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2012 DUKE ENERGY CCTV, SURVEY, AND CLEAN CONTRACT, LEGACY AREA 3

Detailed Provisions

Table of Contents

PART I. SCOPE AND EXECUTION OF WORK  4 

Section 1 – Scope of Work  4 Section 1.1 – Sanitary and Combined Sewers  4 Section 1.2 – Storm Sewers  5 

Section 2 – Specifications of CCTV Inspections and Sewer Maintenance  6 Section 2.1 – Sanitary and Combined Mainline Sewers  6 

Section 2.1.1 – Initial CCTV Inspection for Sanitary and Combined Mainline Sewers  6 Section 2.1.2 – Sewer Maintenance for Sanitary and Combined Sewers  6 

2.1.2.1 – Light Sewer Cleaning  7 2.1.2.2 – Heavy Sewer Cleaning  7 2.1.2.3 – Grinding of Intruding Break‐In Connections  7 

Section 2.1.3 – Final CCTV Inspection for Sanitary and Combined Mainline Sewers  7 Section 2.2 – Sanitary and Combined Sewer Laterals  7 Section 2.3 – Storm Sewers  8 

Section 2.3.1 – Initial CCTV Inspection for Storm Sewers  8 Section 2.3.2 – Sewer Maintenance for Storm Sewers  8 

2.3.2.1 – Heavy Storm Sewer Cleaning  8 2.3.2.2 – Grinding of Intruding Break‐In Connections  9 

Section 2.3.3 – Final CCTV Inspection for Storm Sewers  9 Section 2.4 – Storm Sewer Laterals  9 Section 2.5 – Sewer Main or Lateral Breach  9 

Section 3 – Survey of Building Laterals, Manholes, and Buried/Blind Connections  10 Section 3.1 – Sewer Locations to be Surveyed  10 Section 3.2 – Formatting of Survey Information  10 

Section 4 – Submittals  10 Section 4.1 – Requirements of all CCTV and Sewer Maintenance Submittals  10 Section 4.2 – Requirements of all Survey Data Submittals  11 

Section 5 – Project Manager (PM)  11 

PART II. SPECIAL PROVISIONS  12 

Section 1 – Requirements and Qualifications for Contractor and Subcontractors  12 Section 1.1 – Requirements for Supervisors and Foremen  12 

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Section 1.2 – Requirements for CCTV Operators  12 

Section 2 – Pre‐Construction Meeting  12 Section 2.1 – Personnel, Documentation, and Submittals Required at Pre‐Construction Meeting  12 

Section 3 – Work Schedule  13 Section 3.1 – Site Safety  13 

Section 3.1.1 – Site Safety Plan  13 Section 3.1.2 – Notifications to Customers  13 

Section 3.2 – Notification of Work to MSD  13 

Section 4 – Suspension or Stoppage of Work  14 

Section 5 – Working Restrictions  14 

Section 6 – Emergency Response  14 

Section 7 – Progress Meetings and Project Close‐Out  15 Section 7.1 – Progress Meetings  15 Section 7.2 – Project Close‐Out  15 

Section 7.2.1 – Initial Project Close‐Out Meeting  15 Section 7.2.2 – Final Project Close‐Out Meeting  15 

Section 8 – Reference Documents  16 

Section 9 – Additional Responsibilities and Liabilities  16 

PART III. GENERAL PROVISIONS  18 

Section 1 – Traffic and Roadways  18 Section 1.1 – Maintenance of Local Traffic  18 Section 1.2 – Permits and Notification of Authorities  18 Section 1.3 – Safety Requirements  18 

Section 2 – Access, Use, and Restoration of Premises  19 Section 2.1 – Use of Public Property  19 Section 2.2 – Use of Private Property  19 Section 2.3 – Protection of Trees  19 

Section 3 – Other Utilities  20 Section 3.1 – Access to Municipal Water Supplies  20 Section 3.2 – Notification of Excavation to Utility Agencies  20 

Section 4 – Requirements for Restoration, Construction, and Excavation  20 Section 4.1 – Remediation of Excavated Trenches and Drainage Ditches  21 Section 4.2 – Restoration of Paved Areas  21 Section 4.3 – Restoration of Unpaved Areas  21 

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Section 5 – Requests to MSD for Supplemental Information  22 

PART IV. PAYMENT FOR WORK  23 

Section 1 – Measurement and Payment  23 Section 1.1 – Payment for CCTV Inspections  23 Section 1.2 – Payment for Sewer Maintenance  23 Section 1.3 – Payment for Survey Work  23 Section 1.4 – Incidental Costs  23 

Section 2 – Invoicing  24 

Section 3 – Performance and Payment Bond  24 

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PART I. SCOPE AND EXECUTION OF WORK

Section 1 – Scope of Work

The sewer cleaning services and Closed Circuit Television (CCTV) inspections described in the Parts and Sections below, hereinafter the “Work,” shall be performed in good faith by the bidder awarded this Contract, hereinafter the “Contractor.”

Section 1.1 – Sanitary and Combined Sewers The sections of sewer to be cleaned and televised via this contract will be located primarily within the public Right of Way designations, although there will also be some sewer sections which are located within public easements on private property. The Contractor shall assume sole responsibility for acquiring access to all sewer sections as well as for any needed restoration to public or private property after the Work has been completed. The Contractor shall also adhere to all site safety and traffic safety plans, including a variable level of traffic control appropriate for the traffic pattern at the Work site (see Part III, Section 1). The Contractor shall be responsible for:

• Televising the sewer, inspecting the upstream and downstream manholes, and documenting all observations. This initial televising shall be in PACP and shall follow all PACP V6.0 standards. (See Section 2.1.1)

• Electronically locating and surveying each Manhole, Buried Manhole, and Blind Connection. (See Section 3)

• Inspecting each individual sewer lateral from the main sewer line to the house foundation. All building sewers must be accounted for. Waivers may only be issued at the sole discretion of the Duke Energy Inspector. This televising shall be in LACP and shall follow all LACP V6.0 standards. (See Section 2.2)

• Electronically locating and surveying each individual sewer lateral at the point of connection to the main sewer, at the Right of Way line, and at all significant changes of direction within the Right of Way designation. (See Section 3)

Additionally, the MSD Project Manager (PM) has the sole authority to determine if Additional Work will be required. This Additional Work may include light sewer cleaning, grinding protruding break-in service connections, and/or heavy cleaning of the sewer; the heavy cleaning bid item does include removal of all obstructions in the storm sewer but does not include grinding protruding break-in service connections. Each item shall be issued separately and paid the appropriate unit bid rate. In the event that the MSD PM issues any Additional Work, the Contractor shall be responsible for:

• Performing any and all assigned Additional Work per the MSD PM’s direction. (See Section 2.1.2)

• Conducting a final televising of the sewer section to evaluate the condition of the sewer after all appropriate cleaning, trimming, grinding, and flushing has been performed. This final televising shall be in PACP and shall follow all PACP V6.0 standards. (See Section 2.1.3)

For all mainline sewer (PACP) CCTV work, the Contractor shall be responsible for employing various flow control methods as appropriate to ensure visibility of the entire circumference of the sewer. These

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may include, but are not limited to, flushers and/or jetters, and any costs incurred shall be incidental to this contract; however, it is not the intent of this specification to require bypass pumping to control heavy flow. It may also be necessary for the Contractor to delay PACP inspections after major rain events until the sewer level has receded to a more typical dry weather flow.

Any extraordinary effort needed to access any laterals must be approved by the Duke Energy Inspector. Toilet removal and inside cleanout installation will be performed as needed by an MSD contract plumber.

