SPECIFICATIONS AND REQUIREMENTS

LIFT STATION REHABILITATION AND REPAIR

GENERAL:

1. SCOPE-OF-WORK

This contract is to assist Water and Wastewater Services (WWS) and other COUNTY agencies in the repair and rehabilitation of sewer lift stations and appurtenances. The work to be done consists of all activities associated with the repair or rehabilitation of a sewer lift station including, but not limited to, bypass pumping, wet well repair and restoration, replacement of top slabs, hatches, pumps, pipes, valves, control panels, electrical services, connection panels, underground vaults, excavating and backfilling, disposing of surplus material and restoration, as directed.

2. DEFINITIONS

2.1. “CONTRACTOR” – The successful bidder, awarded this contract

2.2. “COUNTY” – Appropriate division representing the Board of COUNTY Commissioners in the management and supervision of this Contract for their PROJECT(s).

2.3. “CONTRACT ADMINISTRATOR” – Water and Wastewater Engineering Division (WWED) Director or assigned designee.

2.4. “CONTROL PANEL ASSEMBLY” – All panels, conduits and connections required for a functional control panel including but not limited to a connection panel/isolation panel, control panel, emergency connection/transfer panel, emergency disconnect, and meter box as well as all wiring, conduits, and connections between the afore mentioned units.

2.5. “ENGINEER” – The Engineer-of-Record (EOR) that designed and will be certifying the station on behalf of the COUNTY.

2.6. “FPL” – Florida Power and Light

2.7. “MOT” – Maintenance of Traffic.

2.8. “PROJECT” – CONTRACTOR’s portion of WORK, covered under this Contract, on any given PROJECT.

COUNTY PROJECT(s) are given identifying numbers known as PROJECT numbers. The CONTRACTOR will have more than one PROJECT on this Contract and each separate PROJECT will be assigned a separate purchase order number.

2.9. “ROW” – Right-of-Way.

2.10. “WORK” – For the purpose of this Contract, WORK on a PROJECT is WORK in connection with an individual COUNTY PROJECT involving certain improvements to be done during a designated period of time, at a given and fixed location.

3. USE BY OTHER COUNTY DIVISIONS

3.1. Prior to the initiation of WORK under this Contract, the CONTRACTOR shall secure approval from the

CONTRACT ADMINISTRATOR or other person acting in their behalf. The CONTRACT ADMINISTRATOR shall explain in detail the nature and extent of the PROJECT(s). Each Division using the Contract will be responsible for tracking and monitoring the PROJECT(s) assigned by them to the CONTRACTOR. The following will be required prior to commencement of construction:

3.1.1. Notification by the using Division to the CONTRACT ADMINISTRATOR of intent to use the

Contract.

3.1.2. A detailed PROJECT outline and/or plans provided by the using Division to the

CONTRACTOR.

3.1.3. A site visit with using Division personnel and the CONTRACTOR to define the scope of the

PROJECT.

3.1.4. A copy of the written estimate and schedule for construction submitted by the CONTRACTOR to the using Division and the CONTRACT ADMINISTRATOR.

3.1.5. Approval from the CONTRACT ADMINISTRATOR for use.

3.1.6. Issuance of a Notice-to-Proceed (NTP) by the using Division specifying the not-to-exceed price and number of days for construction

4. QUALITY OF WORK

The CONTRACTOR agrees to do work covered under this Contract, conforming to specifications contained or referred to in this Contract and shall pursue the PROJECT in a professional manner. The CONTRACTOR further agrees to follow appropriate work drawings or sketches given and to follow instructions, either verbally or written, issued by the CONTRACT ADMINISTRATOR , insofar as said instructions come within the scope and limitations of this Contract. The CONTRACTOR further agrees to comply with the appropriate specifications and regulations. The CONTRACTOR further agrees to use construction equipment which is safe and maintained in good workable condition and to furnish proper direction and supervision to workers doing work under this Contract.

5. MOT AND PROTECTION OF JOB-SITE

The CONTRACTOR shall furnish all safety barricades, warning and directional signs, warning lights and any other safety devices as may be necessary and appropriate to offer safe operational practices and adequately protect the public. The CONTRACTOR agrees not to restrict traffic on any rights-of-way any more than is necessary to properly perform the work and to not restrict traffic on more than one half of any roadway without prior specific approval of the CONTRACT ADMINISTRATOR and ROW owner. When restricting traffic in any manner, the CONTRACTOR shall furnish and place all traffic control and safety devices necessary such as warning signs, barricades, detour signs, arrow boards, warning lights and any other safety devices as may be safe, necessary and appropriate. When restricting any lane of traffic, the CONTRACTOR shall provide for safe direction of traffic where the volume of restricted traffic is sufficient to warrant such action or where an unsafe condition would otherwise be created. The cost of all safety barricades, warning and directional signs, arrow boards, warning lights and any other devices as may be necessary are to be included in Unit Prices, no separate payment will be made for these devices.

6. WORK, EQUIPMENT AND MATERIALS TO BE FURNISHED BY THE CONTRACTOR AND COUNTY

6.1 The CONTRACTOR shall furnish all materials, equipment, labor and labor supervision for any WORK covered under this Contract.

