Measurement_and_Payment_Plan_-_Rev1_-_15SEP2026.pdf

City of Plant City

26-049UM-IFB

Measurement and Payment 01 22 16-1

SECTION 01 22 16

MEASUREMENT AND PAYMENT

PART 1- GENERAL

1.01 DESCRIPTION

A. The following explanation of the Measurement and Payment for the bid items is provided; however, the omission of reference to any item shall not alter the intent of the Bid Form or relieve CONTRACTOR of the necessity of constructing a complete project under this Contract.

B. The proposal prepared by CONTRACTOR for the various items of work are intended to establish a total price for completion of the work in its entirety.

Should the contractor feel that the cost for any particular work item has not been established by the Schedule of Payment items or this Section, the Contractor shall include the cost for that work in one of the bid items so the proposal for the project reflects the total cost to complete the work.

C. The CITY reserves the right to increase or decrease the quantity of any item or portion of the work during the progress of construction in accordance with the terms of the Contract.

D. Unit prices, if used, are used as a means for computing the bid, for Contract purposes, for periodic payments, for determining value of additions or deletions.

E. Payment shall be made for the items listed on the Bid Form on the basis of the work actually performed and completed, such work including but not limited to, the furnishing of all necessary labor, materials, equipment, tools, transportation, delivery, disposal of waste and surplus material, restoration and all other appurtenances to complete the construction and installation of the work as shown on the drawings and described in the specifications.

1.02 RELATED PROVISONS

A. Refer to General Conditions, Supplementary Conditions, and Agreement.

1.03 SCHEDULE OF VALUES

A. CONTRACTOR shall prepare a schedule of values for review with the return of the executed agreement to CITY. The schedule shall contain the installed value of the component parts of lump sum work for the purpose of making progress payments during the construction period.

B. The schedule shall contain sufficient detail for proper identification of work accomplished. The sum of all scheduled items shall equal the total value of the contract.

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C. Unit Price Work: Reflect unit price quantity and price breakdown from the conformed bid form.

D. Lump Sum Work: Reflect Schedule of Values.

PART 2 – PRODUCTS

(NotUsed)

PART 3 - EXECUTION

3.01 MEASUREMENT AND PAYMENT

A. Make payment on the basis of work actually performed completing each item in the Bid schedule, such work including, but not limited to, the furnishing of all necessary labor, materials, equipment, transportation, cleanup, and all other appurtenances to complete the construction and installation of the work to the configuration and extent as shown on the drawings and described in the specifications.

B. Pay Item Descriptions

Pay Item 1and 2 – Mobilization

1. Measurement: The quantity to be paid for under this Section shall be on a lump sum basis.

2. Payment: The lump sum bid price shall include all expenses associated with the provision of labor, equipment, transportation, storage, and materials required for the construction of the project. Demobilization shall include removal of equipment as well as cleaning of site. Partial Payments for mobilization shall be as follows:

Construction Percent Complete

Allowable Percent Payment (%)

5 10 10 25 25 50 100 100

Pay Items 3 – CCTV Sanitary Pipe Inspection

1. Measurement: Cleaning shall be measured by the actual number of linear feet of pipe cleaned as approved by the City.

2. Payment: Payment shall be based upon the unit price per linear foot of pipe inspected, which shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, and labor necessary to perform the CCTV inspection. CCTV Pipe Inspection shall

01 22 16-3 include, but not be limited to, providing all equipment, materials and labor for cleaning and CCTV inspecting the sewer pipe; maintenance of flow in existing sewers including bypass pumping and plugs; light cleaning and disposal of all debris; full PACP inspection including identification of defects, services, manholes, etc.; preparation and submission of electronic PACP inspection data and video files in accordance with specified database file format.

Pay Items 4-14: CIPP Lining (inclusive of UV curing line items)

1. Measurement: Payment for sanitary sewer rehabilitation using the cured-in-place pipe product shall be made per linear foot.

2. Payment: The unit price shall vary based on the diameter of the pipe and shall include all preparation, installation, curing, flow maintenance, lateral reconnection, submittals, material removal & disposal, sealing of all leaks, connection to all manholes, testing, provision of equipment, labor, materials, operations, restoration, etc., to provide a fully completed an operational sewer. Linear footage shall be measured from manhole to manhole for the sanitary sewer mains.

Pay Item 15 & 16: Lateral Lining (up to and including 20’)

1. Measurement: Sewer lateral lining will be measured by each (EA) of the cured‑in‑place pipe (CIPP) liner installed within the designated lateral. Measurement will be based on the actual in‑place length of liner installed from the mainline connection to the termination point at the property owner’s cleanout or other specified location directed by

CITY.

2. Payment: The unit price for this Pay Item shall include all labor, materials, equipment, and incidental work necessary to furnish and install the sewer lateral CIPP liner. This includes cleaning, CCTV pre‑inspection, resin‑impregnated liner materials, launching and curing, reinstatement of the mainline opening, trimming, post‑installation inspection, and all documentation required by the specifications. No separate payment will be made for bypass pumping, access pits, or any additional work incidental to the installation of the lateral liner.

Pay Item 17-A: Clean out Installation up to 5’ depth

1. Measurement: Payment shall be the actual number of new cleanouts installed.

2. Payment: The unit price amount for this Pay Item shall include all labor, material and equipment necessary to furnish and install new cleanouts including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements. Any additional investigation required to locate laterals shall be the responsibility of the Contractor and associated cost shall be included in the bid. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, 01 22 16-4 etc. shall be restored to existing conditions as approved by the City.

Pay Item 17-B: Additional 5’ depth cleanout installation

1. Measurement: Payment for this item will be based on the actual cubic feet of additional cleanout depth installed beyond the standard 5-foot depth. The measured volume shall reflect the in‑place dimensions of the installed cleanout extension.

2. Payment: The unit price for this Pay Item shall include all labor, materials, equipment, and incidental work necessary to furnish and install the additional cleanout depth exceeding 5 feet. Payment will be made for the measured volume only, and no separate compensation will be provided for associated excavation, backfill, or installation components covered under other pay items.

Pay Item 18: Lateral Reinstatements

1. Measurement: Lateral reinstatements will be measured by each individual lateral successfully reopened and restored to full service following installation of the CIPP liner. Each reinstatement will be counted once, regardless of pipe diameter or reinstatement method.

2. Payment: Payment for each lateral reinstatement shall include all labor, materials, equipment, and incidental work necessary to locate, cut, reopen, and finish the lateral connection. This includes all robotic cutting, verification, and cleanup required to ensure proper flow and serviceability. No separate payment will be made for accessing the lateral, bypass pumping, CCTV inspection, or any other work incidental to the reinstatement process, as these costs shall be included in the unit price for this Pay Item.

Pay Items 19: Post CCTV Sanitary Pipe Inspection

1. Measurement: Post‑CCTV sanitary pipe inspection will be measured in linear feet (LF) of sanitary pipe inspected after completion of CIPP installation or related rehabilitation work. Measurement will be based on the actual length of pipe successfully inspected and documented.

Re‑inspection required due to Contractor‑related deficiencies, incomplete work, or unacceptable initial inspection results will not be measured or paid for again.

2. Payment: Payment for this Pay Item shall include all labor, materials, equipment, and incidental work necessary to perform the post‑rehabilitation CCTV inspection in accordance with the specifications.

This includes all access preparation, camera equipment, lighting, recording, coding of defects, and delivery of inspection reports and video files. No additional payment will be made for re‑inspection of segments where the original inspection was rejected or required repetition due to Contractor‑related issues.

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Pay Item 20: CCTV Sewer Lateral

1. Measurement: CCTV sewer lateral inspection will be measured in linear feet (LF) of sanitary lateral pipe inspected in accordance with the project specifications. Measurement will be based on the actual length of lateral successfully inspected. Re‑inspection required due to Contractor‑related deficiencies, inadequate cleaning, or unacceptable video quality will not be measured or paid for again.

2. Payment: The unit price for this Pay Item shall include all labor, materials, equipment, and incidental work necessary to perform a complete CCTV inspection of the sewer lateral. This includes access preparation, sufficient cleaning to obtain a clear video, camera operation, lighting, recording, defect coding, and submission of inspection reports and video files. No separate payment will be made for re-inspection caused by Contractor-related issues or any work incidental to obtaining an acceptable inspection.

