractor's submission and shall remain current throughout the performance of this work.

b. Documentation of supervisors' and operators' training certifications, listing of completed projects, and a minimum of 5 years of experience in the internal CCTV inspection of sewers.

C. Television Inspection: Camera Operative in Submerged Conditions.

1. Minimum 460H and 400V line resolution video picture.

2. Video: MPG format compatible with playback on any standard computer.

PART 2 - PRODUCTS

2.1 EQUIPMENT

A. Sewer CCTV Video Inspection Equipment:

1. The color television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe for a distance of 5 full pipe diameters down the sewer. The camera shall be operative in 100% humidity conditions, and have a high resolution lens capable of scanning 360 degrees circumference and 270 degrees in a horizontal axis to televise sewer lines and laterals.

a. An unclear picture due to the lack of lighting or the presence of fog, steam, or excessive humidity will be considered unsatisfactory. The Contractor is responsible for identifying and implementing corrective actions to obtain suitable video quality.

2. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Owner’s Representative; and if unsatisfactory, equipment shall be removed. No payment will be made for an unsatisfactory inspection.

3. The inspection equipment shall be capable of inspecting a minimum 1,000 linear feet of sewer line without access to a manhole in between. The inspection equipment shall have an accurate footage counter that displays on a remote monitor the exact distance of the camera from the centerline of the starting manhole.

2.2 SOFTWARE

A. CCTV software shall be NASSCO-PACP Certified and compatible with Owner’s software if noted.

PART 3 - EXECUTION

3.1 TELEVISION INSPECTION

A. Sewer Flow Control:

1. The Contractor shall reduce the flow by use of pipe plugging or bypass pumping when sewer line depth of flow at the upstream manhole of the manhole section being worked is above maximum allowable.

Pipe plugging and/or bypass pumping shall be performed while maintaining un-interrupted sewer flow to local users. The Contractor must display at least 70% of the pipe wall at all times during inspection so that defects, features, and other notable information can be collected or to keep the camera lens above the water surface, whichever is less.

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TV Inspection of Sewer Pipelines

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2. Plugging or Blocking - A sewer line plug shall be inserted into the line upstream of the section being worked. The plug shall be so designated that all or any portion of the sewage can be released. During television inspection, flow shall be reduced to within the limits specified above. After the work has been completed, flow shall be restored to normal.

3. When pumping and bypassing is required, the Contractor shall supply the pumps, conduits, and other equipment to divert the flow of sewage around the manhole section in which work is to be performed.

The bypass system shall be of sufficient capacity to handle existing flow plus additional flow that may occur during a rainstorm. The Contractor will be responsible for furnishing the necessary labor and supervision to set up and operate the pumping and bypassing system. If pumping is required on a 24-hour basis, engines shall be equipped in a manner to keep noise to a minimum.

a. Provide sufficient pumping capacity to meet the following:

1) Dry Weather Flows (DWF)

a) Spring: Average DWF = 3,500 gpm, Daily Peak = 3,900 gpm

b) Summer/ Fall: Average DWF = 2,500 gpm, Daily Peak = 2,900 gpm

2) Wet Weather Flows (WWF)

a) Peak Observed: 9,000 gpm

b) Design Event WWF: 1yr, 24hr (2.17”) = 9,000 gpm, 5 yr, 24 hr (2.89”) = 10,000 gpm

4. When flow in a sewer line is plugged, blocked, or bypassed, sufficient precautions must be taken to protect the sewer lines from damage that might result from sewer surcharging. Further, precautions must be taken to ensure that sewer flow control operations do not cause flooding or damage to public or private property being served by the sewers involved. At no time shall sewage be pumped in or allowed to flow into a catch basin, storm sewer, or open watercourse.

5. Notify the Owner 3 working days prior to implementing bypass pumping. Also, sewers shall not be bypassed during or immediately following a large rain event.

B. Sewer Cleaning: Clean pipelines prior to televising using an approved method in accordance with the specification for Sewer Cleaning. Cleaning must be done so that at least 90% of the pipeline is free of solids, sediment, or debris.

C. Traffic Control: Provide traffic control measures in accordance with state and local regulations including obtaining necessary permits and payment of associated permit fees.

D. Inspection:

1. Move camera through pipe line at a uniform rate.

2. The camera should be centered in the pipe to provide accurate measurements.

3. Speed of travel shall be slow enough to inspect each pipe joint, tee connection, structural deterioration, infiltration and inflow source, and deposits, but shall not exceed 30 feet per minute.

4. Stop camera as necessary to ensure proper documentation of pipe's conditions.

5. When coding defective taps, the Contractor shall conform to NASSCO requirements and shall note the most significant observed defect seen within the laterals within the remarks column having appropriate dimensioning, percentage values and clock references relating to its defect.

6. Video shall be continuously monitored from manhole to manhole.

7. If during the inspection operation, the camera will not pass through the entire manhole section, the

Contractor shall set up equipment so that the inspection can be performed from the opposite manhole.

8. If the camera encounters a dip in the sewer such that water is standing above the springline of the sewer pipe, or if the camera lens becomes submerged because of a dip, the camera rig shall be withdrawn from the sewer and inserted from the other end as far as possible. At all times, backflooding into the reach from the adjacent section shall be prevented.

9. Television inspection shall be performed during low flow conditions. The Engineer will reject any inspection that, because of high flow conditions or any other reason, does not produce an effective survey of the sewer pipe. If the water level is greater than 25 percent of the pipe diameter, conventional television inspection shall not be attempted without prior approval from the Engineer. Alternative inspection methods should be presented to the Engineer.

10. If a new…