6.2 The CONTRACTOR shall furnish all construction equipment, including all necessary tools, for any

WORK covered under this Contract. The CONTRACTOR shall also furnish all necessary temporary materials such as forming, bracing, sheathing, guying, scaffolding and other materials necessary to complete the WORK which do not remain a permanent part of the improvement.

6.3 The COUNTY shall furnish all submersible pumps, control panels, and active odor controls unless directed otherwise.

7. TECHNICAL SPECIFICATIONS & REQUIREMENTS

7.1 In general, the CONTRACTOR will furnish standard materials from the Broward COUNTY Water and

Wastewater Services (BCWWS) approved Products Used in Construction form. The COUNTY reserves the right to provide materials identified herein, or as deemed by COUNTY to be in their best interest.

7.2 Standard materials are as follows:

7.2.1 All pipe,

7.2.2 All fittings such as bends, tees, plugs, caps, reducers, offsets, etc.,

7.2.3 All valves and valve boxes,

7.2.4 All joint material including gaskets, glands, bolts and lubricant,

7.2.5 All water to be used for flushing mains, sterilizing, and pressure testing.

7.3 The CONTRACTOR shall be responsible for cleaning up the jobsite within 48 hours after completion of the WORK on any PROJECT. Excess material of no value to the COUNTY shall be disposed of in an appropriate and legal manner.

8. FIELD LAYOUT OF THE WORK AND AS-BUILT DRAWINGS

The entire responsibility for establishing and maintaining line and grade in the field lies with the CONTRACTOR.

The CONTRACTOR shall maintain As-Builts, in accordance with Broward County Water and Wastewater Services (BCWWS) Minimum Standards, including the location and elevation of all pipelines, conduits, structures, maintenance access structures, hand holes, fittings etc. and shall deliver these As-Builts, in good order, to the CONTRACT ADMINISTRATOR as the WORK is completed. The cost of all such field layout and recording WORK shall be included in the price bid for the appropriate items. As-Built drawings shall be signed and sealed by a registered surveyor licensed in the State of Florida.

9. MEASUREMENT AND PAYMENT

Item numbers below represent item numbers in the Bid Item Response Form. Trench Safety price is to be included in all items subject to Trench Safety.

It is the intent of this contract to have a complete and operating system. Any items not specifically identified herein but required to have a complete and operating system shall be included in the appropriately listed item.

9.1 SECTION 1 - GENERAL CONDITIONS

9.1.1 ITEMS 1.01 THRU 1.02- MOBILIZATION

Measurement for payment for Mobilization (EA) for a PROJECT will be per PROJECT approved.

Mobilization for a PROJECT will require the CONTRACTOR to be on site and working within 10 working days after issuance of an NTP.

Payment for mobilization shall be based on the price named in the Item Response Form and shall constitute complete compensation, including shop drawings and submittals, PROJECT phasing, scheduling, supervision, coordination of concurrent WORK with other contractors, meetings, testing WORK in progress and reporting to the ENGINEER/COUNTY, movement of personnel, equipment, supplies and incidentals to and from PROJECT sites, Maintenance of Traffic (MOT), videotaping site prior to start of WORK, notice posting, coordination with and response to residential and business concerns, establish and maintain staging area, all other WORK and operations which must be performed or costs incurred prior to beginning WORK on the various contract items, maintain and protect the WORK, final cleanup of the WORK area, demobilization, close out the PROJECT, and all other WORK called for or implied by the Contract Documents which are not included in the other bid items but are required to complete the WORK.

MOT included in the mobilization line item is to include full compensation for furnishing all labor, materials, tools, equipment and incidentals for the design and preparation, implementation, installation, adjustment to the WORK and continued maintenance of MOT; including furnishing, placing, maintaining and removing barricades and signs and temporary supports or barricades for the signs; two (2) changeable message signs, radios, flaggers, and any other equipment and labor required safely WORK on or adjacent to roadways not classified as Arterial or Collector roads, and any approved PROJECT specific MOT plans for the duration of the WORK, complete and in place. If, due to a change in the CONTRACTOR’s WORK schedule, a change in sign posting is required, all labor, equipment, and materials required for second and subsequent postings shall be furnished at the CONTRACTOR’s sole expense.

9.1.2 ITEM 1.03 – ADDITIONAL MOBILIZATION FOR AIRPORT PROJECT

Measurement for payment for Additional Mobilization for Airport PROJECT (EA) will be per PROJECT approved.

Payment for Additional Mobilization for Airport PROJECT shall be based on the price named in the Item Response form and shall constitute complete compensation for the additional insurance and security requirements required to WORK within the secured airport property for a six (6) month period. This item must be approved by the COUNTY and the CONTRACTOR must provide documentation of the increased insurance certificate prior to commencement of WORK for COUNTY approval and processing.

9.1.3 ITEM 1.04 - PROVIDE FOREPERSON

Measurement for payment for furnishing a foreperson (HRS) for miscellaneous WORK assignments, where approved by the ENGINEER/COUNTY, shall be based on the actual number of hours performing the assigned task. Where WORK is being performed under other items described herein, the cost of the foreperson shall be included in those items.

