COMBINED_SPECIFICATIONS_04-18-25_(2).pdf

CONTRACT DOCUMENTS AND

TECHNICAL SPECIFICATIONS

SANITARY SEWER EVALUATION SURVEY PROGRAM

Prepared for

ENGINEERING DEPARTMENT

CITY OF FT. MYERS, FLORIDA

CITY PROJECT NO. 022-19

MCKIM & CREED PROJECT NUMBER 01113-0018

ON-CALL CONTRACTORS SOLICITATION SPECIFICATIONS

FEBRUARY 2025

Prepared by

5701 Division Drive Suite A Fort Myers, Florida 33905

E xa m pl e m

City of Ft. Myers

Sanitary Sewer Evaluation Survey Program

01113-0018 TOC-i

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01 22 16 Measurement and Payment ................................................................ 01 22 16: 1-2

01 26 00 Change Order Procedures .................................................................. 01 26 00: 1-4

01 29 00 Requests for Payment ........................................................................ 01 29 00: 1-1

01 33 00 Shop Drawings, Project Data and Samples ........................................ 01 33 00: 1-6

01 35 13 Special Project Procedures ................................................................. 01 35 13: 1-8

01 57 13 Temporary Erosion and Sedimentation Control ................................... 01 57 13: 1-2

01 71 37 Hydraulic Structures Testing ............................................................... 01 71 37: 1-5

01 73 29 Cutting and Patching........................................................................... 01 73 29: 1-2

01 77 00 Contract Closeout ............................................................................... 01 77 00: 1-3

01 78 39 Project Record Documents ................................................................. 01 78 39: 1-4

DIVISION 2 – SITE CONSTRUCTION – NOT USED

DIVISION 3 – CONCRETE – NOT USED

DIVISION 4 – MASONRY – NOT USED

DIVISION 5 – METALS – NOT USED

DIVISION 9 – FINISHES – NOT USED

DIVISION 26 – ELECTRICAL – NOT USED

DIVISION 31 – EARTHWORK – NOT USED

DIVISION 32 – EXTERIOR IMPROVEMENTS – NOT USED

DIVISION 33 - UTILITIES

33 01 30.72 Cured in Place Pipe Rehab ................................................................33 01 30.72:1 - 16

33 52 28 Poly Pig Cleaning of Mains ................................................................33 52 28: 1 - 4

DIVISION 40 – PROCESS INTERCONNECTIONS – NOT USED

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT – NOT USED

The City of Fort Myers Standard Specifications and Details are incorporated herein by reference.

https://fortmyers.gov/2143/Details-Specs

END OF TOC

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Sanitary Sewer Evaluation Survey Program Measurement and Payment

01113-0018 01 22 16-1

SECTION 01 22 16

MEASUREMENT AND PAYMENT

PART 1- GENERAL

1.01 SCOPE OF WORK

A. The total price shall cover all Work required to successfully complete the project.

All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances;

providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices. All Work not specifically set forth as a pay item in the Bid Form(s) shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid.

B. This section covers methods of measurement and payment for items of Work under this contract.

1.02 ESTIMATED QUANTITIES

A. All estimated quantities stipulated in the Bid Form(s) or other Contract Documents are approximate and are to be used only as a basis for estimating the probable cost of the Work. The actual amounts of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished.

Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof, as described in the general conditions.

1.03 EXCAVATION

A. Except where otherwise specified, the lump sum price for each item of Work which involves excavation or trenching shall include all costs for such Work. No direct payment shall be made for excavation or trenching. All excavation is unclassified and there shall be no separate payment for excavation of rock/cemented soils.

1.04 TAXES AND PERMITS

A. The Contractor’s attention is directed to the fact that the tax laws of the State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this pay matter and that all applicable taxes and fees shall be deemed to have been included in the Contractor’s proposal.

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1.05 RETAINAGE

A. Refer to City of Ft. Myers General Conditions.

1.06 PARTIAL PAY REQUEST

A. The installation of pipe and fittings includes backfill, compacting, testing, restoration and placing the facilities in operation. When measurements of the amount of work constructed each month are made, for the purpose of partial payment, will be determined by quantities installed.

a. 5% of the amount of footage of pipe shall be withheld if the area has not been fine graded, properly restored to its previous or specified condition, cleaned up, and ready to be placed in operation.

1.07 LUMP SUM ITEMS

A. The work for each Lump Sum pay item shall be constructed as shown and described on the Drawings and Specifications.

B. Payment shall be made at the lump sum price stated for each item and shall be pro-rated for the actual work completed based on an approved schedule of values detailing work to be completed under the specific pay item, unless otherwise noted.

