01025 - 1 of 23 OCU Master CIP Technical Specifications rev: January 2020

Addendum No. 1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

A. This Section specifies administrative and procedural requirements to define pay items and determine payable amounts, and includes but is not limited to:

1. General Provisions

2. Cash Allowances

3. Work Not Paid for Separately

4. Measurement for Payment

5. Partial Payment for Stored Materials and Equipment

1.02 GENERAL PROVISIONS

A. This specification includes standard descriptions for all bid items. This Contract’s specific bid items are listed in the Bid Schedule.

The total Contract Amount shall cover the Work required by the Contract Documents. All costs in connection with the 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 unit and lump sum prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid.

If used, all estimated quantities stipulated in the Bid Schedule or other Contract Documents are approximate and are to be used only (a) for the purpose of comparing the bids submitted for the Work, and (b) as a basis for determining an initial Contract Amount. The actual amounts of Work completed and materials furnished under unit price items may differ from the estimated quantities. The County does not expressly or by implication represent that the actual quantities involved will correspond exactly to the quantities stated in the Bid Schedule; nor shall the Contractor plead misunderstanding or deception because of such estimate or quantities or of the character, location or other conditions pertaining to the Work. Payment to the Contractor will be made only for the actual quantities of work performed or material furnished in accordance with the Drawings and other Contract Documents, and it is understood that the quantities may be increased or decreased as provided in the General Conditions.

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Addendum No. 1

If used, the unit prices listed in the Bid Schedule shall include all services, obligations, responsibilities, labor, materials, devices, equipment, royalties and license fees, supervision, temporary facilities, construction equipment, bonds, insurance, taxes, clean up, traffic control, control surveys, field offices, close out, overhead and profit and all connections, appurtenances and any other incidental items of any kind or nature, as are necessary to complete the Work in accordance with the Contract Documents.

Except for mobilization/demobilization and project record documents, payment for Work will be based on the percent of completed work of each item in the Schedule of Values, including stored materials, as determined by the County. Progress of work in each item of the Schedule of Values will be determined separately by the County. However, the County will issue a single payment certificate for progress on the Contract.

The Contractor agrees that it will make no claim for damages, anticipated profits, or otherwise because of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts therefore.

Where payment by scale weight is specified under certain items, the Contractor shall provide suitable weighing equipment which shall be kept in accurate adjustment at all times and certified. The weighing of all material shall be performed by the Contractor in the presence and under the supervision of the County.

All schedules included in the Contract Documents are given for convenience and are not guaranteed to be complete. The Contractor shall assume all responsibility for the making of estimates of the size, kind, and quantity of materials and equipment included in work to be done under this Contract.

Where pipe fittings are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve the Contractor from laying and jointing different or additional items where required.

All contracts shall be subject to 10% minimum retainage as defined in the General Conditions and the Agreement.

1.03 WORK NOT PAID FOR SEPARATELY

Delivery: Payment for equipment delivery, storage or freight shall be included in the pay items including their installation and no other separate payment will be made therefore.

Bonds: Payment for bonds required by the Contract shall be included in the pay items for the Work covered by the required bonds and no separate payment will be made.

Preparation of Site: Payment for preparation of site shall be included in pay items proposed for the various items of Work and no separate payment will be made therefore. Preparation of site includes setting up construction plant, offices, shops, storage areas, sanitary and other facilities required by the specifications or state law or regulations; providing access to the site; obtaining necessary permits and licenses; payments of fees; general protection, temporary heat and utilities including electrical power; providing shop

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Addendum No. 1

\and working drawings, certificates and schedules; providing required insurance;

preconstruction photographs and videos; trench excavation, sheeting, shoring and bracing;

dewatering and disposal of surplus water; structural fill, backfill, compaction and grading;

testing materials and apparatus; maintenance of drainage systems; appurtenant work;

record drawing and close-out documentation; cleaning up; and all other work regardless of its nature which may not be specifically referred to in a Bid Item but is necessary for the complete construction of the project set forth by the Contract.

Permitting & Permit Fees.

1. Payment for Orange County permits, as described in Section 01065, shall be based on the most current Orange County Fee Directory.

Sanitary Sewer Overflows:

1. The contractor shall be liable for any and all sanitary sewer overflows associated with the Contract, regardless of fault. The Contractor shall be liable for all County personnel labor and equipment costs, penalties and fines resulting from sanitary sewer overflows.