Section 1.2 – Storm Sewers The sections of storm sewer to be cleaned and televised via this contract will be located primarily within the public Right of Way designations. However, there will also be some storm sewer sections which are located within public easements on private property. The Contractor shall assume sole responsibility for acquiring access to all storm sewer sections as well as for any needed restoration to public or private property after the Work has been completed. The Contractor shall also adhere to all site safety and traffic safety plans, including a variable level of traffic control appropriate for the traffic pattern at the Work site (see Part III, Section 1). The Contractor shall be responsible for:

• Televising the storm sewer, inspecting the upstream and downstream manholes, and documenting all observations. This initial CCTV inspection shall be accompanied by a General Flush to remove loose debris in the storm sewer. This CCTV inspection shall also be in PACP and follow all PACP V6.0 standards. (See Section 2.3.1)

• Inspecting each individual storm sewer lateral from the main storm sewer line to the catch basin. Waivers may only be issued at the sole discretion of the Duke Energy Inspector. This televising shall be in LACP and shall follow all LACP V6.0 standards. (See Section 2.4)

Additionally, the Duke Energy Inspector has the sole authority to determine if Additional Work will be required. This Additional Work may include grinding protruding break-in connections and/or heavy cleaning of the storm sewer; the heavy cleaning bid item does include removal of all obstructions in the storm sewer but does not include grinding protruding break-in connections. Each item shall be issued separately and paid the appropriate unit bid rate. In the event that the Duke Energy Inspector issues any Additional Work, the Contractor shall be responsible for:

• Performing any and all assigned Additional Work per the Duke Energy Inspector’s direction. (See Section 2.3.2)

• Conducting a final televising of the storm sewer section to evaluate the condition of the storm sewer after all appropriate cleaning, trimming, grinding, and flushing has been performed. This final televising shall be in PACP and shall follow all PACP V6.0 standards. (See Section 2.3.3)

For all mainline storm sewer (PACP) CCTV work, the Contractor shall be responsible for employing various flow control methods as appropriate to ensure visibility of the entire circumference of the storm sewer. These may include, but are not limited to, flushers and/or jetters, and any costs incurred shall be incidental to this contract; however, it is not the intent of this specification to require bypass pumping to control heavy flow. It may also be necessary for the Contractor to delay PACP inspections after major rain events until the sewer level has receded to a more typical dry weather flow.

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Section 2 – Specifications of CCTV Inspections and Sewer Maintenance

All CCTV Work to be performed via this contract shall conform to all current PACP and LACP standards, as appropriate, except where specifically instructed otherwise by the MSD PM. These standards include, but are not limited to: speed of camera travel, coding of defects/structural features/observations, panning of defects/structural features, camera lighting, header information, flow control, and reversal inspections. MSD CAGIS standards and designations shall apply for header information including, but not limited to, manhole numbers, pipe segment IDs, lateral names and identification, and previously undocumented manholes.

Additionally, all CCTV Work to be performed via this contract shall be carried out utilizing a color pan and tilt rotating head camera specifically designed and constructed for sewer inspection. All CCTV work shall be recorded entirely in digital MPEG-1 format with an appropriate PACP/LACP database file (NASSCO PACP/LACP V6.0 Certified Access Database), and all video must be continuously metered.

Section 2.1 – Sanitary and Combined Mainline Sewers All mainline sewer segments included in this contract shall be subjected to an Initial CCTV Inspection, and may be subjected to Additional Work in the form of Sewer Maintenance and Final CCTV Inspection, as defined in the specifications below. All mainline sewer CCTV inspections shall include a full panning of each manhole accessed at any part of any CCTV inspection as well as a full PACP inspection and report as described above.

Section 2.1.1 – Initial CCTV Inspection for Sanitary and Combined Mainline Sewers An Initial CCTV Inspection shall be performed on each section of sewer included in this contract. This Initial Inspection shall be performed prior to any cleaning and shall be in PACP. If an issue of any sort prevents the completion of a manhole-to-manhole (MH-MH) survey the Contractor shall notify the MSD PM immediately. Additionally, the Contractor shall attempt to complete the MH-MH inspection by televising the pipe beginning at the other manhole and recording an inspection of the opposite direction as the first; this reverse inspection must immediately follow the original direction in the report.

Section 2.1.2 – Sewer Maintenance for Sanitary and Combined Sewers If the Initial CCTV Inspection indicates that 10% or more of the inside diameter of the sewer is obstructed at any point and requires Sewer Maintenance, the Contractor shall attempt to contact the MSD PM immediately for direction. The PM may then, at his discretion, authorize any appropriate sewer cleaning/grinding to clear the sewer of all obstacles, roots, debris, etc. In the event that the MSD PM is unable to be reached, the Contractor may use his or her best professional judgment to determine what, if any, method of cleaning/grinding/flushing may be required to clear the obstacle(s) from the sewer. Regardless of the method chosen, the Sewer Maintenance will only be considered complete if the obstacles in the sewer pipe (excepting break-in connections) have been reduced to 5% or less of the inside diameter of the pipe. The Contractor shall dispose of all debris and material collected in any sewer cleaning effort at a location to be provided and directed by the MSD PM.

All Sewer Maintenance will be paid according to bid rates for the categories defined below. MSDGC reserves the right to require additional documentation for each segment of pipe subjected to Sewer Maintenance of any sort. This documentation should indicate the type of cleaning performed and include any pertinent information (e.g., before/after snapshots of the sewer) to verify the cleaning process.

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2.1.2.1 – Light Sewer Cleaning Light Sewer Cleaning will be administered for sewers containing debris, gravel, mud, sticks, and other types of loose materials within the sewer pipe. This will require an unlimited number of passes of a hydraulic flusher to remove all loose materials, including those which may have washed up into service connections or manhole bench walls, and collect them for removal in the downstream manhole. This bid item does not include any root cutting, deposit removal, or grinding of intruding break-in connections.

2.1.2.2 – Heavy Sewer Cleaning Heavy Sewer Cleaning will be administered for sewers containing obstructions which are unlikely to be removable via Light Sewer Cleaning (e.g., roots, mineral deposits, hardened grease deposits, etc.). All obstacles (except intruding break-in taps) must be removed under this bid item; this includes all loose materials as well as all deposits, roots, etc. This will require an unlimited number of passes by high velocity hydro-cleaning equipment. Mechanical or hydraulic cutters may also be employed at no additional cost to MSDGC.

In the event that hydraulic or mechanical cutting, grinding, etc. is needed to perform the services in this bid item, the Contractor shall assume full responsibility for ensuring the safety and integrity of the sewer pipe. This will require the use of remote CCTV equipment to monitor the Work progress and ensure that the sewer and all lateral connections are undamaged by the cutting process. The Contractor shall replace any sewer pipe damaged in this fashion via point repair at no additional cost to MSDGC. The Contractor may utilize structural grout in lieu of a point repair solely at the direction/approval of the MSD PM.

2.1.2.3 – Grinding of Intruding Break-In Connections As mentioned throughout this Contract, it is not the intent of MSDGC to require the grinding of intruding lateral connections as part of a sewer cleaning effort. However, when one or more intruding break-in connections prevent a full MH-MH CCTV inspection and even a reversal inspection cannot provide coverage of the entire sewer, grinding of break-in connections may be necessary.

As in Section 2.1.2.2, this grinding will require the use of CCTV equipment to monitor the Work progress and ensure that the sewer is undamaged by this process; the Contractor shall assume full responsibility for ensuring the safety and integrity of the sewer and shall replace any sewer pipe damaged in this fashion via point repair at no additional cost to MSDGC. The Contractor may utilize structural grout in lieu of a point repair solely at the direction/approval of the MSD PM.

Section 2.1.3 – Final CCTV Inspection for Sanitary and Combined Mainline Sewers A Final CCTV Inspection shall be performed on each section of sewer which was subjected to any cleaning and/or grinding as per Section 2.1.2. This Final CCTV Inspection shall be in PACP and follow all standards as described elsewhere in this specification. Additionally, this Final CCTV Inspection must show that after cleaning all roots, deposits, debris, etc. have been reduced to 5% or less of the pipe’s interior diameter as described in Section 2.1.2.

Section 2.2 – Sanitary and Combined Sewer Laterals All sewer laterals included in this specification shall be subjected to a CCTV inspection from the main sewer line to the house/building foundation, at a minimum. This CCTV inspection shall be in LACP and conform to all current MSD and LACP standards. If a full mainline-to-foundation inspection is unable to

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be completed due to an obstruction of any sort, said obstruction must be reported to the MSD PM immediately.

If a bulkhead is visible from the main sewer line it is not necessary to perform an LACP inspection for that lateral. However, if a sewer lateral is labeled as “capped” but the bulkhead is not visible from the mainline (i.e., the lateral may be open) then the lateral must be subjected to a proper LACP CCTV inspection to confirm lateral status and determine the location of the bulkhead if the lateral is indeed capped.

Section 2.3 – Storm Sewers All storm sewer segments included in this contract shall be subjected to an Initial CCTV Inspection, and may be subjected to Additional Work in the form of Storm Sewer Maintenance and Final CCTV Inspection, as defined in the specifications below. All storm sewer CCTV inspections shall include a full panning of each manhole accessed at any part of any CCTV inspection as well as a full PACP inspection/report as described above.

Section 2.3.1 – Initial CCTV Inspection for Storm Sewers An Initial CCTV Inspection shall be performed on each section of storm sewer included in this contract. A General Flush to remove loose debris and thus aid/facilitate the CCTV Work shall precede this Initial CCTV Inspection. This Initial CCTV Inspection shall be in PACP. If an issue of any sort prevents the completion of a manhole-to-manhole (MH-MH) survey the Contractor shall notify the Duke Energy Inspector immediately. Additionally, the Contractor shall attempt to complete the MH-MH inspection by televising the pipe beginning at the other manhole and recording an inspection of the opposite direction as the first; this reverse inspection must immediately follow the original direction in the report.