C. Each lump sum price shall include all of the Contractor’s costs to complete the construction exclusive of payment items provided for elsewhere in the pay form.

D. Each lump sum price shall include, but not be limited to, the following:

1. Excavation (including rock/cemented soils excavation)

2. Dewatering and disposal of surplus water

3. Bracing, sheeting and shoring

4. Compaction and earth stabilization

5. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc.

6. Testing and placing system into operation and acceptance including all required materials and equipment.

7. Appurtenant work and materials as required for a complete and operable system.

PART 2 – PRODUCTS (Not Used)

PART 3 - EXECUTION

3.01 MEASUREMENT AND PAYMENT

Make payment on the basis of work actually performed completing each item in the GMP Bid Schedule, such work including, but not limited to, the furnishing of all necessary labor, materials, m

01113-0018 01 22 16-3 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. Payment for each item includes compensation for cleanup and restorations.

Cleanup and surface restorations (including pavement replacement) will be considered as ten percent (10%) of each pay item and complete payment will not be made until cleanup, restorations and as-builts are completed.

GROUP 1 SANITARY SEWER REPLACEMENT AND REHABILITATION

Pay Item 1: Mobilization

1A: Description: The lump sum amount for this Pay Item shall include all labor, material and equipment necessary for the Contractor to mobilize and demobilize. Mobilization shall be the preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, pre-construction video, installation and maintenance of erosion control measures, the establishment of temporary offices, storage buildings, staging areas, safety equipment and first aid supplies, sanitary and other facilities as required by the Contract Documents and applicable laws and regulations. The costs of bonds, required insurance and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this item. Fifty percent (50%) of this pay item will be paid upon demonstration of mobilization and the balance will be paid with the final pay request.

1B: The price for mobilization shall not exceed 10% of the total project cost.

Pay Item 2: Sanitary Gravity Sewer Replacement and Rehabilitation

2A: Gravity Sewer Pipe Replacement - PVC

Payment for Gravity Sewer Pipe Replacement shall be the unit price per linear foot per appropriate range of depth of cut as contained in the contract bid proposal sheet. Unit price will vary with pipe diameter. Measurement for payment shall be along the centerline of the sewer main from center to center of manholes. Payment for laterals shall be the unit price per linear foot of pipe as measured from the centerline of the sewer main pipe to the terminal end of the lateral pipe including a two-way cleanout at the property line.

Payment for gravity sewer pipe shall include all labor, equipment, and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading.

Payment shall be by linear foot.

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01113-0018 01 22 16-4

2B: Gravity Sewer Pipe Sectional Repair - PVC

Payment for Gravity Sewer Pipe Sectional Repair shall be the unit price per linear foot per appropriate range of depth of cut as contained in the contract bid proposal sheet. Unit price will vary with pipe diameter. Payment for Gravity Sewer Pipe Sectional Repair shall include all labor, equipment, and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading.

2C: Sanitary Sewer Connection to Manholes

Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by NPC Kor-N-Seal® with stainless steel bands or approved equal water stop coupling.

Payment shall be by each.

2D: Lateral Lining

The unit price amount for this Pay Item shall include all labor, material and equipment necessary to furnish and install lateral lining including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc.

shall be restored to existing conditions as approved by the City.

Measurement shall be per each for lining up to 100 ft in length.

Lining greater than 100 ft in pipe length shall be measured as the linear feet of lateral lining installed as shown the drawings or where directed by the Project Representative. Payment shall be the actual linear feet of lateral lining installed.

2E: Replace Broken Cleanout material and equipment necessary to replace broken cleanouts including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Contractor shall be responsible for locating all service laterals based on the information provided within the bid package. 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, m

01113-0018 01 22 16-5 seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc.

shall be restored to existing conditions as approved by the City.

Measurement shall be the number of cleanouts replaced as shown the drawings or where directed by the Project Representative.

Payment shall be the actual number of cleanouts replaced.

Payment shall be by each.

2F: Install New Cleanout

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 as indicated on the drawings and specified herein. Contractor shall be responsible for locating all service laterals based on the information provided within the bid package. 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, etc. shall be restored to existing conditions as approved by the City. Measurement shall be the number of new cleanouts installed as shown the drawings or where directed by the Project Representative. Payment shall be the actual number of new cleanouts installed.

Payment shall be by each.