Such occurrences may be considered violations of Florida Statutes or administrative rules and may result in additional liability beyond that outlined below for damages and restoration, and the judicial imposition of civil penalties, pursuant to Sections 403.121 and 403.161 Fla Stat. Contractor will be assessed the following penalties for any and each Sanitary Sewer Overflow:

a. For a domestic or industrial wastewater violation not involving a surface water or groundwater quality violation, OCU shall assess a penalty of $2,000 for each unpermitted or unauthorized event or occurrence.

b. For an unpermitted or unauthorized discharge that resulted in a surface water or groundwater quality violation, OCU shall assess a penalty of $5,000 for each unpermitted or unauthorized event or occurrence.

c. In addition, for any and all unpermitted or unauthorized discharge, OCU shall assess a penalty in the amount of $1.00 per gallon of sanitary sewer overflow, up to a maximum amount of $100,000 per each Sanitary Sewer Overflow.

The County reserves the right to delete any item included in the Schedule of Values and decrease the Contract Price by the scheduled amount for the item deleted.

1.04 MEASUREMENT FOR PAYMENT

Methods of Measurement - Generally:

1. Units of measurement shall be defined in general terms as follows:

a. Linear Feet (LF)

b. Square Feet (SF)

c. Square Yards (SY)

d. Cubic Yards (CY)

e. Each (EA)

f. Sacks (SK)

g. Lump Sum (LS)

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Addendum No. 1

2. Unit Price Contracts/Items:

a. Linear Feet (LF) shall be measured along the horizontal length of the centerline of the installed material, unless otherwise specified. Pipe shall be measured along the length of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves or fittings. Pipe included within the limits of lump sum items will not be measured.

b. Square Feet (SF), Square Yards (SY), Cubic Yards (CY), Each (EA) and Sacks (SK) shall be measured as the amount of the unit of measure installed and compacted within the limits specified and shown in the Specifications and Drawings. Slope angles and elevations shall be measured using land-surveying equipment. Contractor shall provide supporting documentation (i.e. drawings, delivery tickets, invoices, survey calculations, etc.) to verify actual installed quantities.

Lump Sum Contracts/Items - Generally:

1. Quantities provided in the Schedule of Values are for the purpose of estimating the completion status for progress payments. Payment will be made for each individual item on a percentage of completion basis as estimated by the Contractor and approved by the County.

2. Adjustments to costs provided in the accepted Schedule of Values may be made only by Change Order.

3. The County reserves the right to delete any item included in the Schedule of Values and decrease the Contract Price by the scheduled amount for the item deleted.

1.05 MEASUREMENT AND PAYMENT ITEMS

Only those bid items included in the Bid Schedule are applicable for this Contract. The County has standardized the measurement and payment items. Currently, there are approximately 100 measurement and payment items describing approximately 300 bid items. The bid item numbering system comprises five sections that are divided into 23 subsections. The sections and subsections are listed below.

10. General Requirements

10.1 General

11. Site Work

11.1 Miscellaneous

11.2 Road Work

11.3 Install/Replace Fence or Wall

11.4 Bypass Pumping

11.5 Abandon or Remove Pipe/Structure

12. Pressure Pipes

12.1 Pressure Pipe and Fittings and Restrained Joints

12.2 Valves

12.3 Tapping Sleeve and Valve Assembly

12.4 Cut-in Connections to Existing Main

12.5 Piping Appurtenances

12.6 Directional Drill

12.7 Pipe Bursting

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Addendum No. 1

13. Wastewater Collection System

13.1 Cleaning Sanitary Sewers

13.2 CCTV Sanitary Sewers

13.3 Install/Replace Sanitary Sewer

13.4 Install/Replace Sanitary Manholes

13.5 Sanitary Manhole Rehabilitation

13.6 Sanitary Service Laterals and Cleanouts

13.7 Cured-in-Place Pipe (CIPP) Liner

13.8 Sanitary Sewer Pipe Bursting

14. Pump Stations

14.1 Wastewater Duplex Pump Station

14.2 Wastewater Triplex Pump Station

All of the subsections have bid item measurement and payment descriptions. Several bid items in the Project Bid Schedule may be described with the same bid item measurement and payment description in Table A, "Measurement and Payment Items". The bid items in the Project Bid Schedule are related to the Section 01025 measurement and payment items as follows:

1. All of the bid items in the Project Bid Schedule have 8 numerical digits.

2. Table A, “Measurement and Payment Items” for each of the bid items there are five numerical digits followed by “.xxx”.

3. The first 5 numerical digits of the bid item in the Project Bid Schedule designate the measurement and payment item found in Table A, "Measurement and Payment Items."