Section 2.3.2 – Sewer Maintenance for Storm Sewers If the Initial CCTV Inspection indicates that 10% or more of the inside diameter of the storm sewer remains obstructed after the General Flush and requires Sewer Maintenance, the Contractor shall attempt to contact the Duke Energy Inspector immediately for direction. The Inspector may then, at his/her discretion, authorize any appropriate storm sewer cleaning/grinding to clear the storm sewer of all obstacles, roots, debris, etc.

All Sewer Maintenance for storm sewers will be paid according to bid rates for the categories defined below. Additional documentation may be required for each segment of storm pipe subjected to Sewer Maintenance of any sort. This documentation should indicate the type of maintenance performed and include any pertinent information (e.g., before/after snapshots of the storm sewer) to verify the cleaning process. Regardless of the method chosen, the Storm Sewer Maintenance will only be considered complete if the obstacles in the storm sewer pipe (excepting break-in connections) have been reduced to 5% or less of the inside diameter of the pipe. The Contractor shall dispose of all debris and material collected in any storm sewer cleaning effort (including the initial General Flush) at a location to be provided and directed by the MSD PM.

2.3.2.1 – Heavy Storm Sewer Cleaning Heavy Storm Sewer Cleaning may be administered for storm sewers containing obstructions which were unable to be removed via the General Flush which accompanied the Initial CCTV Inspection (e.g., roots, mineral deposits, hardened grease deposits, etc.). All obstacles (except intruding break-in connections)

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must be removed under this bid item; this includes all loose materials as well as all deposits, roots, etc. This will require an unlimited number of passes by high velocity hydro-cleaning equipment. Mechanical or hydraulic cutters may also be employed at no additional cost.

In the event that hydraulic or mechanical cutting, grinding, etc. is needed to perform the services in this bid item, the Contractor shall assume full responsibility for ensuring the safety and integrity of the storm sewer pipe. This will require the use of remote CCTV equipment to monitor the Work progress and ensure that the storm sewer and all lateral connections are undamaged by the cutting process. The Contractor shall replace any storm sewer pipe damaged in this fashion via point repair at no additional cost. The Contractor may utilize structural grout in lieu of a point repair solely at the direction/approval of the MSD PM.

2.3.2.2 – Grinding of Intruding Break-In Connections As mentioned throughout this Contract, it is not the intent of MSDGC to require the grinding of intruding lateral connections as part of a storm sewer cleaning effort. However, when one or more intruding break-in connections prevent a full MH-MH CCTV inspection and even a reversal inspection cannot provide coverage of the entire storm sewer, grinding of break-in connections may be necessary.

As in Section 2.3.2.2, this grinding will require the use of CCTV equipment to monitor the Work progress and ensure that the storm sewer is undamaged by this process; the Contractor shall assume full responsibility for ensuring the safety and integrity of the storm sewer and shall replace any storm sewer pipe damaged in this fashion via point repair at no additional cost. The Contractor may utilize structural grout in lieu of a point repair solely at the direction/approval of the MSD PM.

Section 2.3.3 – Final CCTV Inspection for Storm Sewers A Final CCTV Inspection shall be performed on each section of storm sewer which was subjected to any cleaning and/or grinding as per Section 2.3.2. This Final CCTV Inspection shall be in PACP and follow all standards as described elsewhere in this specification. Additionally, this Final CCTV Inspection must show that after cleaning all roots, deposits, debris, etc. have been reduced to 5% or less of the storm pipe’s interior diameter as described in Section 2.3.2.

Section 2.4 – Storm Sewer Laterals All sewer laterals included in this specification shall be subjected to a CCTV inspection from the main storm sewer line to the catch basin. This CCTV inspection shall be in LACP and conform to all current MSD and LACP standards. If a full storm sewer-to-catch basin inspection is unable to be completed due to an obstruction of any sort, said obstruction must be reported to the Duke Energy Inspector immediately.

Section 2.5 – Sewer Main or Lateral Breach If any sanitary, combined, or storm sewer line or lateral is found to have been breached by a gas main or service line, the Contractor shall televise all sanitary, combined, and storm main, lateral, and drain sewer lines within a 500 foot (500’) radius of the located breach. If another breach is located within this 500’ radius, all sewer lines must be televised within an additional 500’ radius from the second breach. All CCTV work performed due to a breach shall be documented and invoiced separately from routine CCTV inspections.

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Once a breach has been located and exposed, the Contractor shall notify the Duke Energy Inspector. Under no circumstance shall the Contractor take it upon him/herself to separate any gas main or service. All repairs involving gas shall be performed by Duke Energy or a qualified gas contractor.

Upon completion of a breach repair, the Contractor shall provide documentation of the repair to the MSD PM. This documentation shall include digital pictures of the breach location taken both before and after said repair, as well as any other pertinent information to be required at the discretion of the MSD PM.

Section 3 – Survey of Building Laterals, Manholes, and Buried/Blind Connections

In an effort to supplement and update existing records in the Cincinnati Area Geographic Information System (CAGIS), MSD is looking to obtain surveyed locations for its various assets and appurtenances.

Section 3.1 – Sewer Locations to be Surveyed For each section of sanitary and combined sewer to be televised via this Contract, the Contractor shall collect the following surveyed data points:

• Center of upstream manhole (including manhole number and rim elevation) • Center of downstream manhole (including manhole number and rim elevation) • Blind connections (including manhole number if available) • Lateral location, including depth, at:

o Point of connection to main sewer line o Any and all significant changes of direction within the public Right of Way o Any bulkhead not visible from the main sewer line o The public Right of Way o Any and all nearby cleanouts (including rim elevation and lid type)

Section 3.2 – Formatting of Survey Information All survey data shall be formatted and submitted electronically, in state plane coordinates, US Survey Feet, and ASCII format (Pt#,N,E,Elev,Desc); see Appendix C for Codes, Fields, and ASCII format. All horizontal coordinates shall be based upon the North American Datum of 1983 (NAD 83) and shall be accurate within one tenth of one foot (0.1 feet). All vertical coordinates (elevations) shall be based upon the North American Vertical Datum of 1929 (NAVD 29) and shall be accurate within one tenth of one foot (0.1 feet).

Section 4 – Submittals

All Work completed and submitted to MSDGC for processing and payment shall follow the specifications detailed in the subsections below.

Section 4.1 – Requirements of all CCTV and Sewer Maintenance Submittals All submittals and documentation of PACP and LACP inspections, as well as any Sewer Cleaning, shall conform to the following specifications:

• Each PACP database file and its corresponding video files shall contain Work from only 1 (one) inspector and only 1 (one) Work Category (e.g., Mainline PACP, LACP, Storm PACP).

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• Each PACP database shall include inspections from only one calendar month • Each PACP Video File must be in standard *.mpg format and named as described below:

o [month]_[day]_[year]-[hour]_[minute]_[AM/PM]-[Inspector Name].mpg o e.g., “1 03 2012-11 23 AM-M LONGMIRE.mpg”

• Each LACP Video File must be in standard *.mpg format and named as described below: o [month]_[day]_[year]-[hour]_[minute]_[AM/PM]-[Inspector Name]-

[address]_[street].mpg o e.g., “1 02 2012-07 51 PM-E SCHNEIDER-842 SUNDERLAND DR.mpg”

• All PACP and LACP inspections must be submitted within 10 (ten) calendar days of the date of Work.

o MSDGC shall have the right to deduct 10% of the price of any such submittals for those submittals that are submitted later than ten (10) days of the date of Work.

• Each individual submittal shall contain an electronic Summary Document, a template of which shall be provided by MSDGC, sorted by Work Category (e.g., mainline PACP and lateral LACP) and then by Inspector, detailing all the performed Work included in said submittal.

• In the case of rejection of a whole or any part of a submittal, Contractor shall have an additional 10 (ten) calendar days from the date of notification of said rejection to address, correct, and/or re-perform and then re-submit said Work to MSDGC.

Section 4.2 – Requirements of all Survey Data Submittals All survey data shall be submitted to MSD within thirty (30) days of the date of the Initial CCTV Work; MSDGC shall have the right to deduct 10% of the price of any such submittals for those submittals that are submitted later than thirty (30) days of the date of the Initial CCTV Work.

Survey data submittals shall be submitted as ASCII text files (*.txt) and formatted as specified in Section 3.2. The text file(s) shall be sent via email to Randy Schneider and Robb Brown of MSD, with carbon copies (CCs) to Dan Sowers and Jim Weidner of MSD.