Payment for providing a foreperson shall be based on the price named in the Item Response Form and shall constitute complete compensation, including burden on direct salary, transportation, and hand tools associated with a foreperson’s responsibilities. Payment will be made for actual time on the jobsite.

9.1.4 ITEM 1.05 - PROVIDE LABORER/CREWPERSON

Measurement for payment for furnishing a laborer/crewperson (HRS) qualified to perform the type of WORK typically associated with pipeline and/or pump station construction shall be based on the actual number of hours performing the assigned task, as approved by the ENGINEER/COUNTY. Where WORK is being performed under items described herein, the cost of the laborer/crewperson shall be included in those items.

Payment for providing a laborer/crewperson shall be based on the price named in the Item Response Form and shall constitute complete compensation, including burden on direct labor, transportation and hand tools associated with a laborer/crewperson responsibilities. Payment will be made for actual time on the jobsite.

9.1.5 ITEM 1.06 - FURNISH COMBINATION CLEANER TRUCK AND CREW

Measurement for payment for furnishing a combination cleaning truck and crew (HRS) shall be based on the actual time in operation on the job site plus 2 hours for mobilization/demobilization. This line requires a minimum 12 yard truck with a two person crew, including an operator.

Payment for furnishing a combination cleaning truck and crew shall be based on the price named in the Item Response Form and shall constitute full compensation, including, but not limited to:

transportation, fuel, dump fees, equipment, and labor to provide the services required.

9.1.6 ITEM 1.07 - PROVIDE BACKHOE AND OPERATOR

Measurement for payment for providing a backhoe and operator (DAYS) shall be based on the number of days of use, as approved by the ENGINEER/COUNTY.

Payment for providing a backhoe shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, pick-up/delivery, fuel, and operator required to provide the services required.

9.1.7 ITEM 1.08 - PROVIDE SKID STEER LOADER AND OPERATOR

Measurement for payment for providing a skid steer loader and operator (DAYS) shall be based on the number of days of use, as approved by the ENGINEER/COUNTY.

Payment for providing a skid steer loader shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, pick-up/delivery, fuel, and operator required to provide the services required.

9.2 SECTION 2 – DEMOLITION, REMOVAL AND DISPOSAL

9.2.1 ITEMS 2.01 THRU 2.11 - DEMOLITION, REMOVAL, DISPOSAL

Measurement for payment for demolition, removal, and disposal of existing structures and materials will be based on the quantity of the item (per unit in the Bid Item Response Form) actually demolished, removed and properly disposed as measured in the field. This bid item does not include hazardous materials requiring special handling.

Payment for demolition, removal, and proper disposal of existing structures and materials will be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, all labor, supplies, materials, tools, and equipment required to complete demolition, removal, and disposal of all construction debris.

9.2.2 ITEM 2.12 - PLUG AND PREPARE ABANDONED PIPE FOR GROUT FILLING

Measurement for payment to plug and prepare abandoned pipe for grout filling shall be based on the number (EA) of abandoned pipe ends (≤ 12 inches diameter) plugged and prepared for grout filling.

Payment to plug and prepare abandoned pipe for grout filling shall be made at the unit price named in the Item Response Form for each pipe plugged and prepared for grout filling and shall constitute full compensation for the WORK including, but not limited to, the excavation, flushing, materials, fittings, backfilling and restoration. This item does not include the actual filling of the line with grout which is paid for under a separate line item.

9.2.3 ITEM 2.13 - GROUT FILL ABANDONED PIPE

Measurement for payment to grout fill abandoned pipe shall be based on the number of cubic yards (CY) of grout calculated and used to fill the abandoned pipe.

Payment to grout fill abandoned pipe shall be made at the unit price named in the Item Response Form and shall constitute full compensation for the WORK including, but not limited to, equipment, materials, and labor. This item does not include plugging and preparing the line to be grout filled which is paid for under another line item.

9.2.4 ITEM 2.14 - REMOVE FILLET FROM BOTTOM OF WET WELL

Measurement for payment to remove fillet from the bottom of wet well will be based on the number of cubic feet (CF) of material removed, as measured in place prior to removal.

Payment for removing fillets from the bottom of wet wells will be made at the unit price named in the Item Response Form and shall constitute full compensation for the WORK including, but not limited to, all labor, materials, equipment required to complete demolition, removal and disposal.

9.3 SECTION 3 – SITE WORK

9.3.1 ITEM 3.01 THRU 3.04 - FURNISH AND INSTALL TEMPORARY BY-PASS PUMPS AND PIPING Measurement and payment to furnish and install a temporary by-pass pumps and piping (DAYS) will be based upon the actual number days a system is installed as well as the quantity of systems installed for a specified flow range.

Payment shall be based on the unit price named in the Item Response Form and shall constitute full compensation for the bypass system, including all necessary pumps, piping, hoses, fittings, controls, telemetry, noise abatement, labor, appurtenances, monitoring, and all other WORK necessary to provide a functional and reliable temporary bypass system, subject to approval by the

ENGINEER/COUNTY.

9.3.2 ITEM 3.05 THRU 3.08 - OPERATE AND MAINTAIN TEMPORARY BY-PASS PUMPING SYSTEM Measurement for payment to operate and maintain temporary bypass pumping system (DAYS) will be based on the number of days a system is installed and operational for a given flowrate.