Table A

BID

ITEM

MEASUREMENT AND PAYMENT ITEMS

Pg 1

10 GENERAL REQUIREMENTS

10.1 - General

Reference ID 10.110.110 Mobilization, Demobilization, Bonds, and Permits (not to exceed 5% of the total of all bid items except bid items under section

10.1 General)

a. Measurement: Measurement of various items for Mobilization and

Demobilization shall not be made for payment and all items shall be included in the lump sum price. This lump sum price shall not exceed 5% of the total of all bid items except bid items under section 10.1 General.

b. Payment: Payment of 75 percent of the applicable lump sum price for the item shall be full compensation for the Work consisting of the preparatory Work and operations in mobilizing for beginning Work on the Contract, including, but not limited to, movement of those personnel, equipment, supplies and incidentals to the project site, preparation of submittals, and for the establishment of temporary offices and buildings including construction field office, safety equipment and first aid supplies, project signs, field surveys, sanitary and other facilities required by these specifications, and State and

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Addendum No. 1 local laws and regulations. Prior to construction, Contractor shall obtain an independent survey of all project roadways to ensure the restored roadways match existing pre-construction grades. The costs of General Requirements (Section 01001), bonds, permits, and any required insurance, project signs, and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included. This Work also consist of the general project management of the Work including, but not limited to, field supervision and office management, as well as other incidental cost for management of the Work during the duration of the Contract. This Work also includes maintenance of the construction field office for the duration of the Contract.

Payment of the remaining 25 percent of the applicable lump sum price for this item also consists of demobilization or the operations normally involved in ending Work on the project including, but not limited to, termination and removal of temporary utility service and field offices; demolition and removal of temporary structures and facilities; restoration of Contractor storage areas;

disposal of trash and rubbish, and any other post-construction work necessary for the proper conclusion of the Work.

2 Reference ID 10.120.110 Preconstruction Audio-Video Documentation

a. Measurement: Measurement shall be based on the satisfactory submittal of a comprehensive pre-construction video in accordance with the County requirements and specifications (Section 01101).

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to create a comprehensive pre-construction video in accordance with the County requirements and specification.

3 Reference ID 10.130.110 Indemnification

a. Payment: In consideration of the Contractor's Indemnity Agreement as set out in the Contract Documents, the County specifically agrees to give the Contractor a maximum of $100.00 and other good and valuable consideration, receipt of which is acknowledged upon signing of the Agreement.

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Addendum No. 1

Reference ID 10.140.110 Project Record Documents (a minimum of 1% of the total of all bid items except bid items under section 10.1 General)

a. Measurement: Measurement for this item shall be based on satisfactory progress of the Contractor to provide Project Record Documents in accordance with the County requirements and specifications (Section 01720). Various items for Project Record Documents shall not be made for individual payment and all items shall be included in the lump sum price. This lump sum price shall be a minimum of 1% of the total of all bid items except bid items under section 10.1 General).

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to create the Project Record Drawings, including the certified as-built survey, in accordance with the County requirements and specifications. Payment will be made at the lump sum price divided into equal monthly payments based on the Contract Time and acceptance by County of the progressive as-built drawings and tables.

5 Reference ID 10.150.110 Maintenance of Traffic

a. Measurement: Measurement shall be based on satisfactory Maintenance of Traffic (MOT) in accordance with County requirements and Florida Department of Transportation (FDOT) standards.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to maintain public roadway and pedestrian traffic including flag men, uniformed police officers, barricades, warning lights/flashers, and safety ropes. Also included is furnishing, installing and maintaining a Traffic Control Plan, control and safety devices, control of dust, temporary crossing structures over trenches, any necessary detour facilities, and other special requirements for the safe and expeditious movements of traffic.

6 Reference ID 10.160.110 Public Information Officer

a. Measurement: Measurement shall be based on satisfactory Public Information/Relations in accordance with County requirements.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to provide and maintain communication with those individuals having a residence, business, or property adjacent to or within 1,000-feet of the construction area. Payment shall include the rental of venues, preparation of and conducting all meetings, and preparation of and disbursement of printed materials.

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Addendum No. 1

7 Reference ID 10.170.110 License Agreement/Notification to Homeowner

a. Measurement: Shall be measured as lump sum to obtain notarized License

Agreement from affected property owners and all items shall be included in the lump sum price. This item shall include furnishing all labor, materials, equipment and services necessary to obtain notarized Licensed Agreement from affected property owners prior to beginning any work on private property.

b. Payment: Pay item to be apportioned to the total of the water/wastewater system improvements of the Work requiring the execution of License Agreement(s) and paid monthly based on the Work in the areas completed as part of the pay application that require the execution of License Agreement(s).

11 SITE WORK

11.1 – Miscellaneous

8 Reference ID 11.110.110 Erosion and Sediment Control

a. Measurement: Measurement shall be based on satisfactory Erosion and Sediment

Control in accordance with the County requirements and specifications (Section 01560).

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment to control and prevent sediment transportation from the Work area to adjacent properties, including installation, maintenance, and removal of temporary erosion and sediment controls.