Section 5 – Project Manager (PM)

This Contract shall be administered by and performed under the direction of the MSDGC Project Manager, Randall Schneider. Questions pertaining to this Contract, both before and after the execution thereof, may be addressed to Mr. Schneider at Metropolitan Sewer District of Greater Cincinnati, 225 West Galbraith Road, Cincinnati, OH 45215; additionally, he may be reached via email at Randy.Schneider@cincinnati-oh.gov or via telephone at 513-352-4206.

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PART II. SPECIAL PROVISIONS

Section 1 – Requirements and Qualifications for Contractor and Subcontractors

The Contractor whose bid is accepted must be an approved, bonded contractor with the City of Cincinnati Department of Transportation Engineering (DOTE) prior to the Pre-Construction Meeting. Additionally, the project staff performing the Work on this Contract shall meet the requirements/qualifications detailed below. The list of project staff members designated as essential personnel in the organizational chart (see Section 2.1) may not be amended in any way without the permission of the Metropolitan Sewer District (MSD) Project Manager (PM).

Section 1.1 – Requirements for Supervisors and Foremen The Contractor must have an onsite field supervisor with a minimum of five years of experience specializing in the cleaning and televising of sewers. The Contractor may substitute a foreman for each crew in lieu of the onsite field supervisor. These foremen must have the same level of specialized experience described above for the onsite field supervisor.

A successful bid must include no fewer than two professional references per supervisor/foreman listed as having the experience described above to verify said experience. These references shall include the name, title, phone number, address, and company/agency name of each reference. Additionally, these references must be contract managers or other such persons of authority over previous cleaning and televising work performed by the supervisor/foreman in question.

The Contractor must have supervisors and/or foremen meeting the above requirements and qualifications for each Work site and/or Work crew, respectively, throughout the duration of the contract.

Section 1.2 – Requirements for CCTV Operators Each CCTV operator must have current PACP certification for all Work done on sanitary, combined, and storm sewer lines. Additionally, each CCTV operator must have current LACP certification for all Work done on lateral sewer lines connecting to all sanitary, combined, and storm main sewer lines.

Section 2 – Pre-Construction Meeting

Following the award of the Contract and before the commencement of any Work, the Contractor and members of his/her staff shall meet with the MSD PM in a Pre-Construction Meeting (Pre-Con) to discuss and address any potential issues with the Work. The Contractor will be notified of the date, time, and place of the meeting.

Section 2.1 – Personnel, Documentation, and Submittals Required at Pre-Construction Meeting Required attendees will be the Contractor, as well as any and all project manager(s), supervisor(s), crew foremen, and/or crew leader(s) that will be involved with or working on this Contract. The Contractor shall also bring the following documentation and submittals to the Pre-Con:

• A copy of advanced notification to residents (see Section 3.1.2). • A comprehensive initial Schedule of the Work to be performed. See Section 3 for details.

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• Proof that the Contractor is an approved, bonded contractor with the City of Cincinnati DOTE. • An organizational chart detailing the following:

o Essential senior personnel (e.g., supervisors, foremen, etc.) o Project management personnel o Technical support personnel

Section 3 – Work Schedule

As described in Section 2.1 above, the Contractor shall produce a detailed Schedule outlining the sequence in which he/she proposes to conduct the Work. This Schedule shall be in standard time-scale logic format and shall provide, at the minimum, a clear description of the Contractor’s intended timetable for project start-up as well as televising and cleaning of sewers. This Schedule must be approved by the MSD PM prior to the performance of any Work.

All submitted Schedule copies shall be on appropriately sized single sheets and in color. The MSD PM may require updates to the Schedule as changes occur. These updates must be submitted to the MSD PM within one business day of the request and must be approved by the MSD PM.

Section 3.1 – Site Safety The Contractor shall, at a minimum, adhere to all Duke Energy and MSD safety policies, procedures, and guidelines. Additionally, the Contractor shall be responsible for the creation and implementation of a detailed Site Safety Plan as well as any and all proper notification to affected MSD and/or Duke Energy customers in the Work area.

Section 3.1.1 – Site Safety Plan The Contractor shall submit a Site Safety Plan for each Work site prior to any CCTV or cleaning Work is to be performed. This Site Safety Plan shall address any and all Work-related safety issues to both the work crews and the public, including but not limited to traffic patterns, ingress/egress, and potential working hour restrictions. The Contractor must submit this Site Safety Plan no later than one week prior to the anticipated date of the commencement of the Work. This plan must be approved by the MSD PM prior to the commencement of any Work.

Section 3.1.2 – Notifications to Customers The Contractor shall be responsible for providing customer notification in the form of door hangers prior to the commencement of any Work. These door hangers shall include business cards with phone numbers for customer contact during normal business hours.

All members of all Contractor and subcontractor work crews must possess and display clearly visible picture ID cards at all times when on a Work site, and must produce said identification immediately upon request by a customer, a Duke Energy Inspector, or an MSD representative. Additionally, all Contractor and subcontractor vehicles must be clearly marked to display the company name, logo, and contact information.

Section 3.2 – Notification of Work to MSD Neither the Contractor nor any subcontractor will perform any Work on any day without notifying the MSD PM. This notification shall include an email to the MSD PM of the daily location sheet, and must be

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received by the MSD PM no later than 8:00 AM (08:00 military time) on the day the Work is to be performed. MSD shall have the right to assess a daily $250.00 reimbursement for any additional CCTV costs incurred by MSD for each instance of the Contractor’s failure to provide proper notification. Such a failure of proper notification may also result in a lack of payment for Work performed.

The Contractor shall also submit weekly updates to the MSD PM regarding the sewer segments, house addresses, etc. on which the Work has been completed. These updates will include a Summary Documentation form to be provided by the MSD PM, copies of all appropriate customer release documents (see Part III, Section 2.2), and any additional information, documentation, or records as deemed necessary by the MSD PM.

Section 4 – Suspension or Stoppage of Work

MSD shall have the right to stop the Work when the MSD PM judges that the Contractor’s work or activities are threatening the health and/or safety of the public or endangering the environment. In the case of such a stoppage of the Work, no further Work shall proceed until a satisfactory resolution has been achieved/implemented and approved as such by the MSD PM.

As described in Part I, Sections 1.1 and 1.2, Work may also be suspended due to inclement weather, antecedent groundwater table conditions, or other such ecological factors outside the control of both MSD and the Contractor. In cases where the Work is so suspended, the Work may not be resumed without the permission of the MSD PM.

Section 5 – Working Restrictions

The Contractor must complete all Work such that no homeowner or other MSD customer is without sewer service unless otherwise directed by the MSD PM. Other agencies having control over roadway closures, local noise ordinances, and other such potentially restricting issues may affect or dictate working hours. Prior to starting the Work, the Contractor shall advise the MSD PM of all such restrictions.

No Work shall be performed on weekends or holidays unless specifically authorized by the MSD PM. Additionally, the MSD PM has the authority to suspend Work indefinitely due to inclement weather. In the event of such a weather-related suspension, Work shall not be resumed until authorized by the MSD PM.

Section 6 – Emergency Response

The Contractor shall provide an emergency phone number to the MSD PM upon the execution of this Contract. This phone number must be active and available to be reached at all hours of all days – 24 hours per day, seven days per week (24/7) – throughout the duration of this Contract. This number is intended for the MSD PM to use in order to contact the evening, weekend, holiday, or emergency work crew. This crew shall be responsible for responding to the site of the emergency within one hour of such a call from the PM. All costs from any emergency responses shall be considered incidental to this Contract and shall not be measured for payment. In the case where this crew fails to respond within the hour, MSD will make all necessary repairs and shall then bill the Contractor for the cost of any and all work performed.

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Section 7 – Progress Meetings and Project Close-Out

Section 7.1 – Progress Meetings The MSD PM will provide a schedule for regularly recurring Progress Meetings as he deems appropriate. Topics covered at these meetings will include:

• A Punch List detailing all outstanding items requiring corrective action of any sort on the part of the Contractor. These corrective actions may include, but are not limited to, correction of submitted Work, repair of damaged public or private property, and restoration of affected public or private forestry, lawns, sidewalks, roadways, etc. All Punch List items must be addressed within seven (7) calendar days or within an alternative timetable approved by the MSD PM. Failure to complete these items within the appropriate time frame may result in a Stop Work notice and/or delay of payment until said items are addressed to the satisfaction of the MSD PM.

• Other issues regarding any reports, submittals, etc. which were not incorporated in or addressed by the Punch List.

• A review/update of the status of pay estimates, invoices, and other budgetary items. • Any issues regarding the scheduling or performance of the Work, including any potential

amendments/updates to the Work Schedule. • Any other pertinent issues related to the Work in this Contract.