Payment shall be based on the unit price named in the Item Response Form and shall constitute full compensation for the WORK including labor, trucks, fuel/energy costs, servicing, equipment and all other labor materials or equipment necessary to keep the temporary bypass system operating properly and effectively, as approved by the ENGINEER/COUNTY.

Payment under this item does not cover any pumps on site in standby and not running.

9.3.3 ITEM 3.09 - EXPLORATORY EXCAVATION

Measurement for payment for exploratory excavation will be based upon the actual number (EA) of excavations made to 5 foot maximum depth within an equivalent 6 foot X 6 foot square. This item shall be used only when authorized by the ENGINEER/COUNTY in writing.

Payment for exploratory excavation will be made at the unit price named in the Item Response Form and shall constitute full compensation for the complete operation including but not limited to, all excavation and backfill, materials, tools, supplies, equipment, labor, etc., required for the completed

WORK.

9.3.4 ITEMS 3.10 THRU 3.12 – FURNISH AND INSTALL TEMPORARY LINE STOP

Measurement for payment for furnishing and installing temporary line stops shall be based on the number of line stops installed (EA), as approved by the ENGINEER/COUNTY.

Payment for furnishing and installing temporary line stops shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation, backfill , compaction, materials, tools, supplies, equipment, labor, etc., required for the complete installation and removal of a reliable line stop.

9.3.5 ITEMS 3.13 THRU 3.14 - FDOT Type 57 BASE COURSE

Measurement for payment for limerock base course shall be based on the measured in place number of cubic yards (CY) of FDOT Type 57 limerock base course installed and compacted in accordance with the WORK authorization. This item shall include compaction, grading, and preparation of the sub-base.

Payment for limerock base course shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation and backfill, sub-base preparation, compaction, materials, supplies, equipment, labor, transportation, and installation, as required for a complete installation in conformance with BCWWS minimum standards.

9.3.6 ITEM 3.15 - SAW CUT ASPHALT PAVING

Measurement for payment of asphalt pavement saw cutting shall be based on linear footage (LF) of asphalt cut, as measured in the field.

Payment for asphalt saw cutting shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, etc., required for the completed WORK in conformance with BCWWS minimum standards.

9.3.7 ITEM 3.16 thru 3.17 - ASPHALT CONCRETE PAVEMENT

Measurement for payment for asphalt concrete pavement shall be based on the measured in place number of square yards (SY) of pavement. The material shall be FDOT Superpave, S- series, Friction Course, FC- series, or special mix design shown on the Contract Documents or required by the Right-of-Way owner.

Payment for asphalt concrete pavement shall be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, all materials, supplies, equipment, labor, transportation, installation, etc., required for a complete installation in conformance with BCWWS minimum standards.

9.3.8 ITEM 3.18 - FURNISH AND INSTALL FDOT TYPE 57 STONE OVER WEED BARRIER

Measurement for payment to furnish and install FDOT Type 57 stone over weed barrier shall be based on the number of square yards (SY) of washed rock installed in the field to a finished depth of 8 inches.

Payment for FDOT Type 57 stone over weed barrier shall be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, all materials, supplies, equipment, labor, transportation, grading, sub-base preparation, etc., required for a complete installation in conformance with BCWWS minimum standards.

9.3.9 ITEMS 3.19 thru 3.20 - FURNISH AND INSTALL SOD

Measurement for payment for furnishing and installing sod shall be based on the number of square yards (SY) of sod installed and in place.

Payment for furnishing and installing sod will be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, all ground preparation, materials, supplies, equipment, labor, maintenance, initial watering, etc., required for the completed WORK in conformance with BCWWS minimum standards.

Initial watering shall constitute the duration of time the sod takes to establish a viable root system. On average this may take up to two weeks.

9.3.10 ITEM 3.21 – FURNISH AND INSTALL PIPE BOLLARDS

Measurement for payment for furnishing and installing 6-inch diameter by 6-foot long galvanized, SCH 40 steel bollards shall be based on the number (EA) of pipe bollards installed.

Payment for furnishing and installing pipe bollards will be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, equipment, labor, painting with safety yellow epoxy paint, etc., required for the completed WORK as approved by the ENGINEER/COUNTY in conformance with BCWWS minimum standards.

9.3.11 ITEM 3.22 - FURNISH AND INSTALL 6-FOOT CHAIN LINK FENCE

Measurement for payment for furnishing and installing new chain link fence shall be based on the number of linear feet (LF) of 6 foot tall chain link fence, with or without barbed wire installed.

Payment for furnishing and installing new chain link fence will be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, supplies, equipment, labor, transportation, etc., required for the completed WORK in conformance with BCWWS minimum standards.

9.3.12 ITEM 3.23 - FURNISH AND INSTALL 6-FOOT X 12-FOOT CHAIN LINK SWING GATE

Measurement for payment for furnishing and installing 6-foot tall x 12-foot wide chain link gate (2 - 6 foot tall x 6 foot wide gates) shall be based on the number of (EA) 6-foot x 12-foot chain link gates, with or without barbed wire installed.