Pay Item 3 Sanitary Sewer Force Main Replacement and Rehabilitation

3A: Force Main Pipe Replacement – PVC/HDPE/DI

Payment for Sanitary Sewer Force Main Pipe Replacement shall be the unit price per linear foot per appropriate range of depth of cut as contained in the contract bid proposal sheet. The unit price shall vary based on the diameter and material of the pipe. Measurement for payment shall be along the centerline of the force main.

Payment for Sanitary Sewer Force Main Pipe Replacement shall include all labor, equipment, and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading.

Payment shall be by linear foot.

3B: Force Main Pipe Sectional Repair

Payment for Sanitary Sewer Force Main Pipe Sectional Repair shall be the unit price per linear foot per appropriate range of depth of cut as contained in the contract bid proposal sheet. Unit price will vary with pipe diameter. Measurement for payment shall be along the

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01113-0018 01 22 16-6 centerline of the force main. Payment for Sanitary Sewer Force Main Pipe Replacement shall include all labor, equipment, and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading.

Payment shall be by linear foot.

3C: Install Plug Valve at Force Main Connection

The unit price amount for this Pay Item shall include all labor, material and equipment necessary to install below grade plug valve including, but not limited to, valves; valve boxes and covers; valve identification tags; concrete valve box pad; extension stems;

excavating, including any sloping, sheeting, or shoring required to comply with OSHA and State trench safety laws backfill;

dewatering; bedding, backfill and compaction; and all ancillary items as indicated on the drawings and specified unless indicated elsewhere. Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

Payment shall be by lump sum.

3D: Air Release Valve Replacement

Payment for Air Release Valve Replacement shall be the unit price per valve as contained in the contract bid proposal sheet. The unit price shall vary based on the diameter of the valve. Measurement for payment shall be per each valve. Payment for Air Release Valve Replacement shall include all labor, equipment, and materials necessary to complete the installation.

Payment shall be by each.

3E: Air Release Valve Repair

Payment for Air Release Valve Repair shall be the unit price per valve as contained in the contract bid proposal sheet. The unit price shall vary based on the diameter of the valve. Measurement for payment shall be per each valve. Payment for Air Release Valve Repair shall include all labor, equipment, and materials necessary to complete the installation.

Payment shall be by each.

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01113-0018 01 22 16-7

Pay Item 4: Manhole Replacement and Rehabilitation

4A: Manhole Replacement

Payment for Manhole Replacement shall be the unit price per manhole as contained in the contract bid proposal sheet. The unit price shall vary based on the depth of the manhole. Measurement for payment shall be per each manhole. Payment for Manhole Replacement shall include all labor, equipment, and materials necessary to complete the installation including but not limited to, clearing and grubbing, excavation, shoring and dewatering, backfill and grading.

4B: Stop Active Infiltration – Manholes material and equipment necessary to stop active infiltration in manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc. shall be restored to existing conditions as approved by the City. Measurement shall be the number of manholes having completed repairs as shown the drawings or where directed by the Project Representative. Payment shall be the actual number of manholes repaired.

4C: Manhole Bench/Flow Channel Rehabilitation material and equipment necessary to repair the bench/flow channel in the manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc. shall be restored to existing conditions as approved by the City. Measurement shall be the number of manholes having completed repairs as shown the drawings or where directed by the Project Representative. Payment shall be the m

01113-0018 01 22 16-8

4D: Manhole Lining/Coating

Payment for manhole rehabilitation shall be per vertical linear foot of liner/coating which is installed/applied. Lining systems will generally be measured from the manhole bench to the top of existing, or new, corbel/cone. Cementitious, Epoxy and Polyurethane coating systems will be measured from the lowest pipe invert to the bottom of the manhole frame. No separate payment will be made for the following items: Flow Maintenance;

Maintenance of Traffic; Debris Disposal; Miscellaneous Excavation, including necessary pavement removal and replacement;

Infiltration control in manhole and at all pipe connections; Grout, Brick and mortar placement to fill voids and level surfaces; Brick replacement; Root removal, Installation of pipe extensions and connectors as necessary; Removal and replacement of manhole steps, Replacement of unpaved roadway and grass or shrubbery;

Replacement of roadway base (including backfill and compaction) and asphalt surface; and Appurtenant work as required to complete the identified rehabilitation. The cost of such work shall be included in the pay item, per vertical linear foot of liner/coating.

4E: Manhole Sand Blasting material and equipment necessary for sand blasting in manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc.

shall be restored to existing conditions as approved by the City.

Measurement shall be the number of manholes having completed repairs as shown the drawings or where directed by the Project Representative. Payment shall be the actual number of manholes repaired.