9 Reference ID 11.120.110 Unsuitable Materials

a. Measurement: Unsuitable Material shall be measured in actual cubic yards removed and disposed of in accordance with the County requirements and specifications. Extra volume beyond the limits of construction will not be measured for payment. The Contractor shall provide survey calculations to verify actual removed quantities.

b. Payment: Payment will be made at the contract unit price bid per cubic yard as stated in the proposal and shall include all labor, materials and equipment to remove and dispose of unsuitable material including the removal of overburden.

10 Reference ID 11.130.110 Fill Dirt

a. Measurement: Fill Dirt shall be measured in actual cubic yards of suitable material placed and compacted in accordance with the County requirements and specifications. Extra volume beyond the limits of construction will not be measured for payment. The Contractor shall provide survey calculations to verify actual placed quantities.

b. Payment: Payment will be made at the contract unit prices bid per cubic yard as stated in the proposal and shall include all labor, materials and equipment to replace and compact suitable material including the removal of overburden.

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Addendum No. 1

11.2 - Road Work 11 Reference ID 11.230.110 Milling and Resurfacing (SP 12.5, 1.5” thick)

a. Measurement: Milling and Resurfacing shall be measured in actual square yards over which the milling and subsequent resurfacing is completed and accepted at the thickness as indicated in the Drawings.

b. Payment: Payment will be made at the contract unit price bid per square yard as stated in the proposal for Milling and Resurfacing and shall include all labor, materials, and equipment to mill surface; dispose of milled materials; and apply SP 12.5 asphalt surface overlay in accordance with County requirements and specifications. The unit price bid shall also include traffic signalization repair, and permanent striping and markings.

Reference ID 11.241.110 Asphalt Pavement Removal and Replacement (Novella Eliza Lane)

a. Measurement: Asphalt Pavement Removal and Replacement shall be measured in actual square yards of asphalt paving, base material, subgrade material removal and replacement, including the road widening and revised alignment, furnished and installed in accordance with the County requirements, drawings, and specifications, including coordinating with the power company for power pole removal and relocation, temporary bracing, ensuring one travel lane open for regular and emergency vehicles, and all items necessary to provide a completed roadway. The width measured for payment of asphalt, base, and subgrade removal and replacement, as measured perpendicular to the centerline of the pipe, shall be limited to the width shown on the Drawings. The length shall be as measured along the centerline of the pipe.

b. Payment: Payment will be made at the contract unit price bid per square yard as stated in the proposal for Asphalt Pavement Removal and Replacement and shall include all labor, materials, and equipment necessary to provide a safe, smooth driving surface. The Work shall include saw cutting; pavement removal and proper disposal of existing pavement, base and subgrade removal and proper disposal, installing additional asphalt, base and subgrade, ribbon curb, roadside swales, check dams, power pole coordination and relocation, and all improvements, as shown in the drawings, prime coat, tack coat, and asphalt, compaction, traffic signalization repair, and temporary striping and markings in accordance with the County requirements and specifications. Payment will be made once and shall include two (2) 1” thick lifts of SP 9.5, eight (8) inches of base, and twelve (12) inches of Type B stabilized Subbase.

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Addendum No. 1

Reference ID 11.250.111 Concrete Driveway Removal and Replacement (6” Thick)

a. Measurement: Concrete Driveway Removal and Replacement shall be measured in actual number of each Concrete Driveway removed and replaced. Replaced portions of driveways shall conform to the lines and grades of removed portions of driveways. Thickness of driveway pavement shall be six (6) inches.

b. Payment: Payment shall be made based on the authorized quantity at the unit price indicated in the Bid for Concrete Driveway Removal and Replacement and shall include all labor, materials, and equipment for saw-cutting, removal and proper disposal of existing concrete, compaction per FDOT Section 522, form work, concrete replacement, restoration, and clean-up for a complete installation.

14 Reference ID 11.250. 112 Concrete Driveway Removal and Replacement (8” Thick)

c. Measurement: Concrete Driveway Removal and Replacement shall be measured in actual number of each Concrete Driveway removed and replaced. Replaced portions of driveways shall conform to the lines and grades of removed portions of driveways. Thickness of driveway pavement shall be eight (8) inches.

d. Payment: Payment shall be made based on the authorized quantity at the unit price indicated in the Bid for Concrete Driveway Removal and Replacement and shall include all labor, materials, and equipment for saw-cutting, removal and proper disposal of existing concrete, compaction per FDOT section 522, form work, concrete replacement, restoration, and clean-up for a complete installation.

