SPECIFICATIONS_CFM_03-5-25_(4).pdf

TECHNICAL SPECIFICATIONS

SANITARY SEWER EVALUATION SURVEY PROGRAM

Prepared for

ENGINEERING DEPARTMENT

CITY OF FT. MYERS, FLORIDA

MCKIM & CREED PROJECT NUMBER 01113-0018

ON-CALL CONTRACTORS SOLICITATION SPECIFICATIONS

MARCH 2025

Prepared by

5701 Division Drive Suite A Fort Myers, Florida 33905

City of Ft. Myers Sanitary Sewer Evaluation Survey Program

TOC-i

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01 11 13 Summary of Work ............................................................................... 01 11 13: 1-4 01 18 13 Connections to Existing Systems ........................................................ 01 18 13: 1-6 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 32 16 Progress Schedule (Simple) ............................................................... 01 32 16: 1-3 01 32 23 Lines and Grades ............................................................................... 01 32 23: 1-2 01 32 36 Pre-Construction Audio-Video Recording ............................................ 01 32 36: 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 40 01 Quality Control .................................................................................... 01 40 01: 1-8 01 42 13 References ......................................................................................... 01 42 13: 1-6 01 45 29 Laboratory Testing and Services ........................................................ 01 45 29: 1-4 01 50 01 Construction Facilities and Temporary Controls .................................. 01 50 01: 1-8 01 55 26 Traffic Regulation and Public Safety ................................................... 01 55 26: 1-3 01 57 13 Temporary Erosion and Sedimentation Control ................................... 01 57 13: 1-2 01 66 13 Material and Equipment ...................................................................... 01 66 13: 1-10 01 71 37 Hydraulic Structures Testing ............................................................... 01 71 37: 1-5 01 73 29 Cutting and Patching........................................................................... 01 73 29: 1-2 01 74 13 Cleaning ............................................................................................. 01 74 13: 1-4 01 77 00 Contract Closeout ............................................................................... 01 77 00: 1-3 01 78 23 Operation and Maintenance Manuals ................................................. 01 78 23: 1-4 01 78 39 Project Record Documents ................................................................. 01 78 39: 1-4 01 79 01 Training............................................................................................... 01 79 01: 1-3

DIVISION 2 – SITE CONSTRUCTION – NOT USED

DIVISION 3 - CONCRETE

03 01 30 Concrete Rehabilitation ....................................................................... 03 01 30: 1-11 03 30 00 Cast-In-Place Concrete ....................................................................... 03 30 00: 1-28 03 35 00 Concrete Finishes ............................................................................... 03 35 00: 1-3 03 45 00 Precast Concrete Structures ............................................................... 03 45 00: 1-7 03 60 00 Grouting .............................................................................................. 03 60 00: 1-4

DIVISION 5 - METALS

05 53 10 Access Hatches .................................................................................. 05 53 10: 1-4

DIVISION 9 – FINISHES

09 06 00 Piping and Equipment Identification System, ...................................... 09 06 00: 1-4 09 90 00 Painting............................................................................................... 09 90 00: 1-31

Sanitary Sewer Evaluation Survey Program

TOC-ii

DIVISION 26 – ELECTRICAL – NOT INCLUDED AT THIS TIME

26 05 19 Low Voltage Electrical Power Conductors and Cables………………. 26 05 19: 1-4 26 05 23 Control Voltage Electrical Power Cables………………………………. 26 05 23: 1-6 26 05 26 Grounding and Bonding for Electrical Systems……………………….. 26 05 26: 1-8 26 05 29 Hangers and Supports for Electrical Systems………………………… 26 05 29: 1-6 26 05 33 Raceways and Boxes for Electrical Systems…………………………. 26 05 33: 1-11 26 05 43 Underground Ducts and Raceways for Electrical Systems…………. 26 05 43: 1-10 26 05 53 Identification for Electrical Systems……………………………………. 26 05 53: 1-6 26 24 16 Panelboards ……………………………………………………………… 26 24 16: 1-8 26 25 05 480V Control Panels…………………………………………………….. 26 25 05: 1-10 26 29 23 Low Voltage Variable Frequency Motor Controllers………………… 26 29 23: 1-16 26 41 13 Lightning Protection for Structures…………………………………….. 26 41 13: 1-6 26 56 19 LED Exterior Lighting……………………………………………………. 26 56 19: 1-8