4F: Coat Frame and Corbel – Manholes material and equipment necessary to coat the frame and corbel for manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc. shall be restored to existing conditions as m

01113-0018 01 22 16-9 approved by the City. Measurement shall be the number of manholes having completed repairs as shown the drawings or where directed by the Project Representative. Payment shall be the

4G: Manhole Structural Repair

a. Replace Frame and Cover Payment for manhole frame and cover replacement will include removal of existing frame and cover and replacement with a new frame and cover which meets the criteria established by the City’s specifications. Where manholes fall in paved areas, refer to Section 32 01 13. Payment will be made for each manhole frame and cover replaced. No separate payment will be made for maintenance of traffic, necessary pavement removal and replacement, or replacement of grass or shrubbery.

b. Reset/Adjust Manhole Frame and Cover

Payment for adjusting, or resetting, manhole frame will include removal of existing frame, removal of existing mortar, preparing top of corbel surface, installation of necessary riser material as described in Section 03 45 00, and placement of existing frame.

No separate payment will be made for necessary maintenance of traffic, pavement removal and replacement, or replacement of grass or shrubbery. All work will be performed in accordance with Section 03 45 00 of the City’s specifications. Where manholes fall in paved areas, refer to Section 32 01 13.

Payment will be made for each manhole frame and cover adjusted. No separate payment will be made for maintenance of traffic, necessary pavement removal and replacement, or replacement of grass or shrubbery.

c. Seal Manhole Frame to Corbel Connection – Polyurea

Material

Payment for providing a watertight connection between the manhole frame and the manhole corbel /cone will include placement of non-shrink grout in any area between the frame and corbel which is void of mortar, preparing the frame and corbel/cone to accept the polyurea material and testing the thickness of the application. No separate payment will be made for necessary maintenance of traffic. All work will be performed in accordance with Section 03 45 00 of the City’s specifications.

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4H: Install Inside Drop – Manholes material and equipment necessary to install inside drops in manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc.

shall be restored to existing conditions as approved by the City.

Measurement shall be the number of inside drops installed as shown the drawings or where directed by the Project Representative. Payment shall be the actual number of inside drops installed.

4I: Manhole Cleaning/Jet-Vac

Payment for manhole cleaning shall be made based on the unit price per each manhole cleaned. The unit price shall include all labor, equipment, and materials necessary to complete the cleaning.

4J: Manhole Root Removal material and equipment necessary to remove roots in and through manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein. Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc. shall be restored to existing conditions as approved by the City. Measurement shall be the number of manholes having completed repairs as shown the drawings or where directed by the Project Representative. Payment shall be the

4K: Manhole Debris Removal material and equipment necessary to remove debris in and through manhole including, but not limited to, OSHA compliance, testing and all other work necessary to complete the improvements as indicated on the drawings and specified herein.

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01113-0018 01 22 16-11

Restoration including grading, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc. shall be restored to existing conditions as approved by the City. Measurement shall be the number of manholes having completed repairs as shown the drawings or where directed by the Project Representative.

Payment shall be the actual number of manholes repaired.

4L: Stainless Steel Manhole Stormwater Inflow Abatement Inserts

Payment of each inflow abatement insert shall be full compensation for furnishing all labor, materials, and equipment necessary but not limited to the costs associated for the installation of the sanitary manhole pans/dishes.

Pay item 5: Sanitary Sewer Trenchless Rehabilitation – CIPP

5A: Trenchless Pipe Reconstruction System – CIPP

Payment for sanitary sewer rehabilitation using the cured-in-place pipe product shall be made per linear foot. The unit price shall vary based on the diameter of the pipe and shall include all preparation, installation, curing, flow maintenance, lateral reconnection, submittals, light cleaning (3 passes of cleaning head) of piping, material removal & disposal, CCTV inspection/reporting (pre & post installation) sealing of all leaks, connection to all manholes, traffic control on City streets, testing, provision of equipment, labor, materials, operations, restoration, etc., to provide a fully completed an operational sewer. Linear footage shall be measured from center of manhole to center of manhole for the sanitary sewer mains and from the connection to the main to the terminus of the linear for service laterals.

5B: CIPP Sectional Repair

Payment for CIPP Section Repair shall be made on a unit-price basis based on the diameter of the pipe and the length of the repair section. CIPP Sectional Repair thicknesses shall be based on pipe size as called out in the bid tab. Payment shall include all preparation, installation, curing, flow maintenance, lateral reconnection (if necessary), submittals, light cleaning (3 passes of cleaning head) of piping, material removal & disposal, CCTV inspection/reporting (pre & post installation) sealing of all leaks, connection to all manholes, traffic control on City streets, testing, m

01113-0018 01 22 16-12 provision of equipment, labor, materials, operations, restoration, etc., to provide a fully completed and operational sewer.