Payment for furnishing and installing chain link gate will be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, supplies, equipment, labor, transportation, etc., required for the completed WORK in conformance with BCWWS minimum standards

9.3.13 ITEMS 3.24 THRU 3.25 - FURNISH AND INSTALL 6-FOOT CHAIN LINK ROLLER GATE

Measurement for payment for furnishing and installing a chain link roller gate 6-foot tall by 10 or 12-foot wide shall be based on the number of chain link roller gates (EA), with or without barbed wire installed.

Payment for furnishing and installing a chain link roller gate will be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, transportation, etc., required for the completed WORK in conformance with

9.3.14 ITEM 3.26 – PREPARE AND SUBMIT AS-BUILT DRAWINGS

Measurement for payment to prepare and submit a site survey and as-built drawings for each lift station site shall be based on the number of lift station sites (EA) completed as assigned by the

ENGINEER/COUNTY.

As-built drawings shall conform to WWS standards and shall be provided to the ENGINEER/COUNTY in AutoCAD 2018 (or newer) format along with two 24 x 36 inch signed and sealed hard copies. Data will include but is not limited to State Plane Coordinates for easement boundaries, property lines, topography, wet well invert, influent pipe(s) invert and top slab, hatch, T.O.P. and MAS. In addition, State Plane Coordinates for the pipe fittings and valves will be provided. Payment for obtaining and providing all documentation will be made at the unit price named in the Item Response Form and shall constitute full compensation for the WORK including, but not limited to, all labor, supplies, materials, equipment required to complete a site survey and as-built drawing in conformance with BCWWS minimum standards.

9.4 SECTION 4 - NEW AND REHABILITATED CONCRETE WORK

9.4.1 ITEMS 4.01 and 4.02 - SAW CUT CONCRETE

Measurement for payment to saw cut concrete shall be based on the number of linear feet (LF) cut.

Payment shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, transportation, etc., required for the completed WORK.

9.4.2 ITEMS 4.03 THRU 4.05 - CORE HOLE IN CONCRETE

Measurement for payment for core hole in concrete (EA) shall be based on the number of cores cut in concrete, in accordance with the purchase order.

Payment for coring concrete will be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, core disposal, transportation, etc., required for the completed WORK.

9.4.3 ITEMS 4.06 THRU 4.09 - FURNISH AND INSTALL WET WELL PRECAST TOP SLAB WITH HATCH

Measurement for payment to furnish and install a new precast top slab with hatch (EA) shall be based on the number of precast top slabs with hatches (AASHTO H20-44, unless specified otherwise by ENGINEER/COUNTY) installed in accordance with the purchase order.

Payment to furnish and install precast top slab with hatch shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, transportation, etc., required for the completed WORK in conformance with

9.4.4 ITEM 4.10 THRU 4.13 – FURNISH AND INSTALL RETROFIT HATCH IN EXISTING SLAB

Measurement for payment to furnish and install a retrofitted hatch (EA) shall be based on the number of hatches installed, including resizing the existing opening, installation hardware, sealants and appurtenances.

Hatches shall be U.S. Foundry TPD (300 PSF) or equal, unless specified otherwise by the

ENGINEER/COUNTY.

Payment for furnishing and installing a retrofitted hatch shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, transportation, etc., required for the completed WORK in conformance with BCWWS minimum standards.

9.4.5 ITEM 4.14 FURNISH AND INSTALL WET WELL FILLET

Measurement for payment to furnish and install a new concrete fillet in a wet well shall be based on the measured cubic feet (CF) of materials installed, in place.

Payment for furnishing and installing wet well fillets shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, etc., required for the completed WORK in conformance with BCWWS

9.4.6 ITEMS 4.15 THRU 4.19 – FURNISH AND INSTALL PRECAST VALVE VAULT

Measurement for payment to furnish and install a new precast valve vault (EA) shall be based on the number of valve vaults installed, including top slab, aluminum hatch (AASHTO H20-44, unless specified otherwise by ENGINEER/COUNTY), and appurtenances. Hatches shall match inside dimensions of vault.

Payment for furnishing and installing a valve vault shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, bitumastic coating, supplies, equipment, labor, transportation, etc., required for the completed WORK in conformance with BCWWS minimum standards.

9.4.7 ITEM 4.20 – WET WELL AND MAINTENANCE ACCESS STRUCTURE INTERIOR SURFACE

PREPARATION

Measurement for payment for preparing the interior surface of wet wells and maintenance access structures shall be based on the number of square feet (SF) prepared for the installation of Level II and Level III coatings.

Payment for surface preparation shall be based on the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, cleaning, media blasting, materials, supplies, equipment, labor and removal and disposal of all debris, and all other manufacturer requirements for the installation of Level II and Level III coatings.

Payment for surface preparation shall only be made only once per structure.

9.4.8 ITEMS 4.21 AND 4.22 - FURNISH AND INSTALL LEVEL II OR LEVEL III COATING

Measurement for payment for furnishing and installing a Level II or Level III coating on wet wells and maintenance access structures shall be based on the number of square feet (SF) of material applied in accordance to the manufacturer installation specifications.

Payment for furnishing and installing a Level II or Level III coating on wet wells and maintenance access structures shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, materials, supplies, equipment and labor necessary to provide a completed PROJECT in conformance with BCWWS minimum standards.

9.4.9 ITEMS 4.23 - FURNISH AND INSTALL CHEMICAL GROUT IN CONCRETE STRUCTURES

Measurement for payment to furnish and install chemical grout in concrete structures shall be based on the number of gallons (GAL) of grout injected.

Payment shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, materials, supplies, equipment and labor necessary to provide a completed PROJECT in conformance with BCWWS minimum standards.

9.4.10 ITEMS 4.24 THRU 4.27 - FURNISH AND INSTALL PRECAST MAINTENANCE ACCESS STRUCTURE

Measurement for payment to furnish and install precast maintenance access structure shall be based on the number (EA) of precast maintenance access structures including doghouse structures installed in accordance with the purchase order. Depth measurement shall be from the rim elevation to the finished invert elevation.

Payment to furnish and install precast maintenance access structures shall be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, all excavation, shoring, dewatering, concrete, backfilling, restoration, materials, bitumastic coatings, supplies, equipment, labor, transportation, etc., required for a complete installation

9.4.11 ITEM 4.28 - FURNISH AND INSTALL REINFORCED CONCRETE SLAB ON GRADE

Measurement for payment for furnishing and installing reinforced concrete slab on grade shall be based on the number of cubic yards (CY) of concrete slab on grade installed in the field in accordance with the purchase order. This item covers all poured in place reinforced concrete slabs on grade up to 12-inches in thickness, with minimum of 10-gauge 6 x 6 welded wire mesh reinforcement, not exceeding 120 pounds of steel per cubic yard of concrete as required and approved by ENGINEER/COUNTY/ROW owner requirements.

Payment for furnishing and installing a reinforced concrete slab on grade shall be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK, including but not limited to, all forms, materials, supplies, equipment, labor, transportation, etc., required for a complete installation in conformance with ENGINEER/COUNTY/ROW owner requirements .

9.4.12 ITEM 4.29 - FURNISH AND INSTALL REINFORCED, FORMED CONCRETE

Measurement for payment to furnish and install reinforced formed and poured in place concrete shall be based on the number of cubic yards (CY) of concrete installation in the field and shall include walls and structures to 8 feet above grade. This item covers all poured in place reinforced concrete with reinforcement not to exceed 120 pounds of steel per cubic yard of concrete.

Any use of this Item will be accompanied by a design provided by ENGINEER/COUNTY.

Payment to furnish and install formed and poured in place reinforced concrete shall be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including but not limited to all forms, materials, supplies, equipment, labor, transportation, disposal, etc., required for a complete installation.

9.4.13 ITEM 4.30 - FURNISH AND INSTALL MISCELLANEOUS UNREINFORCED FORMED CONCRETE Measurement for payment for furnishing and installing miscellaneous unreinforced formed and poured in place concrete shall be based on the number of cubic yards (CY) of unreinforced concrete poured in accordance with the purchase order. This includes slabs on grade, thrust blocks, dead weight blocks, and any other unreinforced concrete WORK, earth supported, or formed, other than sidewalk.

Any use of this Item requires approval by the ENGINEER/COUNTY.

Payment for miscellaneous unreinforced formed and poured in place concrete shall be at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including but not limited to all forms, materials, supplies, equipment, labor, transportation, and finishing, required for a complete installation.

9.4.14 ITEM 4.31 - FURNISH AND INSTALL CONCRETE SIDEWALK

Measurement for payment to furnish and install 6-inch thick concrete sidewalk shall be based on the number of square yards (SY) of unreinforced concrete sidewalk constructed in the field and as approved by the ENGINEER/COUNTY.

Payment for form and pour concrete sidewalk shall be at the unit price named in the Item Response Form and shall constitute full compensation for the WORK including but not limited to all forms, materials, supplies, equipment, labor, transportation, finishing etc., required for a complete installation

9.4.15 ITEM 4.32 – FURNISH AND INSTALL FLOWABLE FILL

Measurement for payment for furnishing and installing flowable fill shall be based on the number of cubic yards (CY) of material installed.

Payment for furnishing and installing flowable fill shall be based on the unit price named in the Item Response Form and shall constitute complete compensation, including, but not limited to, all transportation, materials, plugs, labor, etc., to install the flowable fill where directed by the ENGINEER/COUNTY in conformance with BCWWS minimum standards.

9.4.16 ITEM 4.33 – FURNISH CONCRETE PUMP

Measurement for payment for furnishing a concrete pump and minimum two person crew, including operator, shall be based on the actual time (HRS) pumping concrete/flowable fill plus a maximum of three hours for mobilization/demobilization.

Payment for providing a concrete pump shall be based on the unit price named in the Item Response Form and shall constitute complete compensation, including, but not limited to, all transportation, equipment, labor, etc., to provide and operate the concrete pump.

9.5 SECTION 5 - PIPING AND VALVES

9.5.1 ITEMS 5.01 THRU 5.05 - FURNISH AND INSTALL FLANGED DUCTILE IRON (DI) PIPING

Measurement for payment for installing flanged ductile iron piping shall be based on the length, in feet (FT), of flanged piping installed from the pump discharge up to 5 feet downstream of the valve vault as directed by the ENGINEER/COUNTY.