15 Reference ID 11.252.110 Concrete Paver Driveway Replacement

a. Measurement: Concrete Paver Replacement shall be measured in actual number of each of the concrete paver driveways removed and replaced. Replaced portions of driveways shall conform to the lines and grades of removed portions of road or driveways.

b. Payment: Payment will be made based on the authorized quantity at contract unit price as stated in the bid for Concrete Paver Replacement and shall include all labor, materials, and equipment for saw-cutting, removal, and proper storage of existing pavers, furnishing and installing new base materials, compaction, paver replacement, restoration, and clean-up for a complete installation.

16 Reference ID 11.270.110 Storm Pipe Replacement (15” RCP)

a. Measurement: Measurement for Storm Pipe Replacement shall be made per each of the storm pipe removed and replaced.

b. Payment: Payment for Storm Pipe Replacement shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to remove an existing storm pipe and its offsite disposal and for a complete new pipe installation including excavation, sheeting, shoring and bracing, dewatering, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with recycled

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Addendum No. 1 concrete aggregate base, flowable fill, compaction, temporary pavement restoration, and final grading, crushed rock base, connection of new or existing storm sewer, replacement of short sections of existing storm sewer if necessary for structure installation, joint sealing, connection to existing curb and gutter, and as-built survey. This item also includes removal and replacement of fences and gates, mailboxes, trees, shrubs, irrigation sprinklers, sidewalk, curb and gutter, sod and other obstructions.

17 Reference ID 11.270.111 Storm Pipe Replacement (18” RCP)

a. Measurement: Measurement for Storm Pipe Replacement shall be made per each of the storm pipe removed and replaced.

b. Payment: Payment for Storm Pipe Replacement shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to remove an existing storm pipe and its offsite disposal and for a complete new pipe installation including excavation, sheeting, shoring and bracing, dewatering, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with recycled concrete aggregate base, flowable fill, compaction, temporary pavement restoration, and final grading, connection of new or existing storm sewer, replacement of short sections of existing storm sewer if necessary for structure installation, joint sealing, connection to existing curb and gutter, and as-built survey. This item also includes removal and replacement of fences and gates, mailboxes, trees, shrubs, irrigation sprinklers, sidewalk, curb and gutter, sod and other obstructions.

18 Reference ID 11.270.112 Storm Pipe Replacement (48” RCP)

a. Measurement: Measurement for Storm Pipe Replacement shall be made per each of the storm pipe removed and replaced.

b. Payment: Payment for Storm Pipe Replacement shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to remove an existing storm pipe and its offsite disposal and for a complete new pipe installation including excavation, sheeting, shoring and bracing, dewatering, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with recycled concrete aggregate base, flowable fill, compaction, temporary pavement restoration, and final grading, connection of new or existing storm sewer, replacement of short sections of existing storm sewer if necessary for structure installation, joint sealing, connection to existing curb and gutter, and as-built survey. This item also includes removal and replacement of fences and gates, mailboxes, trees, shrubs, irrigation sprinklers, sidewalk, curb and gutter, sod and other obstructions.

19 Reference ID 11.270.113 Storm Structure Removal (Flume)

a. Measurement: Storm Structure Removal (Flume) shall be measured per actual number of each type satisfactorily removed, furnished and installed, and all restoration required.

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Addendum No. 1

b. Payment: Payment shall be made based on the authorized quantity at the unit price indicated in the Bid for Storm Structure Removal (Flume) and shall include all labor, materials, and equipment to remove the respective storm concrete flume, including temporary stormwater management, protection of existing utilities and irrigation, dewatering, excavation, backfill removal and replacement of Type B stabilization, removal of base and replacement with base, compaction, grading, sod replacement, restoration and clean-up.

20 Reference ID 11.270.114 FDOT Type “C” Inlet

a. Measurement: Measurement for each FDOT Type “C” Inlet shall be satisfactorily installed.

b. Payment: Payment for FDOT Type “C” Inlet shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to install the storm structure for a complete new structure installation including excavation, sheeting, shoring and bracing, dewatering, backfill of Type B stabilization, and replacement with base, compaction, temporary pavement restoration, and final grading, connection of new or existing storm sewer, replacement of short sections of existing storm sewer if necessary for structure installation, joint sealing, connection to existing curb and gutter, and as-built survey. This item also includes removal and replacement of fences and gates, mailboxes, trees, shrubs, irrigation sprinklers, sidewalk, curb and gutter, sod and other obstructions.

21 Reference ID 11.270.115 FDOT Mitered End Section

a. Measurement: FDOT Mitered End Section shall be measured in actual number of units satisfactorily installed.

b. Payment: Payment will be made at the contract unit price bid as stated in the proposal for FDOT Mitered End Section and shall include all labor, materials, and equipment for installation, compaction, and restoration for a complete

22 Reference ID 11.270.116 18” Reinforced Concrete Pipe

a. Measurement: 18” Reinforced Concrete Pipe shall be measured in actual linear feet installed and measured along the centerline of the pipe within the excavation of the trench.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for 18” Reinforced Concrete Pipe and shall include all labor, materials, and equipment for installation of Class III RCP per FDOT Standards, stabilization compaction, and site restoration, and sodding for a complete installation.