Pay Item 6: Sanitary Sewer Cleaning and CCTV Inspection

6A: Sewer Line Cleaning

a. Light Sewer Cleaning

Light Sewer Cleaning shall be measured by the actual number of linear feet of pipe cleaned as approved by the Owner/Engineer. Pipe shall be measured in place along the centerline of the pipe from the center of manhole to center of manhole of each pipe. Measurement shall be to the nearest foot of the actual footage of what was cleaned. Light Sewer Cleaning shall be paid for the respective quantities as determined at the Contract unit price bid in the Bid Form. This price and payment shall be full compensation for locating existing manhole; the removal, transportation, and disposal of debris within the sewers in accordance with these Specifications; for obtaining water; maintenance of flow in existing sewers including bypass pumping and plugs necessary for light sewer cleaning; and all else incidental thereto for which separate payment is not provided for under other items in the Bid Form.

b. Heavy Cleaning

Payment for heavy cleaning shall be made based on the unit price per linear foot of pipe. The unit price shall vary based on the diameter of the pipe being cleaned. The unit price shall also include all labor, equipment, and materials necessary to complete the cleaning. This shall include clearing and grubbing,

c. Root Removal

Payment for root removal shall be made based on the unit price per linear foot of pipe from which roots are removed. The unit price shall vary based on the diameter of the pipe. The unit price shall also include all labor, equipment, and materials necessary to complete the cleaning. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading.

d. Tuberculation Cleaning

Payment for tuberculation cleaning shall be made based on the m

01113-0018 01 22 16-13 unit price per linear foot of pipe. The unit price shall vary based on the diameter of the pipe being cleaned. The unit price shall also include all labor, equipment, and materials necessary to complete the cleaning. This shall include clearing and grubbing, Payment shall be by linear feet.

6B: CCTV Pipe Inspection

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 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; and all else incidental thereto for which separate payment is not provided under other items in the Bid Form.

Payment shall be by linear feet

6C: Sewer Line Cleaning and CCTV Pipe Inspection

Sewer Line Cleaning and CCTV Pipe Inspection shall be measured by the actual number of linear feet of pipe cleaned and inspected as approved by the Owner/Engineer. Pipe shall be measured in place along the centerline of the pipe from the center of manhole to center of manhole of each pipe. Measurement shall be to the nearest foot of the actual footage of what was cleaned and inspected. Sewer Line Cleaning and CCTV Pipe Inspection shall 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; and all else incidental thereto for which separate payment is not provided under other items in the Bid Form.

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Bid Item 7: Emergency Repairs/Improvements of Gravity Sewer, Force

Main and Manholes

7A: Emergency Mobilization and Demobilization

Payment for Emergency Mobilization and Demobilization shall be a lump sum price per mobilization/demobilization. This will include costs of all preparatory work and operations including moving of personnel, equipment and all else necessary to commence the Work. Cost of bonds, insurance and pre-construction expenses shall be included in this price. Application for payment shall be made at 50% of this line item at the start of the project, and 50% at final completion.

Bid Item 8: Lift Station Rehabilitation

8A: Submersible Pump Replacement

The lump sum amount for this Pay Item shall include all labor, material and equipment necessary to furnish and install new submersible pumps including, but not limited to, removal and disposal of existing pumps and appurtenances, new base plates and elbows, rails and brackets, floats and cable holder, mounting, hardware, appurtenances, startup, exploratory excavation;

excavating, protection of existing above and below grade utilities, VFD, and all other equipment needed for a complete, tested, and fully operational system, whether or not shown on the Drawings or Specified herein. Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

8B: Pump Riser Replacement material and equipment necessary to furnish and install new pump risers including, but not limited to, removal and disposal of existing risers and appurtenances, mounting, hardware, all specified testing and appurtenances. Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

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8C: Replace/Install Grout Benching material and equipment necessary to install new grout benching including, but not limited to, removal and disposal of existing benching (if applicable), restoration and smoothing of existing concrete impacted. Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

8D: Wet Well Coating

This unit price Pay Item shall include all labor, material and equipment necessary to install new wet well coating including, but not limited to, removal and disposal of existing surface buildup, surface preparation. Measurement shall be the area in square feet of coating installed where shown on the drawings or where directed by the Project Representative. Payment shall be the actual number of square feet installed.

Payment shall be by square feet.