DIVISION 31 - EARTHWORK

31 23 16.16 Excavation, Backfill, Fill and Grading for Structures ...........................31 23 16.16: 1-5 31 23 19 Dewatering (During Construction) ......................................................31 23 19: 1-3 31 23 23.23 Excavating, Backfilling and Compacting ............................................31 23 23.23: 1-9

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 13 Pavement Repair and Restoration ....................................................32 01 013: 1-5 32 16 01 Sidewalks, Driveways and Curbs ......................................................32 16 01: 1-7 32 29 10 Seeding and Sodding.........................................................................32 29 10: 1-3

DIVISION 33 - UTILITIES

33 01 30.11 Cleaning, TV’ing & Inspection of Gravity Sewer Systems ................ 33 01 30.11: 1-5 33 01 30.80 Manhole and Wetwell Linings .......................................................... 33 01 30.80: 1-4 33 05 04 Leakage Tests ...................................................................................33 05 04: 1-8 33 05 05 Laying and Jointing Buried Pipes .......................................................33 05 05: 1-10 33 05 19 Ductile Iron Pipe and Fittings .............................................................33 05 19: 1-4 33 05 31.16 Polyvinyl Chloride (PVC) Pipe and Fittings ........................................33 05 31.16: 1-5 33 05 33 High Density Polyethylene (HDPE) Pipe and Fittings .........................33 05 33: 1-7 33 52 28 Poly Pig Cleaning of Mains ................................................................33 52 28: 1 - 4

DIVISION 40 – PROCESS INTERCONNECTIONS

40 05 07 Pipe Support Systems .......................................................................40 05 07: 1-6 40 05 51 Valves and Appurtenances ................................................................40 05 51: 1-20

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 05 05 Demolition .........................................................................................40105 05: 1-4

END OF TOC

Summary of Work

Sanitary Sewer Evaluation Survey Program

01 11 13-1

SECTION 01 11 13

SUMMARY OF WORK

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Description of Work

B. CONTRACTOR's Use of Site

C. Work Sequence

D. CITY Occupancy

1.02 DESCRIPTION OF WORK

A. General: The intent of this bid is to obtain competitive prices to establish an annual contract for as-needed services for Wastewater infrastructure improvements and repairs. The successful contractor will be required to enter into a contract with the

City of Fort Myers and provide all labor, equipment, and materials for infrastructure improvements and repairs. The City has an expectation as part of this contract that the successful contractor(s) will mobilize in an expedited manner during emergency breaks to minimize wastewater water outages for City residents. The

City shall define what constitutes as an emergency. For emergency repairs, estimates shall be provided by the contractor within 6 hours and mobilization shall occur within 12 hours. The various items shall be performed in accordance with

City of Fort Myers specifications and in conformity with the existing condition of the pipe, its grade, and dimensions. All quantities are estimates only and the City is not obligated to purchase any minimum or maximum amount during the life of the contract.

The Contract will be on the basis of materials and equipment specified or described in the Bidding Documents, or “or-equal” materials and equipment as defined in the

General Conditions, or those substitute materials and equipment approved by the

Engineer and identified by Addendum. The materials and equipment described in the Bidding Documents establish a standard of required type, function and quality to be met by any proposed substitute or “or-equal” item. Request for Engineer’s clarification of materials and equipment considered “or-equal” prior to the Effective

Date of the Agreement must be received by the Engineer at least 15 days prior to the date for receipt of Bids. No item of material or equipment will be considered by Engineer as a substitute unless written request for approval has been submitted by Bidder and has been received by Engineer at least 15 days prior to the date for receipt of Bids. Each request shall conform to the requirements of the General

Conditions. The burden of proof of the merit of the proposed item is upon the

Sanitary Sewer Evaluation Survey Program

01 11 13-2

Bidder. Engineer’s decision of approval or disapproval of a proposed item will be final. If Engineer approves any proposed substitute item, such approval will be set forth in an Addendum issued to all prospective Bidders. Bidders shall not rely upon approvals made in any other manner.

All work conducted under this contract shall comply with the 10 States Standards.

Warranty for all work conducted under this contract shall be one (1) year for labor.

Materials shall comply with the individual products installed.

B. The Work includes:

1. Sanitary Gravity Sewer Replacement and Rehabilitation

2. Sanitary Sewer Force Main Replacement and Rehabilitation

3. Manhole Replacement and Rehabilitation

4. Sanitary Sewer Trenchless Rehabilitation – CIPP

5. Sanitary Sewer Cleaning and CCTV Inspection

6. Emergency Repairs/Improvements of Gravity Sewer, Force Main and

Manholes

7. Lift Station Rehabilitation

8. Roadway Restoration

9. Sidewalk Restoration

10. Right-of-Way Restoration

B. Contractor Minimum Qualifications and Experience: The Contractor shall have a minimum of five (5) years’ experience and be licensed to provide underground utility construction and/or sanitary sewer repair and rehabilitation services with the specified technologies. The Contractor’s crew leader shall have completed a minimum of five underground utility construction and/or sanitary sewer repair and rehabilitation projects within the state of Florida. The similar installations shall consist of lift station upgrades, repair and/or rehabilitation, pressure pipeline construction, repair and/or rehabilitation, manhole repair and/or rehabilitation, CCTV inspection and cleaning, gravity sewer construction, repair and/or rehabilitation projects.

The Contractor shall submit the names of the crew leaders for each type of work.

These individuals shall have a minimum of three years each of experience in the applicable work type.

C. Implied and Normally Required Work: It is the intent of these Specifications to provide the CITY with complete operable systems, sub-systems, and other items of Work. Any part or item of Work, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the Work and the Contract Amount. All miscellaneous appurtenances and other items of Work incidental to meeting the intent of these Specifications are included in the Work and the Contract Amount even though these appurtenances

Sanitary Sewer Evaluation Survey Program

01 11 13-3 may not be specifically called for in these Specifications.

D. Quality of Work: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and materials to be furnished as meaning that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis.

E. For all facilities included within this Project, substantial completion will only be considered after an acceptable period of continuous operation of the equipment has occurred. Upon the completion of final startup testing, systems should operate a minimum of seven (7) days with zero bugs or issues. After stable operation has been achieved for seven (7) consecutive days and demonstrated to the Owner, substantial completion will be issued.

1.03 CONTRACTOR'S USE OF SITE

A. In addition to the requirements of the Supplemental Terms and Conditions, limit use of site and premises for work and storage to allow for the following:

1. Coordination of the Work under this CONTRACT with the work of the other contractors where Work under this CONTRACT encroaches on the Work of other contractors.

2. CITY occupancy and access to operate existing facilities.

3. Coordination of site use with CONSULTANT.

4. Responsibility for protection and safekeeping of products under this

CONTRACT.

5. Providing additional off-site storage at no additional cost to the CITY as needed.

1.04 WORK SEQUENCE

A. Construct Work in stages to accommodate the CITY’s use of premises during the construction period and in accordance with the limitations on the sequence of construction specified. Coordinate construction schedules and operations with

CONSULTANT.

B. Coordinate Work of all subcontractors.

1.05 CITY OCCUPANCY

A. Provide means to permit the CITY to occupy premises during the entire period of construction, if necessary or requested. Cooperate with the CITY's representative in all construction operations to minimize conflict, and to facilitate CITY usage.

Sanitary Sewer Evaluation Survey Program

01 11 13-4

B. Conduct operations with the least inconvenience to the public, in general.

1. This may require:

a. Unconventional working hours.

b. Pay may include additional City fees.

1.06 PROTECTION OF EXISTING UTILITIES

A. In case of damage to existing utilities caused by CONTRACTOR construction activities, contact the owner of the utility or appropriate CITY department immediately. Repair any damage to existing utilities caused by CONTRACTOR construction activities in coordination with or as directed by the owner of the utility and the CITY at the expense of the CONTRACTOR.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 GENERAL

A. Starting Work: Start Work within ten (10) days following the date stated in the

Notice to Proceed and execute with such progress as may be required to prevent delay to other contractors or to the general completion of the project. Execute Work at such items or on such parts of the project, with such forces, and with material and equipment as to complete the Work in the time established by the Contract.

At all times, schedule and direct the Work so that it provides an orderly progression to completion within the specified time for completion.

B. The City of Fort Myers Standard Details and Specifications are included in this package for reference and can be found online at the following address:

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

END OF SECTION

Connections to Existing Systems

Sanitary Sewer Evaluation Survey Program

01 18 13-1

SECTION 01 18 13

CONNECTIONS TO EXISTING SYSTEMS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. General Requirements

B. Submittals

C. Scheduling of Shutdown

1.02 RELATED SECTIONS

A. Section 01 11 13 - Summary of Work

B. Section 01 50 01 - Construction Facilities and Temporary Controls

C. Section 01 55 26 – Traffic Regulations and Public Safety

D. Section 32 01 13 - Pavement Repair and Restoration

1.03 GENERAL REQUIREMENTS

A. Be responsible for all connections to existing systems, cutting, fitting and patching, including attendant excavation and backfill, required to complete the work or to:

1. Make its several parts fit together properly.

2. Uncover portions of the work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to requirements of

Contract Documents.

B. Coordination: Before connection is performed, verify and provide for any pipe restraint that may be required for the new connection. Perform all cutting, fitting or patching of the Work that may be required to make the several parts thereof join in accordance with the Contract Documents. Perform restoration with competent workmen skilled in the trade.

C. If changes to a “looped” water distribution system occurring during construction result in dead ends to any new or relocated water mains, connect such dead ends to the nearest water main. In cases where no nearby water main is available, provide a flushing device in coordination with the CITY at no additional cost to the CITY.

Sanitary Sewer Evaluation Survey Program

01 18 13-2

D. Improperly Timed Work: Perform all cutting and patching required to install improperly timed work, to remove samples of installed materials for testing, and to provide for alteration of existing facilities or for the installation of new Work in the existing construction.

E. Limitations: Except when the cutting or removal of existing construction is specified or indicated, do not undertake any cutting or demolition, which may affect the structural stability of the Work or existing facilities without the CONSULTANT's concurrence.

1.04 SUBMITTALS

A. Submit a written request to the CONSULTANT well in advance of executing any cutting or alteration which affects:

1. Work of the CITY or any separate contractor.

2. Structural value or integrity of any element of the project or work.

3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems.

4. Efficiency, operational life, maintenance or safety of operational elements.

5. Visual qualities of sight-exposed elements.

B. Include in request:

1. Identification of the work.

2. Description of affected work.

3. The necessity for cutting, alteration or excavation.

4. Effect on work of the CITY or any separate contract, or on structural or weatherproof integrity of work.

5. Description of proposed work:

a) Scope of cutting, patching, alteration, or excavation.

b) Trades who will execute the work.

c) Products proposed to be used.

d) Extent of refinishing to be done.

6. Alternatives to cutting and patching.

7. Cost proposal, when applicable.

8. Written permission of any separate contractor whose work will be affected.

9. MOT Plan

C. SUBMIT WRITTEN NOTICE TO THE CONSULTANT DESIGNATING THE

DATE AND THE TIME THE WORK WILL BE UNCOVERED.

Sanitary Sewer Evaluation Survey Program

01 18 13-3

1.05 SCHEDULING OF SHUTDOWN

A. Connections to Existing Facilities: If any connections, replacement, or other work requiring the shutdown of an existing facility is necessary, schedule such work at times when the impact on the CITY's normal operation is minimal. If shutdown involves the water distribution or transmission system, provide notice to the CITY at least two (2) weeks prior to the proposed shutdown, including date, time and anticipated length of interruption of service. Overtime, night and weekend work without additional compensation from the CITY, may be required to make these connections, especially if the connections are made at times other than those specified. The connection of new or existing pipelines is prohibited from starting until CONTRACTOR assures that the system can receive the new flow.

B. Interruptions of Service: Perform cut-ins into lines at a time approved in writing by the CITY. Whenever it is required to turn off valves which may interrupt the water supply of residents or businesses, notify all concerned parties or agencies with personal contact, door hangers and written boil water notice at least forty-eight (48) hours in advance of such cut-off, after having obtained the approval of the CITY. CONTRACTOR is responsible for boil water notice. Provide a copy of the written notice to the CITY by fax. ONLY CITY PERSONNEL MAY OPERATE CITY-OWNED VALVES. Maintain water service to existing connections during construction, under any and all conditions and at no additional cost to the CITY.

Thoroughly clean and swab all pipe and fittings for cut-ins with a concentrated solution of calcium hypochlorite.

C. Request for Water System Shutdowns: When plans call for connection to existing water distribution facilities or the CONTRACTOR plans to shut down existing utilities or where damage to such facilities is likely in order to complete construction of items under this contract, furnish the CITY with a written request for connection and shutdown valving plan. The CITY will identify the locations of all water valves needed to isolate the point of connection in the event that the existing facilities are damaged while making the connection. Identify in the request the valves, bypass piping, portable pumper trucks or any other means which the CONTRACTOR proposes to use in order to provide effective shutdown of the system. Include in a connection and shutdown schedule details of shutdown time and duration. Begin no connections, or construction where shutdown of or damage to existing utilities may occur, prior to CITY approval of the connection and shutdown plan and schedule.

D. Request for Wastewater Diversion: Submit a request for each diversion necessary during construction to the CITY and the CONSULTANT sufficiently in advance of any required diversion. Identify in the request the valves, bypass piping, portable pumper trucks or any other means which the CONTRACTOR proposes to use in order to provide effective shutdown of the system. Include in a connection and shutdown schedule details of shutdown time and duration.

Begin no connections, or construction where shutdown of or damage to existing utilities may occur, prior to CITY approval of the connection and shutdown plan and schedule.

Sanitary Sewer Evaluation Survey Program

01 18 13-4

PART 2 - PRODUCTS

2.01 MATERIALS

A. Comply with specifications and standards for each specific product involved.

PART 3 - EXECUTION

3.01 INSPECTION

A. Inspect existing conditions of projects, including elements subject to damage or to movement during cutting and patching.

B. After uncovering work, inspect conditions affecting installation of products, or performance of the work.

C. Report unsatisfactory or questionable conditions to the CITY and the CONSULTANT in writing; do not proceed with work until the CONSULTANT has provided further instructions.

3.02 PREPARATION

A. In cases where service to utility customers is interrupted, provide adequate equipment with backup onsite to assure prompt restoration of service.

B. Provide adequate temporary support as necessary to assure structural value or integrity or affected portion of work.

C. Provide devices and methods to protect other portions of project from damage.

D. Provide protection from elements for that portion of the project that may be exposed by cutting and patching work and maintain excavations free from water.

E. Material Removal: Cut and remove all materials to the extent shown or as required to complete the Work. Remove materials in a careful manner with no damage to adjacent facilities. Remove materials that are not salvageable from the site.

3.03 PERFORMANCE

A. Execute cutting and demolition by methods that will prevent damage to other work and will provide proper surfaces to receive installation of repairs.

B. Execute excavating and backfilling by methods which will prevent settlement or damage to other work.

C. Employ original installer or fabricator to perform cutting and patching for:

1. Weather-exposed or moisture-resistant elements.

Sanitary Sewer Evaluation Survey Program

01 18 13-5

2. Sight-exposed finished surfaces.

D. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes.

E. Restore work, which has been cut or removed; install new products to provide completed work in accord with requirements of contract documents.

F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.

G. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes:

1. For continuous surfaces, refinish to nearest intersection.

2. For an assembly, refinish entire unit.

3.04 PAVEMENT RESTORATION

A. Restore all pavement or roadway surfaces in accordance with Section 32 01 13 – Pavement Repair and Restoration.

B. Restore, replace or rebuild existing street paving, including underdrains, if any are encountered, where damaged, using the same type of construction as was in the original. Be responsible for restoring all such work, including subgrade, base courses, curb and gutter or other appurtenances where present. Obtain and pay for at CONTRACTOR’s expense such local or other governmental permits as may be necessary for the opening of streets and be satisfied as to any requirements other than those herein set forth which may effect the type, quality and manner of carrying on the restoration of surfaces by reason of jurisdiction of such governmental bodies.

C. This section does not describe the construction of new road surfaces or the complete resurfacing of existing pavements.

D. In all cases, the CONTRACTOR will be required to maintain, without additional compensation, all permanent replacement of street paving, done by him under this Contract for a period of 12 months after the acceptance of the Contract, including the removal and replacement of such work wherever surface depressions, cracking, or underlying cavities result from settlement of trench backfill.

E. Perform all the final resurfacing or repaving of streets or roads, over the excavations made and be responsible for relaying paving surfaces of roads that have failed or been damaged at any time before the termination of the maintenance period on account of work done by him. Resurface or repave over any tunnel jacking, or boring excavation that settles or breaks the surface, repave to the satisfaction of the CITY and at the CONTRACTOR's expense. Conform

Sanitary Sewer Evaluation Survey Program

01 18 13-6 backfilling of trenches and the preparation of subgrades to the requirements of excavation and backfilling of pipeline trenches.

F. Where pipeline construction crosses paved streets, the CONTRACTOR may elect, at no additional cost to the CITY, to place the pipe by the jacking or boring or tunneling method in lieu of cutting and patching of the paved surfaces.

Measurement and Payment

Sanitary Sewer Evaluation Survey Program

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.

Sanitary Sewer Evaluation Survey Program

01 22 16-2

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, Sanitary Sewer Evaluation Survey Program

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.

Sanitary Sewer Evaluation Survey Program

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.

Payment shall be by linear foot.

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 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.

Payment shall be by linear foot.

2E: Replace Broken Cleanout

The unit price amount for this Pay Item shall include all labor, 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, seeding, sod, curbing, asphalt, concrete drives and sidewalks, etc.

Sanitary Sewer Evaluation Survey Program

01 22 16-5 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 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 as contained in the contract bid proposal sheet. The unit price shall vary based on the diameter of the pipe. Measurement for payment shall be along the centerline of the force main. Payment for Sanitary Sewer Force Main Pipe

Sanitary Sewer Evaluation Survey Program

01 22 16-6

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.

Sanitary Sewer Evaluation Survey Program

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.

Payment shall be by each.

4B: Stop Active Infiltration – Manholes

The unit price amount for this Pay Item shall include all labor, 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.

Payment shall be by each.

4C: Manhole Bench/Flow Channel Rehabilitation

The unit price amount for this Pay Item shall include all labor, 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 actual number of manholes repaired.

Sanitary Sewer Evaluation Survey Program

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.

Payment shall be by linear foot.

4E: Manhole Sand Blasting

The unit price amount for this Pay Item shall include all labor, 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.

Payment shall be by each.

4F: Coat Frame and Corbel – Manholes

The unit price amount for this Pay Item shall include all labor, 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 approved by the City. Measurement shall be the number of

Sanitary Sewer Evaluation Survey Program

01 22 16-9 manholes having completed repairs as shown the drawings or where directed by the Project Representative. Payment shall be the actual number of manholes repaired.

Payment shall be by each.

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.

Sanitary Sewer Evaluation Survey Program

01 22 16-10

4H: Install Inside Drop – Manholes

The unit price amount for this Pay Item shall include all labor, 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.

Payment shall be by each.

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.

Payment shall be by each.

4J: Manhole Root Removal

The unit price amount for this Pay Item shall include all labor, 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 actual number of manholes repaired.

Payment shall be by each.

4K: Manhole Debris Removal

The unit price amount for this Pay Item shall include all labor, 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.

Restoration including grading, seeding, sod, curbing, asphalt, Sanitary Sewer Evaluation Survey Program

01 22 16-11 concrete drives and sidewalks, etc. shall be restored to existing conditions as approved by BSU. 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.

Payment shall be by each.

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.

Payment shall be by each.

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.