Payment for installing flanged ductile iron piping shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation, backfill, materials, tools, supplies, equipment, labor, link seals, coatings, etc., required for the completed WORK

9.5.2 ITEM 5.06 - FURNISH AND INSTALL FLANGED DIP FITTINGS

Measurement for payment for furnishing and installing flanged DIP fittings, with stainless steel accessory sets, shall be based on the weight, in pounds (LBS), of each fitting, as determined by standard manufacturer’s literature.

Payment for furnishing and installing flanged DIP fittings shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK in conformance with BCWWS minimum standards. This item also includes all restrained joint fittings and accessories.

9.5.3 ITEMS 5.07 THRU 5.11 - FURNISH AND INSTALL FLANGED PLUG VALVE WITH STAINLESS

STEEL (SS) ACCESSORIES

Measurement for payment for furnishing and installing flanged plug valves with SS accessories shall be based on the number (EA) of plug valves installed. 6, 8 and 10 inch flanged plug valves shall have hand wheel operators unless specified otherwise by the ENGINEER/COUNTY.

Payment for furnishing and installing flanged plug valves with SS accessories shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK in

9.5.4 ITEMS 5.12 THRU 5.16 - FURNISH AND INSTALL FLANGED WEIGHT AND LEVER CHECK VALVE

WITH STAINLESS STEEL ACCESSORIES

Measurement for payment for furnishing and installing check valves with SS accessories shall be based on the number (EA) of check valves installed in accordance with the purchase order.

Payment for furnishing and installing check valves with SS accessories shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK in

9.5.5 ITEMS 5.17 THRU 5.19 - FURNISH AND INSTALL PUMP BASE ELBOW AND STAINLESS STEEL

PLATE

Measurement for payment for furnishing and installing pump base elbow and stainless steel plate shall be based on the number (EA) of pump base elbows installed.

Payment for furnishing and installing pump base elbows and stainless steel plate shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK in

9.5.6 ITEMS 5.20 THRU 5.24 - FURNISH AND INSTALL DUCTILE IRON PIPE (DIP) MECHANICAL JOINT

(MJ) FORCE MAIN

Measurement for payment for furnishing and installing DIP MJ force main shall be based on the number of linear feet (LF) of DIP force main installed.

Payment for furnishing and installing DIP MJ force main shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation and backfill, materials, tools, supplies, equipment, labor, link seals, coatings, etc., required for the completed WORK in conformance with BCWWS minimum standards.

9.5.7 ITEM 5.25 - FURNISH AND INSTALL DIP MJ FORCE MAIN FITTINGS AND ACCESSORIES

Measurement for payment for furnishing and installing DIP MJ force main fittings shall be based on the pounds (LBS) of DIP force main fittings installed, as determined by standard manufacturer’s literature.

Payment for furnishing and installing MJ DIP force main fittings shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation, backfilling, materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK in conformance with BCWWS minimum standards. This item also includes all restrained joint fittings and accessories.

9.5.8 ITEMS 5.26 THRU 5.30 - FURNISH AND INSTALL MECHANICAL JOINT (MJ) PLUG VALVE Measurement for payment for furnishing and installing MJ plug valves shall be based on the number (EA) of plug valves installed in accordance with the purchase order.

Payment for furnishing and installing MJ plug valves shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation, backfill, materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK

9.5.9 ITEMS 5.31 THRU 5.35 - CONNECTION TO EXISTING FORCE MAIN

Measurement for payment for Connection to an existing force main shall be based on the number (EA) of connections installed.

Payment for furnishing and installing a connection to an existing force main shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all excavation, backfilling, cutting and connecting, testing, wet tapping, equipment, labor, and appurtenances required for the completed WORK in conformance with BCWWS minimum standards.

9.5.10 ITEM 5.36 – FURNISH AND INSTALL PRESSURE GAUGE ASSEMBLY

Measurement for payment for furnishing and installing a pressure gauge assembly shall be based on the number (EA) of pressure gauge assemblies installed.

Payment for furnishing and installing the pressure gauge assembly shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, tapping the main, etc., required for the completed WORK

9.5.11 ITEM 5.37 – FURNISH AND INSTALL 1” TAP AND BALL VALVE FOR ADDITIONAL PRESSURE

TRANSDUCER

Measurement for payment for furnishing and installing a pressure transducer tap and valve assembly shall be based on the number (EA) of assemblies installed as approved by the ENGINEER/COUNTY.

Payment for furnishing and installing the pressure transducer tap and valve assembly shall be based on the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, tapping the main, etc., required for the

9.5.12 ITEM 5.38 – FURNISH AND INSTALL 3” PVC VALVE VAULT DRAIN ASSEMBLY

Measurement for payment for furnishing and installing valve vault drain shall be based on the number (EA) of drain assemblies furnished and installed.

Payment for furnishing and installing a valve vault drain shall be based on the unit price named in the Bid Schedule, and shall constitute full compensation including, but not limited to, excavation, backfilling, dewatering, bedding, shoring, coring concrete, equipment, labor and materials required for the complete installation in conformance with BCWWS minimum standards.