8E: Replace Wet Well Top Slab and Hatch material and equipment necessary to furnish and install new concrete wet well lid and aluminum hatch including, but not limited to, removal and disposal of existing lid and hatch, interior coating, mounting, hardware, and appurtenances. Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

8F: Above Grade Header Assembly and Valves material and equipment necessary to furnish and install new Above Grade Header Assembly and Valves including, but not limited to, removal and disposal of existing assembly and appurtenances, pipe supports, painting, connection to existing force main, exploratory excavation; excavating, including any sloping, sheeting, or shoring required to comply with OSHA and State trench safety laws; dewatering; bedding, backfill and compaction; protection of existing above ground and underground utilities; disposal of excess m

01113-0018 01 22 16-16 soil; all specified testing; mounting, hardware, and appurtenances.

Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

8G: Demo Below Grade Valve Vault material and equipment necessary to demolish below grade valve vault including, but not limited to, excavating, including any sloping, sheeting, or shoring required to comply with OSHA and State trench safety laws backfill; dewatering; disposal, backfill and compaction;

as indicated on the drawings and specified unless indicated elsewhere. Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as a percentage of work completed in full.

Payment shall be by lump sum.

8H: Lift Station Control Panel Replacement material and equipment necessary to furnish and install a new control panel package including, but not limited to, removal and disposal of the existing control panel, mounting, hardware, appurtenances, startup, exploratory excavation; excavating, protection of existing above and below grade utilities, and all other equipment needed for a complete, tested, and fully operational system, whether or not shown on the Drawings or Specified herein.

Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as

8I: New Disconnect and Electrical Meter Can material and equipment necessary to coordinate with the electric utility and furnish and install a new disconnect and meter can including, but not limited to, removal and disposal of existing meter installation, mounting, hardware and appurtenances.

Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as m

01113-0018 01 22 16-17

8J: Lift Station Access Driveway material and equipment necessary for the installation of a new access drive including, but not limited to, placing and compacting subbase, base and asphaltic concrete pavement; prime coats; tack coats;; all grading required to achieve elevations identified in the field; and all ancillary items as indicated on the drawings and specified unless indicated elsewhere. Measurement shall be the area in square feet of completed driveway installed where shown on the drawings or where directed by the Project Representative.

Payment shall be the actual number of square feet installed.

Payment shall be by square feet.

8K: Removal of Landscaping and Trees material and equipment necessary to remove landscaping and trees for the access drive including, but not limited to, hauling and disposal, stump grinding, coordination with the City. Measurement will be based on the acceptance of the work completed in full.

Payment shall be made at the lump sum price as a percentage of work completed in full.

8L: Security Fence and Gate material and equipment necessary for the installation of a new security fence and gate including, but not limited to, all grading required to achieve elevations identified in the field; and all ancillary items as indicated on the drawings and specified unless indicated elsewhere. Measurement shall be the area in linear feet of completed fence installed where shown on the drawings or where directed by the Project Representative. Payment shall be the actual number of linear feet installed.

8M: Site Restoration material and equipment necessary to complete site work, site restoration, replace landscaping impacted by construction, clear and grub the project areas as required; soil erosion and sediment control, excavation, fill, compaction, mulch, testing, sodding, m

01113-0018 01 22 16-18 preparation of the earth bed; fertilization; laying sod; staking;

watering; sod reinforcement, fencing, silt fencing and all other improvements not included in other pay items to complete the work indicated on the drawings and specified or directed by the City.

Measurement will be based on the acceptance of the work completed in full. Payment shall be made at the lump sum price as

Bid Item 9: Roadway Restoration

9A: Milling

Payment for milling shall be the unit price per square yard of pavement per appropriate range of depth of asphalt as contained in the contract bid proposal sheet. Measurement for payment shall be along the edges of the road(s). Payment for milling shall include all labor, equipment, and materials necessary to complete the task.

Payment shall be by square foot.

9B: Asphalt Concrete Resurfacing

Payment for asphalt concrete resurfacing shall be the unit price per ton of asphalt laid as contained in the contract bid proposal sheet.

The unit price shall vary based on the specific asphalt mix used: for example, SP 9.5 or SP 12.5. Payment shall include all labor, equipment, and materials necessary to complete the resurfacing.

Payment shall be per ton.

9C: Flowable Fill

Measurement will be based on the actual linear feet of abandoned pipe that is grout filled, as measured along the centerline of the abandoned pipe. Payment of the applicable unit price shall be full compensation for furnishing all labor, materials, and equipment necessary to cap and grout fill the pipe between the limits shown on the Drawings.

Payment shall be per cubic yard.

9D: Limerock Base Material

Payment for lime rock base material shall be the unit price per ton of material as contained in the contract bid proposal sheet. Payment shall include all labor, equipment, and materials necessary to complete laying the lime rock base material.