23 Reference ID 11.270.117 Concrete Weir

a. Measurement: Concrete Weir shall be measured in actual number of units satisfactorily installed.

b. Payment: Payment will be made at the contract unit price bid as stated in the

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Addendum No. 1 proposal for Concrete Weir and shall include all labor, materials, and equipment for installation, compaction, and restoration for a complete

24 Reference 11.420.110 Bypass Pump Station (<500 gpm)

a. Measurement: Measurement Bypass Pump Station shall be based on the complete bypass operation and contingency plan in accordance with the County requirements and specifications.

b. Payment: Payment of the applicable Contract lump sum price shall be full compensation for furnishing all labor, materials, equipment as necessary for bypass operations and contingency plan as required, including pumps, piping, and hoses; tankers; temporary bypass and service piping; hauling and proper disposal of wastewater; plugging; gasoline/diesel fuel; protection of existing facilities, utilities, and property; traffic maintenance; signs and barriers; and all incidental work required to satisfactorily complete this item.

25 Reference ID 11.530.110 Remove Existing Pipe (3-Inch Forcemain)

a. Measurement: Remove 3-Inch Forcemain shall be measured in actual linear feet satisfactorily removed in accordance with the County requirements and specifications (Section 02080). Pipe removal shall be measured along the centerline without deduction for valves and fittings.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Remove 3-Inch Forcemain and shall include all labor, materials, and equipment to excavate, backfill and compact; sheet, shore, and brace; dewater; completely drain and properly dispose of pipe contents; and pipe designated to removed. Also included in this item is the removal of existing valve boxes located on valves connected to piping designated to be retired.

Valve boxes shall be removed, backfilled and compacted with suitable material.

12 PRESSURE PIPES

12.1 - Pressure Pipes with Fittings and Restrained Joints

Reference ID 12.110.110 Water Main with Fittings and Restrained Joints (RJ) (4” Diameter PVC)

a. Measurement: Water Main installation regardless of type and size shall be measured in actual linear feet satisfactorily furnished and laid, as measured along the length of the centerline of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves and fittings. Pipe included within the limits of lump sum pay items will not be measured for payment under this item.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Water Main w/Fittings and restrained joints and shall include all labor, materials, and equipment to construct the respective pipeline including coordination with existing utilities, protection of existing utilities including service connections, tree protection, excavation, sheeting, shoring and bracing, dewatering, groundwater treatment and disposal, backfill, pressure testing, sampling, compaction, and grading, all testing, potable water system protection, disinfection, restoration, sod and clean-up. This item also includes all necessary fittings, reducers, bends, tees, wyes, plugs, restraining devices, polyethylene encasement where required, metallic tracer wire, line locator, identification markers, and removal and replacement of fences and gates, mailboxes, trees, shrubs, 01025 - 14 of 23

Addendum No. 1 irrigation sprinklers and other obstructions.

Reference ID 12.110.111 Water Main with Fittings and Restrained Joints (RJ) (6” Diameter PVC)

a. Measurement: Water Main installation regardless of type and size shall be measured in actual linear feet satisfactorily furnished and laid, as measured along the length of the centerline of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves and fittings. Pipe included within the limits of lump sum pay items will not be measured for payment under this item.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Water Main w/Fittings and restrained joints and shall include all labor, materials, and equipment to construct the respective pipeline including coordination with existing utilities, protection of existing utilities including service connections, tree protection, excavation, sheeting, shoring and bracing, dewatering, groundwater treatment and disposal, backfill, pressure testing, sampling, compaction, and grading, all testing, potable water system protection, disinfection, restoration, sod and clean-up. This item also includes all necessary fittings, reducers, bends, tees, wyes, plugs, restraining devices, polyethylene encasement where required, metallic tracer wire, line locator, identification markers, and removal and replacement of fences and gates, mailboxes, trees, shrubs, irrigation sprinklers and other obstructions.

Reference ID 12.130.110 Forcemain with Fittings and Restrained Joints (RJ) (4” Diameter PVC)

a. Measurement: Forcemain installation regardless of type and size shall be measured in actual linear feet satisfactorily furnished and laid, as measured along the length of the centerline of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves and fittings.