Section 7.2 – Project Close-Out Project Close-Out for this Contract shall take place in the form of two meetings: the Initial Project Close-Out Meeting and the Final Project Close-Out Meeting, described below.

Section 7.2.1 – Initial Project Close-Out Meeting Upon substantial completion of the Work, the Contractor and MSD PM shall schedule an Initial Project Close-Out Meeting. This meeting shall be scheduled for no later than November First, 2012 (11/1/12).

This meeting will proceed in a similar fashion to the Progress Meetings described in Section 7.1, but with an emphasis on the remaining items on the Contract Punch List as well any other outstanding Contract issues or Work items. The Contractor shall then address these issues within one (1) week of the Initial Project Close-Out Meeting, or as directed by the MSD PM.

Section 7.2.2 – Final Project Close-Out Meeting A Final Project Close-Out Meeting will be held within fourteen (14) calendar days of the Initial Project Close-Out Meeting. In this meeting the MSD PM and the Contractor shall discuss all Work for which payment has not yet been tendered. These Work items will include any Work submitted to MSD in the interim between the two Close-Out Meetings, the Punch List, and any other Contract-related billable items which have yet to be invoiced and/or paid in full. The PM and the Contractor will reach a Final Understanding regarding the items remaining to be invoiced and any potential issues regarding the payment of said items, including but not limited to penalties, reimbursements, additions, deductions, and non payments (for Work rejected as not acceptable) as rightfully permitted by MSD throughout this Contract.

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The Contractor shall then submit a final invoice for this Contract within one (1) calendar week of the Final Project Close Out Meeting. This final invoice shall adhere to the conditions of the Final Understanding reached at the Final Project Close-Out Meeting (See Part IV, Section 2).

Section 8 – Reference Documents

Unless specifically mentioned otherwise in this Contract, all Work shall conform to the latest edition of the following documents:

State of Ohio Department of Transportation, Construction, and Materials Specification City of Cincinnati Supplement (City Supplement) to the State of Ohio Department of

Transportation, Construction, and Materials Specification MSD Rules and Regulations and Standard Drawings Rules and Regulations of the Office of the County Engineer NASSCO PACP Reference Manual NASSCO LACP Reference Manual

In the case of conflicting information or instructions from these specifications, the order of governance shall be:

1. MSD Rules and Regulations 2. City Supplement 3. ODOT Specification 4. County Engineer Rules and Regulations

Section 9 – Additional Responsibilities and Liabilities

In addition to all tasks, responsibilities, obligations, requirements, and liabilities described in the Parts and Sections throughout this Contract, the Contractor shall:

• Coordinate all Work with the Duke Energy Gas Inspector. • Furnish all labor, components, materials, tools, and appurtenances necessary for the performance

of the Work and the completion of the Contract. • Be held fully liable for any damages incurred as a result of his or her negligence. • Pay all license fees and royalties and assume all costs of any invention, design, process, product,

or device which is the subject of patent rights, trade secret rights, or copyrights held by others and that is incidental to performance of or incorporation in the Work.

• Indemnify and hold harmless the owner and engineer, as well as anyone directly or indirectly employed by them, from and against all claims, damages, losses, and expenses (including attorney’s fees and court and arbitration costs) arising out of any infringement of patent rights, trade secret protection rights, or copyrights incidental to the performance of the work or resulting from the incorporation into the work of any invention, design, process, product, or device not specified in the contract documents, and shall defend all such claims in connection with any alleged infringement of such rights.

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• Hold harmless the City of Cincinnati and the Board of County Commissioners and all its representation from any and all suits, actions, or claims brought on account of any injuries or damages sustained by any persons or property in the performance of this Contract.

• Secure and maintain worker’s compensation insurance as required by the laws of the State of Ohio and employer’s liability insurance in an amount of at least one million dollars, and provide proof of said insurances to MSDGC prior to the execution of this Contract.

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PART III. GENERAL PROVISIONS

Section 1 – Traffic and Roadways

Section 1.1 – Maintenance of Local Traffic The Contractor shall maintain local traffic at all times throughout this Contract in such a manner as to cause the least amount of inconvenience to the general public as well as to any abutting property owners. This may necessitate the construction of temporary driveways, roadways, etc. as necessary to provide and/or maintain vehicular access to and from affected abutting properties. The Contractor shall also ensure that all portions of all pavement not affected by the Work remain clear of any and all material, equipment, and debris.

Any costs associated with the maintenance of traffic shall be considered incidental to this contract.

Section 1.2 – Permits and Notification of Authorities The Contractor shall be responsible for the acquisition of any and all permits required for traffic purposes as well as for notifying and coordinating with any appropriate local authorities regarding the closing and/or restricting of traffic. If at any time an emergency requires the complete blockage/closing of traffic/roadways, the Contractor shall immediately contact the nearest fire, police, and service departments.

In the event that the Contractor must excavate and repair a damaged pipe or otherwise open a street in the course of performing the Work, the Contractor shall assume sole responsibility for securing all appropriate additional permits from all appropriate jurisdictions charged with oversight of the affected road(s). All permits must be secured prior to the commencement of any street excavation. MSD shall reimburse the Contractor for any and all costs associated with the acquisition of said permits, excepting in the cases where the Contractor’s negligence was the cause of the need for excavation. Any additional costs incurred from any inspection and/or testing required by the governing jurisdiction(s) shall likewise be reimbursed by MSD, excepting instances of Contractor negligence or penalty charges based on delays resulting from the Contractor’s operations.

Section 1.3 – Safety Requirements The Contractor shall adhere to all applicable sections for the maintenance of traffic and public safety as set forth in the Ohio Manual of Uniform Traffic Control Devices for Streets and Highways (Ohio Manual), and shall not commence with any Work until all appropriate barricades, warning signs, arrow boards, etc. are in place and in full accordance with the Ohio Manual. The Contractor shall assume all responsibilities and liabilities required by the adherence to the Ohio Manual.

In cases where a street excavation is necessary, the Contractor shall ensure that all excavations within the public right-of-way conform to all specifications detailed in the current State of Ohio Department of Highway Construction and Material Specifications, including any updates or amendments which have been issued by the State of Ohio.

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Section 2 – Access, Use, and Restoration of Premises

Prior to the commencement of any Work in any Work area, the Contractor shall obtain full permits, allowances, and permissions from any and all appropriate public and/or private owners, controllers, caretakers, or any other type of overseeing entity for any and all access, equipment placement, traffic concerns, etc.

The Contractor shall ensure that any and all Work Areas are kept in an uncluttered condition via the frequent removal of debris as needed. Upon the completion of all Work in a given area, the Work area(s) shall be restored to a condition equivalent to that in which the Work area(s) was found prior to the commencement of the Work.

Section 2.1 – Use of Public Property As mentioned throughout this Contract, the Contractor shall assume full responsibility for acquiring any and all needed permits, permissions, etc. from any and all appropriate controlling agencies and/or municipalities. All required permits and permissions must be secured prior to the commencement of any Work.

The Contractor shall also ensure that all equipment, vehicles, debris, and/or any other device or product used for or produced by the Work shall be removed upon completion of the Work in a Work area as directed by the MSD PM.

Except for where specified otherwise in this Contract, all costs associated with the access, use, and/or restoration of public property shall be considered incidental to this Contract and not measured for payment.

Section 2.2 – Use of Private Property The Contractor shall be fully responsible for acquiring the permission to traverse, use, or in any other way disturb any private property during the course of the Work. This permission must be in writing from the property owner, and a copy of this permission must be provided to the MSD PM prior to the commencement of the Work on said property.

The Contractor shall restore all such property, including but not limited to fences, hedges, shrubbery, lawns, and landscaping, to the full satisfaction of the property owner. The Contractor shall obtain a written release averring this satisfaction and shall send a copy of each release to the MSD PM in the next weekly update email (see Part II, Section 3.2).

All costs associated with the access, use, and/or restoration of private property shall be considered incidental to this Contract and not measured for payment.

Section 2.3 – Protection of Trees The Contractor shall make every reasonable effort to avoid any damage to trees as a result of the Work. This may include, but is not limited to, tying back any branches which overhang the Work area and interfere with the Work. In cases where all such methods prove ineffective or impossible to implement, the Contractor shall neatly saw off the interfering branch(es) at the trunk or main branch and immediately paint the cut with approved tree paint.

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The Contractor shall remove any tree damaged beyond saving as a result of the Work, and shall make any and all appropriate restitution to the owning party, public or private. A written release by the owning entity confirming the restitution shall be procured by the Contractor and sent to the MSD PM in the next weekly update email (see Part II, Section 3.2).

Within the corporation limits of the City of Cincinnati, the Contractor must at all times also conform to all City of Cincinnati Department of Urban Forestry specifications.

All costs related to tree care, including but not limited to maintenance, trimming, painting, and removal, as well as any and all costs of necessary retributions to any owner(s) shall be considered incidental to this Contract and not measured for payment.

Section 3 – Other Utilities

The Contractor shall take any and all necessary precautions regarding the protection of any utility encountered on this project as well as for the restoration of any such utility damaged in the course of the Work. All existing storm lines, driveway drains, or other surface drain pipes which are damaged or removed in the course of performing the Work shall be repaired, restored, and/or reconnected as appropriate by the Contractor at no additional cost to MSDGC.

Section 3.1 – Access to Municipal Water Supplies The Contractor shall be responsible for the provision of any and all water needed to perform the Work, including the requisition and acquisition of all necessary permits and permissions as well as payment of any and all fees required to use water from any and all appropriate water municipalities. All costs for any and all water usage shall be considered incidental to this Contract. If such permissions are not obtained for any reason, the Contractor shall be responsible for the transportation of water to the Work site at his/her own cost.

At no time and under no circumstances shall any customer of any municipal water system be without water service due to the execution of the Work in this Contract.

Section 3.2 – Notification of Excavation to Utility Agencies In cases where an excavation is required, the Contractor shall notify any and all public and/or private entities having any wires, poles, conduit, pipes, manholes, or other assets or structures which may be affected by said excavation at least 48 hours prior to any breaking of ground. Members of the Ohio Utilities Protection Service (OUPS) can be reached at 1-800-362-2764. All maintenance, repair, replacement, etc. of existing utilities shall conform to the rules and regulations of the agency or entity with the appropriate jurisdiction.

Section 4 – Requirements for Restoration, Construction, and Excavation

As referenced throughout this Contract, the Contractor shall, upon completion of any and all Work in an area, be responsible for restoring all Work areas to an equivalent condition to that which it was in previous to the commencement of the Work. All such restoration must be kept current with the progress of the Work, and any failure to keep restoration of these items reasonably close to the completion of the

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Work in a given Work area may result in a Stop Work notice until said restoration is completed, current, and approved by the MSD PM.

The Contractor shall be responsible for working his/her equipment around all poles, trees, and other such obstructions throughout this Contract, and shall do so at his/her own expense.

Unless specifically listed otherwise, all costs of any and all restoration, rehabilitation, repair, or other such needed action(s) to any public or private property shall be incidental to this Contract and shall not be measured for payment.

All construction, restoration, installation, repair, or other such work performed under the terms of this Contract shall be under the terms of the guarantee detailed in Item 109.11 of the City Supplement.

Section 4.1 – Remediation of Excavated Trenches and Drainage Ditches The Contractor shall be responsible for the remediation of all trenches excavated in the course of the Work. This remediation may include, but is not limited to, the backfilling of any and all sunken areas, compacting said backfill to match the adjoining grade(s), reseeding any sod or lawn areas, and resurfacing areas with concrete or asphalt to match the adjoining material. All trench backfill and compaction shall conform to all appropriate rules, regulations, and specifications in the City Supplement as well as any appropriate local street jurisdiction.

The Contractor shall be responsible for any and all necessary restoration, reshaping, and/or regrading of any drainage ditches and/or roadway berms affected by the Work.

Section 4.2 – Restoration of Paved Areas All necessary street pavement restoration shall conform to the Hamilton County Engineer’s Rules and Regulations Governing Driveway Regulations and Pavement and Right-of-Way Opening Provisions (plates 13 thru 26, inclusive), City Supplement, or municipality regulations as appropriate regarding jurisdiction of the street(s).

All driveways affected by the Work shall be restored within two inches (2”) of Asphalt Surface Course on a six inch Aggregate Base or with seven inch thick Plain Portland Cement Concrete Pavement in accordance with Items 304, 404, and 452 of the Ohio Department of Transportation Construction Materials Specifications.

All concrete walks affected by the Work shall be restored with a five inch thick Portland Cement Concrete Walk in accordance with Item 608 of the Ohio Department of Transportation Construction Materials Specifications.

Section 4.3 – Restoration of Unpaved Areas The Contractor shall restore any and all unpaved areas affected by the Work by seeding and/or mulching, as appropriate, in accordance with Item 659 of the Ohio Department of Transportation Construction Materials Specifications.

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Section 5 – Requests to MSD for Supplemental Information

The Contractor shall have the right to make occasional, timely requests to the MSD PM for additional information to facilitate the planning and/or execution of the Work. These requests are to be complete with details regarding the specifics of information needed, as inclusive as reasonably possible to facilitate the timely commencement of all Work, and shall be submitted at least two weeks prior to the anticipated commencement of any related Work. The MSD PM shall then collect, organize, and furnish the requested information to the Contractor, and shall make any and all reasonable efforts to do so prior to said anticipated Work start date.

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PART IV. PAYMENT FOR WORK

Section 1 – Measurement and Payment

Section 1.1 – Payment for CCTV Inspections Televising of all sanitary, combined, and storm sewers and laterals shall be measured for payment by the linear foot inspected at the appropriate bid unit price for the pipe diameter and type. All CCTV footage must be verified via PACP review to be approved for payment by MSD.

Section 1.2 – Payment for Sewer Maintenance Cleaning of all sanitary, combined, and storm sewers shall be measured for payment by the linear foot cleaned at the appropriate bid unit price for the pipe diameter and type of cleaning. All cleaning must be verified via both Initial and Final CCTV Inspections (see Part I, Sections 2.1.2, 2.1.3, 2.3.2, and 2.3.3) to be approved for payment by MSD.

Grinding of protruding break-in connections shall be paid according to the bid unit price based on the host pipe diameter; each break-in connection so ground shall be measured for payment independently. All grinding must be verified via Final CCTV Inspection (see Part I, Sections 2.1.3 and 2.3.3) to be approved for payment by MSD.

Section 1.3 – Payment for Survey Work Survey data points collected via this Contract shall be measured for payment based upon the number of sewer laterals located without regard to the number of individual survey points needed to comply with the specifications detailed in Part I, Section 3.

Section 1.4 – Incidental Costs The following items of work shall be considered incidental to the cost of the Contract and shall not be measured for payment:

• Data entry, invoice preparation, weekly submittal preparation • Completion of any and all electronic forms • Training of any sort for any certification, qualification, software usage, or other skill set directly

or indirectly related to the execution of the Work in this Contract • Removal and disposal of debris • Any and all flow control, including bypass pumping, required to perform the Work • Photographic equipment and supplies used in sewer pipe and manhole inspections/documentation • Temporary and/or final paving at any proposed excavations • Temporary and/or final restoration of grass areas, forestry, etc. • Emergency after-hours responses • Any CCTV or cleaning performed following a point repair completed by the Contractor • Demobilization and remobilization as the result of a non-weather related Suspension or Stoppage

of Work • Any updates to the Schedule • Any and all traffic control costs, including but not limited to arrow boards, signs, and flag persons

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• Any and all costs related to acquiring Right of Entry access to private property • Any and all costs associated with any needed restoration of any public or private property • Dye testing of service connections when necessary to determine status of lateral pipes

Section 2 – Invoicing

The Contractor shall submit monthly invoices to MSD. These invoices shall include a detailed list of sewer segments and sewer laterals televised and/or cleaned along with all appropriate footages, diameters, and bid rates. Additionally, the MSD PM may require reasonable supplemental documentation at his discretion.

All payments shall only be made for Work which has been performed, verified, and completed. Any invoice for Work which has not been completed and/or verified will not be accepted by MSD.

The final invoice for this Contract shall be submitted to MSD no later than seven (7) days of the Final Project Close-Out Meeting (see Part II, Section 7.2.2).

Section 3 – Performance and Payment Bond

The bond securing the performance of this Contract shall be effective for the full maximum period of the Contract including the optional renewal period(s) specified. The bond amount indicated shall be deemed adequate surety for the initial and optional renewal periods. The cost of performance surety shall be treated as an overhead expense and shall be included in the bid documents. The City shall not pay the cost of surety as a bid item.

Appendix A

Breakdown of Sanitary Sewers to be Televised

In general, this project shall consist of the televising of approximately 38,318’ of existing sanitary, combined, and storm sewer main/lateral lines. Included within this Appendix is a breakdown of the approximately 21,182’ of sanitary and combined main sewer lines to be

televised via this contract.