9.5.13 ITEM 5.39 - FURNISH AND INSTALL HEAVY DUTY STAINLESS STEEL PUMP CABLE AND FLOAT

HANGER BRACKET

Measurement for payment for furnishing and installing heavy duty stainless steel pump cable and float hangar bracket shall be based on the number (EA) of float hangar brackets installed.

Payment for furnishing and installing stainless steel float hangar brackets shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, coatings, etc., required for the completed WORK in

9.5.14 ITEM 5.41 - FURNISH AND INSTALL 2 INCH WATER SERVICE

Measurement for payment for furnishing and installing 2-inch water service shall be based on the number (EA) of water services installed as approved by the ENGINEER/COUNTY.

Payment for furnishing and installing 2-inch water service shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, corporation stop valves, pipe, casing, meter box, excavation and backfill, materials, tools, supplies, equipment, labor, etc., required for the completed WORK including connection to the main and up to 150 linear feet of 2-inch water service line measured along the top of the ground from the main to the location provided by the ENGINEER/COUNTY.

9.5.15 ITEM 5.40 and 5.42 - FURNISH AND INSTALL BACKFLOW PREVENTION DEVICE

Measurement for furnishing and installing backflow prevention device will be based on the number (EA) of backflow prevention devices furnished and installed on lift station water services.

Payment for furnishing and installing backflow prevention device will be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, etc., required for the completed WORK in conformance with BCWWS

9.5.16 ITEMS 5.43 THRU 5.49 - FURNISH AND INSTALL 8-inch and 10-inch PVC SANITARY SEWER Measurement for payment for furnishing and installing 8-inch and 10-inch PVC sanitary sewer shall be based on the linear feet (LF) of 8-inch and 10-inch PVC sanitary sewer installed within the indicated depths and material.

Payment for furnishing and installing 8-inch and 10-inch PVC sanitary sewer shall be at the unit price named in the Item Response Form and shall constitute full compensation including, but not limited to, all materials, tools, supplies, equipment, labor, dewatering, bedding, shoring, etc., required for the completed WORK in conformance with BCWWS minimum standards.

The determined depth is to be construed to mean the difference from the existing ground elevation to the designed invert elevation of the pipe being installed in one (1) foot linear horizontal increments.

9.5.17 ITEM 5.50 – FURNISH AND INSTALL 50LB PASSIVE ODOR CONTROL UNIT

Measurement for payment for furnishing and installing 50lb passive odor control unit shall be based on the number (EA) of passive odor control units furnished and installed.

Payment for furnishing and installing a 50lb passive odor control unit (Wager 2050-50 or equivalent as approved by the ENGINEER/COUNTY) shall be based on the unit price named in the Bid Schedule, and shall constitute full compensation including, but not limited to all materials, tools, supplies, equipment, labor, required for the complete installation.

9.5.18 ITEM 5.51 –INSTALL ACTIVE ODOR CONTROL UNIT

Measurement for payment for installing an active odor control unit shall be based on the number (EA) of active odor control units installed.

Payment for installing an active odor control shall be based on the unit price named in the Bid Schedule, and shall constitute full compensation including, but not limited to, labor, tools, hardware, anchors, plumbing, and electrical connection to the panel, for the complete installation. Required concrete slabs will not be covered by this line item.

The active odor control unit will be either provided by the COUNTY or purchased by the CONTRACTOR utilizing the contract Parts and Materials Pass-thru as directed by the ENGINEER/COUNTY.

9.6 SECTION 6 - ELECTRICAL WORK

9.6.1 ITEM 6.01 AND 6.02 - REMOVE EXISTING CONTROL PANEL ASSEMBLY

Measurement for payment to remove an existing control panel will be based upon the actual number (EA) of control panels removed.

All removed panels shall be returned to BC-WWS at 2555 West Copans Road, Pompano Beach unless otherwise directed by the COUNTY.

Payment to remove an existing control panel will be made at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, the removal of all equipment, supports, mounting fixtures, footings, conduit, wiring, all other material, tools, supplies, equipment, labor, transportation, disposal of material, etc., required for a complete removal.

9.6.2 ITEM 6.03 - REMOVE EXISTING ELECTRIC METER

Measurement for payment to remove an existing electric meter will be based upon the actual number (EA) of electric meters removed.

All removed meters shall be stored by the CONTRACTOR to be reinstalled, unless otherwise directed by FPL/ENGINEER/COUNTY.

Payment to remove an existing electric meter will be made at the unit price named in the Item Response Form and shall constitute full compensation for the completed WORK including, but not limited to, the removal of all equipment, supports, mounting fixtures, footings, conduit, wiring, all other material, tools, supplies, storage, equipment, labor, transportation, etc., required for a complete removal.

Storage shall be a secured location where no damage, theft or degradation of the equipment will occur prior to reinstallation.

9.6.3 ITEMS 6.04 THRU 6.09 - INSTALL COUNTY SUPPLIED CONTROL PANEL

Measurement for payment for Installing COUNTY Supplied Control panel will be based on the number (EA) of control panels provided by the COUNTY and installed by the CONTRACTOR.

Payment for Installing COUNTY Supplied Control panels will be at the unit…