Pipe included within the limits of lump sum pay items will not be measured for payment under this item.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Forcemain w/Fittings and RJs and shall include all labor, materials, and equipment to construct the respective pipeline including coordination with existing utilities, protection of existing utilities including service connections, tree protection, excavation, sheeting, shoring and bracing, dewatering, groundwater treatment and disposal, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with high early strength or recycled concrete base per the drawings, compaction, and grading, all testing, restoration, sod and clean-up. This item also includes all necessary fittings, reducers, bends, tees, wyes, plugs, restraining devices, pressure testing, polyethylene encasement where required, metallic tracer wire, line locator, identification markers, and removal and replacement of fences and gates, mailboxes, trees, shrubs, irrigation sprinklers and other obstructions.

12.2 – Valves

29 Reference ID 12.210.110 Gate Valve with Box (4” Diameter)

a. Measurement: Measurement for Gate Valve with Box and End Cap shall be made per actual number of gate valves with valve boxes and end caps satisfactorily furnished and installed complete with covers and concrete collars. Gate valves

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Addendum No. 1 included within tapping sleeve and valve, air release valve assembly, and fire hydrant pay items will not be measured for payment under this item.

b. Payment: Payment for the Gate Valve with Box and End Cap shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment to install the valve, valve box, valve box extensions, operating nut extensions, test station box and cap, valve wrenches, restraining devices, covers, concrete collars, excavation, sheeting, shoring, bracing, dewatering, backfill, compaction, restoration, and all other items required for a complete, acceptable and operable installation.

Reference ID 12.230.110 Blow off Valve Assembly (2” Diameter Automatic)

a. Measurement: Measurement for Blow-Off Valve Assembly shall be made per actual number of blow-off valve assemblies satisfactorily furnished and installed to provide a complete and functional unit.

b. Payment: Payment for the Blow-Off Valve Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment to install the blow-off valve, cap, valve sleeve, pipe, fittings, meter box, excavation, dewatering, backfill, compaction, grading adjustment, restoration, and all other items required for a complete, acceptable and operable installation.

Reference ID 12.310.110 Tapping Sleeve and Valve Assembly (4” Diameter- Forcemain)

a. Measurement: Measurement for Tapping Sleeve and Valve Assembly shall be made per actual number of tapping sleeves and valves satisfactorily furnished and installed to provide a complete and functional unit.

b. Payment: Payment for the Tapping Sleeve and Valve Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to perform a wet tap to an existing main including excavation, sheeting, shoring, bracing, dewatering, backfill, compaction, grading, tapping sleeve, tapping valve, valve box extensions, operating nut extensions, valve wrenches, restraining devices, protection of potable water system, disinfection, restoration and all other items required for a complete, acceptable and operable installation.

Reference ID 12.310.111 Tapping Sleeve and Valve Assembly (6” Diameter- Water)

a. Measurement: Measurement for Tapping Sleeve and Valve Assembly shall be made per actual number of tapping sleeves and valves satisfactorily furnished and installed to provide a complete and functional unit.

b. Payment: Payment for the Tapping Sleeve and Valve Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to perform a wet tap to an existing main including excavation, sheeting, shoring, bracing, dewatering, backfill, 01025 - 16 of 23

Addendum No. 1 compaction, grading, tapping sleeve, tapping valve, gate valve, plug valve, valve box extensions, operating nut extensions, valve wrenches, restraining devices, protection of existing wastewater system, restoration and all other items required for a complete, acceptable and operable installation.

12.5 – Piping Appurtenances

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Addendum No. 1

33 Reference ID 12.530.110 Offset Air Release Valve Assembly (2” Diameter)

a. Measurement: Measurement for Offset Air Release Valve Assemblies shall be made per actual number of offset air release valves with enclosures satisfactorily furnished and installed to provide a complete and functional unit.

b. Payment: Payment for the Offset Air Release Valve Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to install the valve including saddle, fittings, pipe, concrete pad, pre-cast vault or enclosure, excavation, sheeting, shoring, bracing, dewatering, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with high early strength concrete base, compaction, grading, restoration and all other items required for a complete, acceptable and operable installation.

34-37 Reference ID 12.560.110 - 113 Water Service Connection (various types) (short or long) W/Double Meter Box

a. Measurement: Measurement for Water Service Connection with Double Meter

Box shall be made per actual number of service connections satisfactorily installed to provide a complete and functional unit and shall include irrigation service hookups where applicable.

b. Payment: Payment for the Water Service Connection with Double Meter Box shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to install the water service connection including removal and replacement of concrete curb, sidewalk, retaining walls, block or brick mailboxes, trees, shrubs, ornamental landscape structures, and service saddle, corporation stop and nuts, water service piping, curb stops, and installing double meter boxes; and irrigation service piping, connection to existing irrigation piping, and backflow prevention device where applicable. M eter boxes and meters shall be furnished by the County.

Payment also includes excavation sheeting, shoring and bracing, dewatering, backfill, compaction, grading, pressure testing, restoration, sod, all necessary plumbing permits and fees and all other items required for a complete, acceptable and operable installation OCU will furnish the meter box.

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Addendum No. 1

13 WASTEWATER COLLECTION SYSTEM

13.3 - Install / Replace Sanitary Sewer Main

38-46 Reference ID 13.310.110 - 115 Sanitary Sewer Main 8-inch Diameter (Various Depths and Roadways)

a. Measurement: The installation and/or replacement of Sanitary Sewer Main shall be measured in actual linear feet satisfactorily furnished and laid, as measured along the length of the centerline of the completed pipeline without deduction for the length of manholes. The depth shall be calculated from the invert to the top of the surface. Pipe included within the limits of lump sum pay items will not be measured for payment under this item.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Sanitary Sewer Main and shall include all labor, materials, and equipment to construct the respective pipeline including coordination with existing utilities, protection of existing utilities including service connections, tree protection, excavation, sheeting, shoring and bracing, flowable fill protection, dewatering, backfill, removal and replacement of Type B stabilization (LBR 40), removal of limerock base and replacement with recycled concrete aggregate base or high early concrete as specified in the drawings, and full roadway repair, including base, subgrade removal and restoration, and full paving installation operations for Carol Woods Way, Wekiva Ridge Road, and N. Wekiva Springs Road, as shown on the drawings, compaction, grading, temporary pavement restoration, all testing including CCTV inspection of sanitary sewer mains and clean-up. Pavement restoration for Novella Eliza is covered under separate bid item. This item also includes the removal and replacement of fences and gates, block or brick mailboxes, ornamental landscape structures such as block retaining walls, planters, brick pavers and trees, shrubs, irrigation sprinklers, sidewalk, curb and gutter, sod and other obstructions.

13.4 – Install/Replace Sanitary Manholes

47-51 Reference ID 13.410.110 - 114 Sanitary Manhole 4-Feet Diameter (various depths)

a. Measurement: Measurement for Sanitary Manhole shall be made per actual number of sanitary manholes of each type and depth satisfactorily removed if applicable, furnished and installed. Depth shall be measured from the center of the invert to the top of the lid.

b. Payment: Payment for Sanitary Manhole shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to remove an existing manhole if applicable and for a complete sanitary manhole installation including excavation, HDPE lining when specified on the drawings, hinged manhole covers where specified on the drawings, sheeting, shoring and bracing, dewatering, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with recycled concrete aggregate base, compaction, temporary pavement restoration, and final grading, crushed rock base, connection of new or existing sanitary sewer, polyolefin sheeting for exterior joint sealing, adjustment of the manhole rim, interior and exterior surface coatings to provide a complete and operable sanitary manhole. This item also includes removal and replacement of

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Addendum No. 1 fences and gates, block or brick mailboxes, ornamental landscape structures such as block retaining walls, planters, brick pavers and trees, shrubs, irrigation sprinklers, sidewalk, curb and gutter, sod and other obstructions.

52-54 Reference ID 13.620.110 - 112 Install/Repair/Replace 6” Diameter Sanitary Sewer Lateral and Cleanout (various depths)

a. Measurement: Install/Repair/Replace Sanitary Sewer Lateral shall be made per actual number of sanitary sewer laterals satisfactorily installed, repaired or replaced, depending upon sewer lateral depth.

b. Payment: Payment will be made based on the authorized quantity at the unit price indicated in the Bid Schedule and shall include all labor, materials, and equipment necessary to install, repair or replace the sanitary sewer lateral connection including excavation, sheeting, shoring and bracing, dewatering, backfill, removal and replacement of Type B stabilization, removal of limerock base and replacement with recycled concrete aggregate base, compaction, and grading, removal and disposal of existing service lateral, all incidentals to connect and reactivate sewer service connections, all pipe, wyes, bends, sleeves, plugs and cleanouts necessary to provide a watertight service connection, leakage testing, protection of existing utilities, structures, and property, restoration and clean-up. This item also includes the removal and replacement of fences and gates, block or brick mailboxes, ornamental landscape structures such as block retaining walls, planters, brick pavers and trees, shrubs, irrigation sprinklers, sod, asphalt, concrete curb, driveway or sidewalk and other obstructions. This item also includes CCTV inspection of each lateral from the cleanout at the right-of-way to the point of connection with the sanitary main.

55 Reference ID 13.630.120 Install Sanitary Sewer Backwater Valve

a. Measurement: Measurement for Install Sanitary Sewer Backwater Valve shall be made per actual number of sanitary sewer backwater valves satisfactorily installed.

b. Payment: Payment for Install Sanitary Sewer Backwater Valve shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to install the sanitary sewer backwater valve including excavation, sheeting, shoring and bracing, dewatering, backfill, compaction and grading, all pipe, wyes, bends, sleeves, caps, plugs, and access box at…