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Payment shall be per ton.

9E: #57 Washed Stone

Payment for # 57 washed stone shall be the unit price per cubic yard of stone as contained in the contract bid proposal sheet.

Payment shall include all labor, equipment, and materials necessary to complete laying the stone.

Payment shall be per cubic yard.

9F: Remove and Replace Curb

Payment for removal and replacement shall be the unit price per linear foot of curb as contained in the bid proposal sheet. The unit price for lines shall vary based on the type of curb. Payment shall include all labor, equipment, and materials necessary to complete the removal and replacement.

9G: Pavement Markings

Payment for pavement shall depend on the type of marking made.

Lines and crosswalks shall be paid using the unit price per linear foot as contained in the contract bid proposal sheet. The unit price for lines shall vary based on the type (continuous, dashed, double, etc.) and the color (white or yellow) of the line. Arrows, stop bars, and school/railroad crossings shall be paid using the unit price per marking as contained in the contract bid proposal sheet. All unit prices shall vary based on whether the marking is temporary or permanent. Payment shall include all labor, equipment, and materials necessary to complete the marking.

Bid Item 10: Sidewalk Restoration

10A: Sidewalk Replacement

The work specified under this pay item consists of furnishing all labor, material, equipment, and incidentals necessary to complete the concrete sidewalk replacement including, but not limited to, removal of existing sidewalk panels, grading and compaction of base material, reinforcing material, expansion joints, concrete, and all ancillary items unless indicated elsewhere. Measurement will be per square yard of sidewalk acceptably furnished and installed.

Payment shall be for the actual number of square yards of concrete m

01113-0018 01 22 16-20 sidewalk installed.

Payment shall be per square foot.

Bid Item 11: Right-of-Way Restoration

11A: Seeding

Payment for seeding shall be the unit price per square foot of area seeded as contained in the contract bid proposal sheet. Payment for seeding shall include all labor, equipment, and materials necessary to complete the task.

11B: Sodding

Payment for seeding shall be the unit price per square foot of area seeded as contained in the contract bid proposal sheet. Payment for sodding shall include all labor, equipment, and materials necessary to complete the task.

11C: Tree Protection

Payment for tree protection shall be the unit price per tree encountered in the path of construction as contained in the contract bid proposal sheet. Payment for tree protection shall include all labor, equipment, and materials necessary to complete the task.

11D: Driveway Replacement the driveway replacement including, but not limited to, removal of existing driveway panels and/or aprons, grading and compaction of base material, reinforcing material, expansion joints, concrete and all ancillary items unless indicated elsewhere. Measurement will be per square foot, acceptably furnished and installed.

Payment shall be for the actual number of square feet of driveway installed.

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11E: Paver Replacement the paver replacement, including, but not limited to removal of existing walkway and/or driveway pavers, grading and compaction of base material, reinstallation of existing pavers, furnishing new matching pavers where necessary; and all ancillary items unless indicated elsewhere. Measurement will be per square yard acceptably furnished and installed. Payment shall be for the actual number of square yards of pavers installed.

Bid Item 12: Permit Allowance

Fees for submitting applications for permits required to complete construction in accordance with the plans and specifications, such as Building Permit, NPDES, and etc. The quantity measured for payment shall be the actual receipt-supported permit fees.

Payment will be made at the actual cost to the Contractor for the permits required and acquired. Upon completion of the permitting process, the Contractor will submit receipts for permit fees to the

County and Engineer.

Bid Item 13: Record Drawings Allowance

Payment for all work included under this Bid Item shall be made at the Contract lump sum price bid listed in the Bid Form and shall represent full compensation for all labor, materials and equipment required to generate and provide record drawings approved and accepted by the City. Record drawings shall be in strict accordance with City of Ft. Myers Standards.

Bid Item 14: Contract Contingency Allowance

Payment for all work under this Bid Item shall be made only at the

City's discretion. This Bid Item shall not exceed 10% of the

Bidders Total Base Bid. The Bidder shall calculate and enter a dollar amount for this Bid Item.

END OF SECTION

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Sanitary Sewer Evaluation Survey Program Change Order Procedures 01113-0018 01 26 00-1

SECTION 01 26 00

CHANGE ORDER PROCEDURES

PART 1 - GENERAL

1.01 DEFINITION

A. Change Order: A written order signed by the CITY, the CONSULTANT and the Contractor authorizing a change in the Project Plans and/or Specifications and, if necessary, a corresponding adjustment in the Contract Sum and/or Contract Time, pursuant to the General Conditions of the Construction Agreement.