Sewer Segment Diameter (in) Height (in) Width (in) Sewer Length (ft)28801030‐28801031 6 22.0028811050‐28810053 6 43.0028702011‐28702012 8 134.1428702012‐28702013 8 39.8728810027‐28810026 8 35.0028810028‐28810027 8 138.6628810053‐28810050 8 86.0028810056‐28810028 8 4.0028811046‐28811047 8 44.0028815009‐28815015 8 231.8028815011‐28815012 8 113.7928815066‐28815024 8 118.5028816032‐28816033 8 103.0428809035‐28810013 10 168.1928810013‐28810061 10 60.0024912004‐24912009 12 146.3724912005‐24912004 12 137.1224912010‐24912015 12 280.9024912016‐24912015 12 194.7224912017‐24912016 12 144.3324912021‐24912015 12 289.1224913022‐24912017 12 170.2024913036‐24913022 12 17.5028702006‐28815021 12 122.4828702007‐28702006 12 123.8328702008‐28702007 12 123.8728702009‐28702008 12 122.1028702010‐28702009 12 123.6528702014‐28707003 12 291.3828707003‐28707008 12 30.2028707008‐28707007 12 109.9528707009‐28707008 12 108.5828801014‐28801017 12 96.6128801017‐28801018 12 16.8028808016‐28801026 12 144.6728808017‐28808016 12 144.4828808018‐28808017 12 145.9528808019‐28808018 12 143.0028808020‐28808019 12 142.0628808021‐28808020 12 138.0228808021‐28808022 12 121.2228808022‐28809034 12 119.5628809001‐28808003 12 213.0028809002‐28809001 12 211.1028809024‐28809025 12 190.11

Sewer Segment Diameter (in) Height (in) Width (in) Sewer Length (ft)28809025‐28816003 12 200.8528809030‐28809029 12 100.2228809031‐28809061 12 59.0028809032‐28809031 12 168.2028809034‐28809033 12 120.5128809036‐28809037 12 40.8528809048‐28809037 12 139.2828809061‐28809030 12 55.2428810003‐28810015 12 127.2228810014‐28810015 12 182.0428810014‐28810061 12 10.0028810015‐28810016 12 163.1528810024‐28810025 12 173.7928810025‐28810026 12 175.2528810026‐28810029 12 168.8028810029‐28810030 12 166.0228810030‐28810031 12 139.8228810031‐28810032 12 139.2928810042‐28810039 12 180.6228810046‐28810043 12 15.8028810047‐28810046 12 119.2428810048‐28810047 12 116.8628810049‐28810035 12 127.5028810050‐28810049 12 127.7828810051‐28810050 12 127.8328810052‐28810051 12 142.6328810057‐28810034 12 84.0028810061‐28809036 12 187.8628811008‐28811007 12 143.4528811009‐28811008 12 116.9628811011‐28810051 12 107.7628811012‐28811011 12 106.1828811021‐28811020 12 130.8028811022‐28811021 12 121.9628811024‐28811047 12 4.0028811025‐28811024 12 113.0428811026‐28811021 12 194.7028811047‐28811008 12 107.6228814006‐28815046 12 142.2328815001‐28815002 12 139.5828815002‐28815003 12 99.7428815020‐28815021 12 148.2228815044‐28810052 12 142.8928815045‐28815044 12 140.5228815046‐28815045 12 140.26

Sewer Segment Diameter (in) Height (in) Width (in) Sewer Length (ft)28815048‐28814006 12 40.0028816009‐28816005 12 131.1328816010‐28816009 12 128.8528816011‐28816010 12 127.6528816012‐28816011 12 132.1028816013‐28816012 12 129.3328816014‐28816013 12 135.5028816024‐28809044 12 124.8028816033‐28816034 12 125.9828816034‐28815002 12 123.6528816035‐28816033 12 99.9328816036‐28816035 12 158.83

Total footage of sewers 6"‐12": 12,822.18

Sewer Segment Diameter Height Width Sewer Length (ft)24912014‐24912013 15 138.8124912015‐24912014 15 139.3424912020‐24912029 15 202.3224912025‐28809017 15 140.9128702013‐28702014 15 231.1928801019‐28801018 15 26.0528801020‐28801019 15 124.2028801027‐28801026 15 66.5728801029‐28801027 15 104.8828808001‐24905018 15 150.8028808002‐28808001 15 210.0028808003‐28808002 15 210.4028809017‐28809018 15 116.0528809018‐28809019 15 89.8528809019‐28809020 15 29.3628809020‐28809021 15 98.9728809033‐28809032 15 236.1428809037‐28809038 15 155.7228810032‐28810043 15 41.3528810045‐28810044 15 98.2728815017‐28815016 15 220.0328815018‐28815017 15 220.1628815021‐28815022 15 146.5028816015‐28809047 15 141.6024912003‐24912002 18 276.7624912004‐24912003 18 29.7128801024‐28801035 18 29.0028801025‐28801031 18 133.0028801026‐28801025 18 144.1228801031‐28801024 18 14.20

Sewer Segment Diameter (in) Height (in) Width (in) Sewer Length (ft)28809038‐28809039 18 120.5728809039‐28809040 18 98.8828809040‐28809041 18 48.4528809041‐28809042 18 154.7328809042‐28809043 18 155.5728809043‐28809044 18 153.8628815003‐28815010 18 43.7128815004‐28815003 18 64.6528815010‐28815012 18 181.0028815021‐28815018 18 218.3928815024‐28810058 18 78.0028815067‐28815015 18 85.0028815068‐28815024 18 73.0628810041‐28810058 21 33.0028810044‐28810043 21 29.4828810058‐28810040 21 133.2128815012‐28815013 21 28.1428815013‐28815014 21 103.8528815014‐28815060 21 79.2528815015‐28815016 21 11.0228815016‐28815060 21 91.3128815057‐28810041 21 76.8028815059‐28815058 21 114.5628815060‐28815059 21 90.1628816007‐28816005 21 163.3224912013‐24912029 22 77.0024912029‐24912012 22 92.0024912031‐24912013 22 20.0028801018‐28801016 24 131.7528801034‐28801035 24 81.6028801035‐28801018 24 9.0828809044‐28809059 24 108.1528809046‐28809047 24 116.3428809059‐28809046 24 109.7628810039‐28810038 24 189.8028810040‐28810039 24 169.8328810043‐28810039 24 75.1328816002‐28816001 24 98.1828816003‐28816002 24 34.2328816004‐28816002 24 44.5828816004‐28816003 24 28.8628816005‐28816004 24 145.0928816006‐28816005 24 13.0028816008‐28816006 24 161.55

Total footage of sewers 15"‐24": 8,102.16

Sewer Segment Diameter (in) Height (in) Width (in) Sewer Length (ft)

Total footage of sewers 27"‐30": 0.00

Sewer Segment Diameter Height Width Sewer Length (ft)28809047‐28809027 36 257.83

Total footage of sewers greater than 30": 257.83

Total footage of sanitary mainline sewers: 21,182.17

Appendix B

Breakdown of Storm Sewers to be Televised

In general, this project shall consist of the televising of approximately 38,318’ of existing sanitary, combined, and storm sewer main/lateral lines. Included within this Appendix is a

breakdown of the approximately 3,484’ of storm main sewer lines to be televised and cleaned.

Sewer Segment Diameter Height Width Sewer Length (ft)288152010‐288152011 8 81.43288152011‐28815024 8 26.24288153006‐288153007 8 72.74288153007‐288153008 8 32.15288153008‐28815060 8 34.75288153010‐288153011 8 102.66288153009‐28815059 10 112.10288153011‐28815059 10 63.57200011008‐28801017 12 20.37249121002‐293014022 12 17.05249121003‐293014021 12 23.43249121004‐293014022 12 12.01249121005‐24912015 12 31.08249121006‐24912015 12 30.48249121007‐293014021 12 16.81249124003‐24912004 12 34.65249124004‐24912010 12 50.71249124005‐24912003 12 27.06249124006‐24912004 12 24.81249132003‐24913023 12 14.36287023001‐287023009 12 10.93287023002‐28702007 12 20.08287023008‐28815021 12 22.50287024001‐28702010 12 36.67287024002‐287024005 12 16.89287024003‐28702014 12 23.09287024004‐28702014 12 13.75287024005‐28702013 12 26.65287073001‐287073010 12 14.89287073002‐28707008 12 31.09287073003‐28707003 12 20.61287073004‐28707003 12 9.85287073005‐28707008 12 34.36287073010‐28707008 12 17.03288011002‐28801019 12 18.65288011003‐28801019 12 25.33288011004‐28801017 12 32.73288011005‐28801026 12 11.70288011006‐28801026 12 30.79288011007‐28801017 12 19.23288011011‐289134002 12 8.22288081001‐28808019 12 15.49288081002‐28808019 12 29.17288081003‐28808021 12 30.67288081004‐28808021 12 25.49

Sewer Segment Diameter Height Width Sewer Length (ft)288082001‐28808017 12 32.20288082002‐28808017 12 14.02288084004‐28808003 12 16.16288084005‐28808003 12 24.28288084006‐293014041 12 30.05288084007‐293014041 12 12.10288091001‐28809036 12 24.62288091002‐28809038 12 12.69288091003‐28809038 12 28.83288091006‐28809044 12 29.20288091007‐28809044 12 27.89288092001‐28809033 12 9.68288092002‐28809048 12 49.75288092003‐293014024 12 20.87288092004‐293014024 12 17.58288092014‐28809033 12 32.40288094002‐28809024 12 14.58288094003‐28809025 12 20.37288094008‐28809047 12 47.89288094009‐28809018 12 37.86288094010‐28809018 12 21.52288101001‐293014018 12 14.06288101002‐293014017 12 9.79288101003‐293014017 12 10.26288101004‐293014016 12 11.99288101006‐293014015 12 19.31288101007‐293014014 12 12.28288101008‐28810043 12 28.74288101009‐28810043 12 32.87288101010‐293014014 12 20.77288101011‐293014015 12 16.33288103007‐293014028 12 12.32288103008‐293014027 12 12.27288103009‐293014027 12 19.01288103010‐288103011 12 24.70288103011‐28810024 12 41.12288104001‐28810026 12 34.41288104002‐293014013 12 11.52288104003‐28810026 12 36.18288104004‐293014013 12 15.20288104005‐28810030 12 21.51288104006‐28810030 12 29.08288114002‐28811008 12 18.17288114003‐28811008 12 26.53288114004‐288114005 12 11.61

Sewer Segment Diameter Height Width Sewer Length (ft)288153001‐28815015 12 3.52288153002‐28815002 12 6.74288153005‐28815015 12 26.40288154006‐28815021 12 42.54288154007‐287023008 12 15.13288154008‐287023008 12 11.93288154009‐28815021 12 25.48288162001‐293014008 12 20.77288162002‐28815002 12 39.44288162003‐293014008 12 16.40288163001‐28809047 12 41.00288163002‐293014012 12 16.10288163003‐293014012 12 13.39288163004‐28816009 12 9.80288163005‐28816009 12 24.80288163006‐28816003 12 38.58288163007‐28816003 12 24.93288163008‐28816003 12 42.53288163009‐28816002 12 39.92288163010‐28816002 12 6.30288163011‐28816002 12 20.16288163012‐28816003 12 29.32288164003‐28816012 12 29.91288164004‐28816014 12 12.89289134002‐28801019 12 29.44293014008‐28815002 12 32.14293014012‐28809047 12 25.95293014013‐28810026 12 16.60293014014‐28810044 12 30.15293014015‐28810044 12 13.24293014016‐288101012 12 26.00293014017‐288101012 12 12.76293014018‐288101013 12 9.94293014021‐293014022 12 30.27293014024‐28809037 12 25.23293014027‐28810015 12 20.90293014028‐288103012 12 15.00293014041‐28808001 12 34.96

Total footage of storm sewers 6"‐12": 3,269.43

Sewer Segment Diameter Height Width Sewer Length (ft)293014022‐293014023 15 51.63293014023‐24912020 15 96.83288164006‐288164007 24 66.08

Total footage of storm sewers 15"‐24": 214.53

Sewer Segment Diameter Height Width Sewer Length (ft)

Total footage of storm sewers 27"‐30": 0.00

Sewer Segment Diameter Height Width Sewer Length (ft)

Total footage of storm sewers greater than 30": 0.00

Total footage of storm sewers: 3,483.97

Appendix C

Survey Codes, Fields, and ASCII Format

In addition to sewer televising/cleaning, this project shall consist of the collection of survey points of various sewer assets and appurtences. Included in this Appendix is a list of Survey

Codes as well as the required Fields and Format.

ASCII File: 

Table of ASCII Fields: Field Name  Data Type  Duke Example 

Code*  Text  SAUL Point_ID*  Text  1 X_Coordinate*  Number  1384002.47 Y_Coordinate*  Number  421200.71 Elevation*  Number  620.93 Depth*  Text  5.6 Accessible  Text  No Size  Text  6 Lid Type  Text    Material  Text  PVC House Number*  Text  455 Section Rd MOD #*  Text  987 Type*  Text  Lateral Feature*  Text  RW Marking*  Text  Paint Mark CQ_3D  Number  0.07 COORD_QLT*  Text  GPS CCTV Company*  Text  Name of TV Contactor Survey Date*  Date/Time  05/09/2012 Comments  Text  Active Tap  

Notes:  

1. Fields noted with an asterisk are required for all codes.  Additional fields may be required based on code type. 

2. CQ_3D will only be populated for GPS surveys.  The options for COORD_QLT are GPS, Total Station, and Witness Sheet. 

Example Format: SAUL,1,1384002.47,421200.71,620.93,5.6, No,6, , PVC, 455 Section Rd, 987,LATERAL,RW,PAINT MARK,0.070,GPS, Name of TV Contactor,05/09/2012, Active Tap 

SurveySVHT HUB & TACKSVMAG MAG NAILSVXN X-NOTCHSVPM PUNCH MARKSVPBM PBMSVRP RANDOM PTSVGPS GPS PTSVTK TACK

Sanitary SewersPSACO PROP CLEANOUT

DEPTHACCESS

PROPOSEDSIZEEMPTY

0MATERIAL

CLAYCONCDIPLINEDPLASTIC

HNUMWONUM

SACO SAN CLEANOUTDEPTHACCESS

BURIEDEXPOSED

SIZELID TYPE

METALPLASTICCONCMISSING

EMPTY0

HNUMWONUM

SACV CAVITETTESAFM SAN FORCE MAINSALH SAN LAMP HOLE

DEPTHACCESS

BURIEDEXPOSED

SAMH SAN MHDEPTH

Code List

ACCESSBURIEDEXPOSED

SAPS SAN PUMP STATIONSASP SEPTIC TANKSAUL SAN UG LINE

DEPTHEMPTY1

0SIZEEMPTY2

0EMPTY3

0EMPTY4

0EMPTY5

0TYPE

LATERALML

FEATUREBENDBLIND JUNCTBHJCPOCREPAIRRWSIZE CHANGERANDOM PTWYE

MARKINGKEELNAILPAINT MARKSTAKE

SAV SAN VALVE CHAMBSACH SAN CHAMBER

DEPTHACCESS

BURIEDEXPOSED

SAGP SAN GRIT PITDEPTH

Storm SewersSTCM STM CRB INLET MH

DEPTHSTCO STM CLEANOUT

DEPTHACCESS

BURIEDEXPOSED

SIZELID TYPE

METALPLASTICCONCMISSING

EMPTY0

HNUMWONUM

STD STM DGIDEPTH

STH STM HEADWALLSTIM STM INLET MH

DEPTHACCESS

BURIEDEXPOSED

STIN STM INLETDEPTH

STS STM SGIDEPTH

STMH STM MHDEPTHACCESS

BURIEDEXPOSED

STUL STM UG LINEDEPTHEMPTY1

0SIZEEMPTY2

0EMPTY3

0EMPTY4

0EMPTY5

0TYPE

LATERALML

FEATUREBEND

SIZE CHANGERANDOM PTWYE

MARKINGKEELNAILPAINT MARKSTAKE

STCH STM CHAMBERDEPTHACCESS

BURIEDEXPOSED

STOL STM OUTLETDEPTHEMPTY1

0SIZEEMPTY2

0EMPTY3

0EMPTY4

0EMPTY5

0TYPE

STDS STM DOWNSPOUTSTYD STM YARD DRAIN

DEPTHUtility

UTCO UNKNOWN CLEANOUTDEPTHACCESS

BURIEDEXPOSED

SIZELID TYPE

METALPLASTICCONC

EMPTY0

HNUMWONUM

UTMH UNKNOWN MHDEPTHACCESS

BURIED

HNUMWONUM

UTMH UNKNOWN MHDEPTHACCESS

BURIEDEXPOSED

Combined SewersSCCM COM CRB INLET MH

DEPTHSCD COMB DGI

DEPTHSCIM COMB INLET MH

DEPTHACCESS

BURIEDEXPOSED

SCIN COMB INLETDEPTH

SCS COMB SGIDEPTH

TopoTODI DITCH CL

EMPTY10

EMPTY20

EMPTY30

EMPTY40

EMPTY50

EMPTY60

EMPTY70

TYPEASPHALTCONCEARTH

TOGS GROUND SHOTEMPTY1

0EMPTY2

0EMPTY3

0EMPTY4

EMPTY50

EMPTY60

EMPTY70

TYPEASPHALTCONCEARTH