Pay Item 21: Remove Protruding Tap

1. Measurement: Removal of protruding taps will be measured by each tap successfully cut flush with the pipe wall in accordance with the project specifications. Each protruding tap will be counted once. Rework required due to incomplete removal or unacceptable results caused by the Contractor will not be measured or paid for again.

equipment, and incidental work necessary to locate, cut, and remove the protruding tap. This includes robotic cutting, verification by CCTV, and all cleanup required to ensure the pipe interior is free of protrusions that could interfere with lining or flow. No separate payment will be made for rework or re‑inspection required due to Contractor‑related deficiencies.

Pay Item 22: Plugs

1. Measurement: Plugs used for flow control during CIPP installation will be measured as each per day for every day a plug is installed, in service, and required to maintain flow isolation in accordance with the project specifications. Each plug will be counted once per calendar day of active use.

equipment, and incidental work necessary to furnish, install, inflate, monitor, maintain, and remove flow‑control plugs required each day during CIPP operations.

Pay Item 23 - 24: Bypass Pumper Truck and Vac-Truck

1. Measurement: Bypass Pumper Truck and Vac-Truck will be measured by hour (HR) for the actual time each truck is actively engaged in providing bypass pumping, vacuum truck, or related services required to support

01 22 16-6 construction activities.

2. Payment: The unit price for these line items shall include all labor, materials, equipment, and incidental work necessary to furnish, install, operate, monitor, maintain, and remove.

Pay Item 25 - 26: Bypass Operation Related Line Items

1. Measurement: Bypass operation line items will be measured as each per day (ED) for every calendar day the bypass system is installed, active, and required to support construction activities per the line item described.

2. Payment: The unit price for bypass operation line items shall include all labor, materials, equipment, and incidental work necessary to furnish, install, operate, monitor, maintain, and remove.

Pay Item 27 - 32: MOT Related Line Items

1. Measurement: MOT‑related line items will be measured as each (EA) or per day (ED) for every calendar day traffic control devices, signage, barricades, detours, flagging operations, or other MOT components are installed, active, and required to support construction activities per the line item described. Measurement will include all elements necessary to maintain safe and compliant traffic conditions in accordance with applicable standards. Additional days or reinstallation required due to Contractor‑related deficiencies, improper setup, or non‑compliance will not be measured or paid for again.

2. Payment: The unit price for MOT-related line items shall include all labor, materials, equipment, and incidental work necessary to furnish, install, adjust, operate, maintain, and remove all required MOT components. A FDOT‑certified MOT (Temporary Traffic Control) supervisor must be present and responsible for overseeing the setup, operation, and maintenance of all MOT components each day.

Pay Item 33: Expedited Mobilization

1. Measurement: Expedited Mobilization shall be measured as a lump sum price per mobilization. The Contractor shall be required to mobilize within five (5) business days of receiving the City’s notice to proceed with the expedited mobilization. The Contractor shall confirm its ability to mobilize within the required timeframe within forty-eight

(48) business hours of receiving the City’s request.

2. Payment: This will include costs of all preparatory work and operations including moving of personnel, equipment and all else necessary to commence the Work. Application for payment shall be made at 50% of this line item at the start of the project, and 50% at final completion.

Pay Item 34: Chemical Grouting

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1. Measurement: Chemical Grouting will be measured by the gallon

(GAL) of grout material used and accepted by the City for the repair, sealing, stabilization, or rehabilitation of the designated structure, pipe, joint, void, or other area identified in the Contract Documents.

Measurement shall be based on the actual quantity of grout material injected and accepted by the City, as documented by the Contractor and verified by the City.

2. Payment: The unit price for the chemical grouting line item shall include all labor, materials, equipment, and incidental work necessary to furnish, install, operate, monitor, maintain, and remove.

Pay Item 35: Restoration

1. Measurement: Restoration work will be measured by square foot (SF) or square yard (SY), as applicable to the corresponding Bid Item.

Measurement shall be based on the actual area of completed and accepted restoration work, measured in the field and verified by the City.

2. Payment: The unit price for the restoration line items shall include all labor, materials, equipment, and incidental work necessary to furnish, install, operate, monitor, maintain, and remove.

END OF SECTION