B. Administrative Change Adjustment: Minor change order under 10% of project cost or 20% time, which does not have to be Council- approved.

C. Field Directive: A written order issued by CITY which orders minor changes in the

Work not involving a change in Contract Time, to be paid from the CITY’s contingency funds.

D. Field Order: Minor change to contract work that does not require adjustment of contract sum or expected date of completion.

1.02 REQUIREMENTS INCLUDED

A. The Contractor shall promptly implement change order procedures:

1. Provide full written data required to evaluate changes.

2. Maintain detailed records of work done on a time-and-material/force account basis.

3. Provide full documentation to City on request.

B. The Contractor shall designate a member of the Contractor's organization who:

1. Is authorized to accept changes to the Work.

2. Is responsible for informing others in the Contractor's employ of the authorized changes into the Work.

1.03 PRELIMINARY PROCEDURES

A. CITY Project Manager may initiate changes by submitting a Request to Contractor.

Request will include:

1. Detailed description of the change, products, costs and location of the change in the Project.

2. Supplementary or revised Drawings and Specifications.

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3. The projected time extension for making the change.

4. A specified period of time during which the requested price will be considered valid.

5. Such request is for information only and is not an instruction to execute the changes, nor to stop work in progress.

B. Contractor may initiate changes by submitting a written notice to the CITY Project Manager, containing:

1. Description of the proposed changes.

2. Statement of the reason for making the changes.

3. Statement of the effect on the Contract Sum and the Contract Time.

4. Statement of the effect on the work of separate contractors.

5. Documentation supporting any change in Contract Sum or Contract Time, as appropriate.

1.04 FIELD ORDER CHANGE

A. In lieu of a Change Order, the CITY Project Manager may issue a Field Order for the Contractor to proceed with additional work within the original intent of the Project.

B. Field Order will describe changes in the work, with attachments of backup information to define details of the change.

C. Contractor must sign and date the Field Order to indicate agreement with the terms therein.

1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS

A. Contractor shall support each quotation for a lump sum proposal and for each unit price which has not previously been established, with sufficient substantiating data to allow the City to evaluate the quotation.

B. On request, Contractor shall provide additional data to support time and cost computations:

1. Labor required.

2. Equipment required.

3. Products required.

a. Recommended source of purchase and unit cost.

b. Quantities required.

4. Taxes, insurance and bonds.

5. Credit for work deleted from Contract, similarly documented.

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6. Overhead and profit.

7. Justification for any change in Contract Time.

C. Contractor shall support each claim for additional costs and for work done on a time-and-material/force account basis, with documentation as required for a lump-sum proposal.

1. Name of the City's authorized agent who ordered the work and date of the order.

2. Date and time work was performed and by whom.

3. Time record, summary of hours work and hourly rates paid.

4. Receipts and invoices for:

a. Equipment used, listing dates and time of use.

b. Products used, listing of quantities.

c. Subcontracts.

1.06 PREPARATION OF CHANGE ORDERS

A. CITY Project Manager will prepare each Change Order.

B. Change Order will describe changes in the Work, both additions and deletions, with attachments as necessary to define details of the change.

C. Change Order will provide an accounting of the adjustment in the Contract Sum and in the Contract Time.

1.07 LUMP SUM/FIXED PRICE CHANGE ORDER

A. CITY Project Manager initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by the Contractor, or requests from the CITY, or both.

B. Once the form has been completed, all copies should be sent to Contractor for approval. After approval by Contractor, all copies should be sent to City for approval. The City will distribute executed copies after approval by the Board of City Commissioners.

1.08 UNIT PRICE CHANGE ORDER

A. Contents of Change Orders will be based on, either:

1. CITY's definition of the scope of the required changes.

2. Contractor's Proposal for a change, as approved by the CITY.

3. Survey of completed work.

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B. The amounts of the unit prices to be:

1. Those stated in the Agreement.

2. Those mutually agreed upon between City and Contractor.

1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION

CHANGE AUTHORIZATION

A. Refer to Article V.5.6 of the General Conditions of the Construction Agreement.

1.10 CORRELATION WITH CONTRACTOR'S SUBMITTALS

A. Contractor shall periodically revise Schedule of Values and Application for Payment forms to record each change as a separate item of work, and to record the adjusted Contract Sum.

B. Contractor shall periodically revise the Construction Schedule to reflect each change in Contract Time. Revise sub schedules to show changes for other items of work affected by the changes.

C. Upon completion of work under a Change Order, Contractor shall enter pertinent changes in Record Documents.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT…