Technical_Specifications.pdf

NE 168th Street & NE 20th Avenue Traffic Circle

North Miami Beach Bid # ITB-2025-042

City of North Miami Beach 17011 NE 19th Avenue

North Miami Beach, Florida 33162

CTA Project No. 21-0025

Prepared by:

Craven Thompson & Associates, Inc.

3563 NW 53rd Street Fort Lauderdale, Florida 33309

City of North Miami Beach CTA Project # 21-0025-001-01 TOC-1 Bid # ITB-2025-042

TABLE OF CONTENTS BID

VOLUME 2

SECTION TITLE PAGES

DIVISION 1 - GENERAL REQUIREMENTS

01010 Summary of Work ............................................................01010-1 01040 Coordination .....................................................................01040-1 - 01040-2 01050 Field Engineering .............................................................01050-1 - 01050-3 01100 Special Project Procedures .............................................01100-1 - 01100-4 01200 Project Meetings ..............................................................01200-1 - 01200-3 01291 Measurement and Payment ............................................01291-1 - 01291-8 01310 Construction Schedule .....................................................01310-1 - 01310-2 01320 Project Record Documents ..............................................01320-1 - 01320-5 01330 Shop Drawings, Product Data and Samples ...................01330-1 - 01330-5 01340 Submittals ........................................................................01340-1 - 01340-4 01410 Testing Laboratory Services ............................................01410-1 - 01410-3 01420 Reference Standards .......................................................01420-1 - 01420-2 01510 Temporary Utilities ...........................................................01510-1 - 01510-3 01561 Protection of Existing Facilities ........................................01561-1 - 01561-5 01570 MOT .................................................................................01570-1 - 01570-3 01571 Temporary Controls .........................................................01571-1 - 01571-3 01600 Materials and Equipment .................................................01600-1 - 01600-3 01630 Product Options and Substitution ....................................01630-1 - 01630-3 01700 Contract Closeout ............................................................01700-1 - 01700-2 01740 Cleaning ...........................................................................01740-1 - 01740-2

DIVISION 2 - SITEWORK

02210 Sub Surface Investigation ................................................02210-1 02220 Audio / Video Pre-Construction Record ..........................02220-1 - 02220-2 02221 Demolition ........................................................................02221-1 - 02221-5 02230 Site Clearing.....................................................................02230-1 - 02230-4 02240 Dewatering .......................................................................02240-1 - 02240-3 02300 Earthwork .........................................................................02300-1 - 02300-25 02305 Excavation and Backfilling for Utilities .............................02305-1 - 02305-6 02310 Site Grading .....................................................................02310-1 - 02310-3 02370 Erosion Control and Slope Protection .............................02370-1 - 02370-4 02741 Asphaltic Concrete Paving - General ..............................02741-1 - 02741-15 02751 Portland Cement Concrete Paving ..................................02751-1 - 02751-12 02761 Pavement Marking and Signage .....................................02761-1 - 02761-3 02775 Concrete Sidewalk ...........................................................02775-1 - 02775-2 02780 Precast Concrete Pavers .................................................02780-1 - 02780-5

City of North Miami Beach CTA Project # 21-0025-001-01 TOC-2 Bid # ITB-2025-042

SECTION TITLE PAGES

02900 Landscape Work ..............................................................02900-1 - 02900-10 02919 Topsoil ..............................................................................02919-1 - 02919-2 02922 Sodding ............................................................................02922-1 - 02922-7

DIVISION 3 - CONCRETE

03050 Concrete ...........................................................................03050-1 - 03050-5 03100 Concrete Formwork .........................................................03100-1 - 03100-4 03200 Concrete Reinforcement ..................................................03200-1 - 03200-2 03290 Joints in Concrete ............................................................03290-1 - 03290-10 03300 Cast-in-Place Concrete ....................................................03300-1 - 03300-10 03315 Grout ................................................................................03315-1 - 03315-3 03350 Concrete Finishes ............................................................03350-1 - 03350-4 03390 Concrete Curing ...............................................................03390-1 - 03390-2

Summary of Work City of North Miami Beach

CTA Project # 21-0025-001-01 01010-1 Bid # ITB-2025-042

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.01 PROJECT

A. This Project consists of:

The WORK will include but not be limited to installation of a Round-About at the intersection of N.E. 168th Street and N.E. 20th Avenue and including the milling and resurfacing of a portion of N.E. 168th Street and N.E. 20th Avenue; installation of sidewalk improvements to enhance connectivity; the installation of drainage improvements; the installation of landscaping and irrigation; the and installation of hardscape, all in accordance with the approved plans and specifications. This Project’s construction improvements are indicated on the Plans, Details, Specifications and Contract

Documents for this project.

B. The general location of this Project is as follows:

The proposed round-about will be located at the intersection of N.E. 168th Street and

N.E. 20th Avenue. The intersection is located north of N. Miami Beach Blvd. and west of

Biscayne Blvd. in the City of North Miami Beach.

1.02 WORK DESCRIPTION

A. Civil/Site Work:

Civil/site work includes, but is not limited to; mobilization, maintenance of traffic, utility locations, site clearing, earthwork, grading, roadway expansion and reconstruction, curb and sidewalk installation and restoration, storm drainage system improvement, along with incidental work and items necessary to complete the project as shown on the Drawings and specified.

B. Landscape/Streetscape Work:

Landscape/streetscape work includes, but is not limited to; sodding, irrigation restoration, relocation/planting of trees and shrubs, hardscape installation, along with incidental work and items necessary to complete the project as shown on the Drawings and specified.

1.03 GOVERNING STANDARDS

A. In carrying out the Work, CONTRACTOR shall comply with all basic materials and construction requirements as shown on the Drawing and specified herein and with all notes and details shown on the Drawings, with Schedules, Supplemental Specifications, Technical Specifications, and specific requirements relating to construction activities.

1.04 COMPENSATION

A. The CONTRACTOR's compensation for providing all labor, materials, equipment and performing all construction and installation as shown on the Drawings and included in the

Specifications will be in accordance with the provisions of the Contract provided herein.

END OF SECTION 01010

Coordination City of North Miami Beach

CTA Project # 21-0025-001-01 01040-1 Bid # ITB-2025-042

SECTION 01040

COORDINATION

PART 1 - GENERAL

1.01 PRECONSTRUCTION MEETING

A. Prior to commencement of Work, a pre-construction meeting will be held in compliance with the applicable provisions of Section 01200, for the purpose of clarifying the administrative procedures for prosecution of the Work, of explaining any requirements of the Contract

Documents for which clarifications have been requested and of highlighting the coordination effort required of the CONTRACTOR with other occupiers of the site, if any, with the work of other contractors performing work for the CITY in the vicinity of the site and with respect to utilities and other existing surface and subsurface installations.

1.02 COORDINATION OF DRAWINGS AND SPECIFICATIONS

A. Before starting any Work, CONTRACTOR shall review all Drawings and Specifications and immediately report to the ENGINEER, in writing, any errors, discrepancies, and/or omissions discovered.

B. Where differences are discovered between Drawings and Specifications or within either document itself, CONTRACTOR shall notify ENGINEER and request interpretation or decision before proceeding with the Work. ENGINEER, on behalf of CITY, will have final decision regarding such item and manner in which the Work is to be installed and such decision will be final. Otherwise, CONTRACTOR shall include the item or arrangement of better quality, greater quantity, or higher cost in Bid Price.

C. CONTRACTOR shall compare Drawings and verify dimensions, clearances and the like before laying out Work and will be held responsible for conflicts that might have been avoided by such verification.

D. Drawings are diagrammatic and indicate general arrangement of systems and work included in the Contract. CONTRACTOR shall notify ENGINEER of discrepancies before proceeding.

1.03 COORDINATION OF THE WORK

A. Coordinate construction activities of the different trades, disciplines or elements of the Work to assure efficient and orderly sequence of installation of construction elements.

B. Coordinate construction activities of the work elements that are interrelated and required to connect to and mesh with the operations of other contractors working adjacent to the site.

Coordinate work of various interdependent elements whose characteristics require provisions for future installation, connection and placement in service of facilities.

C. Integrate elements of Work, uncover ill-timed, defective, and non-conforming work, and provide samples for testing.

Coordination City of North Miami Beach

CTA Project # 21-0025-001-01 01040-2 Bid # ITB-2025-042

1.04 COORDINATION OF SUBCONTRACTORS

A. In the event the CONTRACTOR subcontracts some of the Work to Subcontractors, the

CONTRACTOR shall remain solely responsible for performance of the Work of the

Contract and for the Subcontractors’ compliance with all the requirements of the Contract

Documents. CONTRACTOR shall assume full responsibility for administering Work performed by subcontractors in accordance with the Contract Documents.

1.05 COORDINATION OF UTILITY ADJUSTMENTS/INSTALLATIONS

A. The CONTRACTOR shall be responsible for fully coordinating with utility companies/ agencies any work required in relation to the removal, relocation or other adjustment of utility services existing in the area of construction. Existing utilities and appurtenances shown on the Drawings were located from existing records but no guaranty is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall be responsible for determining the exact location of all underground utilities with the respective companies/agencies prior to the commencement of any subsurface work on the project.

END OF SECTION 01040

Field Engineering City of North Miami Beach

CTA Project # 21-0025-001-01 01050-1 Bid # ITB-2025-042

SECTION 01050

FIELD ENGINEERING

PART 1 - GENERAL

1.01 SCOPE

A. CONTRACTOR shall provide field engineering services as necessary to perform and complete the Work of the Contract, as indicated on Drawings and specified in this Section.

B. CONTRACTOR shall provide the services of a land surveyor to perform project related surveys.

1.02 QUALIFICATIONS OF SURVEYOR

A. The land surveyor shall be a Professional Engineer or Registered Land Surveyor registered in the State of Florida. CONTRACTOR shall submit to ENGINEER the name, address and evidence of current registration of surveyor or professional engineer.

1.03 SURVEY REQUIREMENTS

A. The scope of survey work shall include:

1. Protect and, if damaged or destroyed, properly replace survey reference points.

2. Establish project survey control points and set out lines and levels, locate and lay out all site improvements and other work.

3. Verify all lay out and record locations, with horizontal and vertical data, for Project

Record Documents and submit documentation to verify accuracy of field survey work.

4. Conduct all surveys required for measurements of work for payment purposes.

Provide signed and sealed certified quantities for pay estimates to accompany each

Pay Request.

5. On completion of work, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction, duly signed and sealed by the surveyor, certifying that elevations and locations of improvements are in conformance with Contract Documents.

6. During the construction process, maintain records of all deviations from the

Contract Documents and prepare Record Drawings showing correctly and accurately all changes and deviations made during construction to reflect the work as it was actually constructed and subsequently surveyed.

1.04 SURVEY REFERENCE POINTS

A. Existing basic horizontal and vertical control points are designated on Drawings. All elevations are referred to NAVD-88, Florida State Plane Coordinates. Establish all vertical and horizontal controls required for construction.

CTA Project # 21-0025-001-01 01050-2 Bid # ITB-2025-042

B. Locate and protect control points prior to starting site work and preserve permanent reference points during construction.

1. Make no changes or relocations of such points without prior written notice to and concurrence of ENGINEER.

2. Report to ENGINEER when any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations.

3. Replace control points that may be lost or destroyed. Establish replacements based on original survey control.

4. ENGINEER will identify existing control points and property line corner stakes indicated on Drawings, as required.

1.05 PROJECT SURVEY REQUIREMENTS

A. Establish a minimum of two permanent bench marks on the project site, all referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents.

B. Establish lines and levels, locate and lay out, by instrument and similar appropriate means.

1. Site improvements, including storm sewer system and water mains.

2. Drainage structures, including inlets, manholes, pollution control structures complete with invert and weir elevations, locations of storm sewer connections, levels of manhole frames and covers and other pertinent survey data.

3. Water main valves, fittings, changes in horizontal alignment and vertical elevations.

C. Verify layouts by same methods from time to time.

1.06 RECORDS

A. Maintain a complete, accurate log of control and survey work as it progresses.

B. On completion of major site improvements, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction.

C. On request of ENGINEER, submit documentation to verify accuracy of field survey work.

D. Submit certificate, duly signed and sealed by the surveyor, certifying that elevations and locations of improvements are in conformance with Contract Documents.

1.07 PROJECT SIGNS

A. Subject to compliance with local regulations and prior approval of CITY as to size, design, type and location, CONTRACTOR and Subcontractors may erect temporary signs for purposes of identification. Signs for maintenance and control of traffic may also be required and/or approved.

CTA Project # 21-0025-001-01 01050-3 Bid # ITB-2025-042

B. Furnish, erect, and maintain such signs as may be required by Safety Regulations or as necessary to safeguard life and property.

END OF SECTION 01050

Special Project Procedures City of North Miami Beach

CTA Project # 21-0025-001-01 01100-1 Bid # ITB-2025-042

SECTION 01100

SPECIAL PROJECT PROCEDURES

PART 1 - GENERAL

1.01 EXISTING CONDITIONS

A. This Project is in an area with existing utilities consisting of water, sanitary sewer, franchise utilities and storm drains. The Project is located at the intersection of N.E. 168th Street and

N.E. 20th Avenue in the City of North Miami Beach in Miami-Dade County, Florida. The work shall be conducted in a manner that will minimize restriction of access to public and private property and facilities, and minimize disruption of traffic. The CONTRACTOR shall exercise extreme care to prevent damage to and interference with existing utilities and to maintain the adjacent areas and travel routes safe for pedestrian and vehicular traffic at all times.

1.02 EXISTING UTILITIES

A. Existing utilities, both surface and subsurface, shown on the Drawings were located from existing records. No guaranty is made that all utilities are shown or that those shown are entirely accurate. It is the CONTRACTOR’s responsibility to verify the locations, character and depths of all existing utilities prior to performing any Work. The City and ENGINEER will assume no liability for damages sustained or costs incurred because of the

CONTRACTOR's operations in the vicinity of existing utilities. The CONTRACTOR hereby agrees that he shall have no claim for delay or for extra compensation and that he shall have no claims for relief from any obligation or responsibility under the Contract on account of any surface or subsurface utilities encountered. CONTRACTOR shall notify the

ENGINEER of any deviation between existing conditions and the Drawings. The

CONTRACTOR shall coordinate all utility related work, of whatever nature, with the utility company or companies whose services are impacted by the proposed construction or any element thereof.

1.03 LAND FOR FIELD OFFICES, STORAGE AND CONSTRUCTION PURPOSES

A. CONTRACTOR shall obtain and pay all costs in connection with any additional work areas, storage sites, and access to the construction site or temporary right-of-way that may be required for proper completion of the work.

B. Responsibility for safety and security of the storage site, including protection and safekeeping of equipment and materials at or near the construction site, shall be solely that of the CONTRACTOR and no claims shall be made against the City by reason of any act of an employee or trespasser. CONTRACTOR shall place no equipment or materials upon public or private property until permission has been received. Any agreement between

CONTRACTOR and alternate entity for use of land shall be submitted to City for review and approval.

C. Upon completion of the Contract, CONTRACTOR shall remove from the site and storage area all equipment, field offices, fencing, rubbish, etc., and leave the areas clean and restored to its original condition. CONTRACTOR shall fill, compact and resurface all holes or excavations made for fence installation, as directed by the ENGINEER.

CTA Project # 21-0025-001-01 01100-2 Bid # ITB-2025-042

1.04 WATER POLLUTION PREVENTION AND EROSION CONTROL

A. When required to dispose of water from dewatering and other operations, CONTRACTOR shall obtain and pay for all necessary permits, shall take all actions necessary to prevent contamination of or disturbance to the environment or natural habitat of the properties adjacent to the site, and shall comply with all permit requirements and restrictions as set by the regulatory agencies having jurisdiction. CONTRACTOR shall schedule and control operations so as to confine all runoff water from disturbed surfaces, water from dewatering operations and water in existing ditches that becomes contaminated with lime silt, muck and other deleterious matter from the construction operations.

B. CONTRACTOR shall provide all temporary materials and operations necessary to attain the required pollution and erosion controls including, but not limited to, temporary seeding, filter blankets, chemicals, temporary dikes and ditches, silt screens, fiber mats, mulches, sod, bituminous spray and other erosion control devices. The pollution control procedures shall include control of lime suspended in water which may flow into canals and ditches and which may require the use of screens, filter blankets and coagulants within such ditches.

CONTRACTOR shall maintain all pollution and erosion prevention procedures, materials, equipment and other related items in an approved condition until notified by the ENGINEER to discontinue such maintenance.

C. Where necessary, CONTRACTOR shall channel runoff water from construction areas and all water from dewatering operations into temporary stilling basins.

D. The CONTRACTOR shall furnish all labor and equipment and perform all work required for the prevention of environmental pollution during and as a result of the work under this contract. The CONTRACTOR shall be responsible for preparing and complying with the requirements of the National Pollution Prevention Discharge Elimination System

(NPDES) and Storm Water Pollution Prevention Plan (SWPPP), including preparation and submittal of the Notice of Intent (NOI) prior to start of construction. For the purpose of this contract environmental pollution is defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare;

unfavorably alter ecological balances of importance to human life, affect other species of importance to man, or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution requires consideration of air, water, land and involves noise, solid waste management and management of radiant energy and radioactive materials, as well as other pollutants.

1.05 COORDINATION WITH TRAFFIC CONTROL AGENCIES

A. CONTRACTOR shall perform the construction work with minimum interruption of traffic movement on existing streets and roadways. In order to limit such interruption, CONTRACTOR shall coordinate the work with all agencies having jurisdiction and schedule the work so that interruptions are held to a minimum.

B. In the work schedule submittals, CONTRACTOR shall provide documentation of the

CONTRACTOR's coordination with such agencies and shall not deviate from the approved schedule without prior approval. CONTRACTOR shall provide proper maintenance and control of all traffic in the areas of construction during the course of construction and shall furnish and maintain all required traffic control signs and devices, barricades, safety cones, flashers, flambeaus and similar devices.

CTA Project # 21-0025-001-01 01100-3 Bid # ITB-2025-042

1.06 PROGRESS SCHEDULE

A. Immediately after award of Contract and prior to the pre-construction conference, CONTRACTOR shall submit to the CITY a construction progress schedule showing chronologically all operations contemplated and necessary for the successful completion of the work within the agreed contract time, phases and a schedule of shop drawings and submissions. The schedule shall include a detailed description of the proposed construction elements and procedures, indicating the proposed degree of coordination and compliance with the requirements of the traffic control agencies. The CITY reserves the right to make changes to the schedule and sequence as necessary to facilitate the work or to minimize any conflict with traffic operations.

B. Prior to commencement of construction, a pre-construction meeting will be held to review

CONTRACTOR's construction progress schedule, proposed sequence of construction and schedule of values, to establish a working understanding between the parties as to the project and other pre-construction activities. At the pre-construction conference, the

CONTRACTOR shall review the schedules with the City and Engineer. Thereafter, the

CONTRACTOR shall add calendar dates and shall modify and/or correct the schedule until satisfactory to the City, at which time it will be approved for use by the

CONTRACTOR for planning, organizing, and directing the work of the project.

Additionally, prior to construction, a Public Information Meeting will be held at City Hall where the public will be invited to ask questions about the construction schedule and process. The CONTRACTOR will be required to present the Construction Schedule at this time.

1.07 CONNECTIONS TO EXISTING PIPING/SYSTEMS

A. Required connections to existing storm water management systems or other piping systems shall be performed in such a manner that no damage and minimal interruption is caused to the existing installations. Any damage caused to existing improvements shall be repaired or replaced at no cost to the CITY. CONTRACTOR shall coordinate construction operations with the utility companies and notify them at least 48 hours in advance of any activity that may impact their systems.

1.08 HYDRAULIC UPLIFT ON STRUCTURES

A. CONTRACTOR shall make all necessary provisions to safeguard any structures that may become buoyant during the construction operations due to groundwater or floods and before the structure is put into service. Should there be any possibility of buoyancy of a structure, CONTRACTOR shall take the necessary steps to prevent its buoyancy either by increasing the structure's weight, by filling it with approved material or other acceptable methods. Damage to any structures due to floating or flooding shall be repaired or, if necessary, the structures shall be replaced at no cost to the CITY.

1.09 UTILITY PROTECTION SHEETING

A. The Contractor shall be responsible for properly supporting the sides of all trenches and excavations with timbers or other supports wherever necessary or required to properly safeguard the trenches and protect the City’s existing facilities when new underground construction is within 3 feet of existing watermain/forcemain. The cost of all necessary

CTA Project # 21-0025-001-01 01100-4 Bid # ITB-2025-042 timber, sheeting and bracing whatsoever left in place or removed, shall be included in the unit price bid for the installed improvements.

B. Portions of the sheeting driven below the elevation of the top of the pipe shall not be disturbed or removed. Sheeting and bracing shall be left in place if so, ordered by the

Engineer and/or where shown on the Plans to avoid undermining or otherwise endangering the work or adjacent structures. All sheeting left in place shall be cut off or driven at least

30 inches below finished grade, unless otherwise ordered.

C. Great care shall be exercised in the selection of sheeting and bracing of adequate design, type, size and strength. The adequacy of the sheeting used for all supporting and bracing purposes shall be the responsibility of the Contractor. The sizes and length of the sheeting used shall conform closely to the needs of the work and oversizing as well as undersizing should be avoided. In placing and driving the sheeting, proper workmanship and equipment shall be used to achieve a true alignment and close contact of the sheeting boards.

D. Sheeting shall be straight and sound, free from shakes, cracks, large or loose knobs and other defects impairing its strength and durability. It shall be squared to the required dimension throughout its entire length.

E. If required for the proper execution of the work where running sand, quicksand or other semifluid material difficult to handle is encountered, the sheeting shall be tongue and groove.

F. The Contractor may, in lieu of sheeting, bracing and shoring to maintain the allowable trench widths, use a “trench box” (“trench shield” or “mule”) provided pipe section are secure downstream by a cable(s) stretched through and secured to the end section of pipe by means of a timber and a cable clamp, all materials being of adequate size and strength.

The cable shall be held taut during the process of advancing the “box”.

The procedure may be used so long as, in the opinion of the Engineer, the work is proceeding satisfactorily. The Engineer may revoke permission to use the “trench box” at any time he feels unsatisfactorily or inadequate work is being performed and the Contractor shall, without appeal, immediately begin using sheeting, bracing and shoring to maintain the allowable trench widths.

At all times, when soil conditions permit, the bottom edge of the “trench box” shall be no lower than the springline of the pipe, so as not to disturb the trench compaction when advancing the “trench box.” No compensation will be made for utilizing the trench box.

END OF SECTION 01100

Project Meetings City of North Miami Beach

CTA Project # 21-0025-001-01 01200-1 Bid # ITB-2025-042

SECTION 01200

PROJECT MEETINGS

PART 1 - GENERAL

1.01 SUMMARY

A. Project meetings, including Pre-Construction Conference and Progress Meetings, shall be arranged and conducted in accordance with the administrative and procedural requirements described herein.

1.02 PRE-CONSTRUCTION CONFERENCE

A. The CITY will schedule a pre-construction meeting at a convenient location no later than 10 days after Notice to Proceed but prior to commencement of construction activities. The purpose of the meeting will be to review responsibilities and personnel assignments, to clarify the administrative procedures for prosecution of the work and to explain and/or clarify any requirements of the Contract Documents that are not understood by the

CONTRACTOR. Unless previously finalized, the CONTRACTOR’s preliminary schedules will be reviewed at the pre-construction conference to enable the CONTRACTOR to finalize the progress schedule, sequence of construction and schedule of values, to add calendar dates and modify and/or correct the schedules as necessary to obtain CITY approval.

B. Agenda: Items to be discussed at the pre-construction conference are all described elsewhere in the Contract Documents but there are items that are of significance in the project and that could affect progress, including such topics as:

1. The project team members and their respective responsibilities.

2. The lines of communication between the various team members.

3. Project construction schedule and sequence of construction.

4. Contract Time(s) and Liquidated Damages.

5. Changes in the Work.

6. Changes in the Time

7. Schedule of Values.

8. Mobilization and staging.

9. Maintenance of Traffic (MOT).

10. Testing and inspections.

11. Submittal of Shop Drawings, Product Data and Samples.

CTA Project # 21-0025-001-01 01200-2 Bid # ITB-2025-042

12. Substitutions.

13. Clarifications.

14. Progress meetings.

15. Interim payments to the CONTRACTOR.

16. Retainage and final payment.

17. Project acceptance procedures.

18. Other General Requirements issues.

1.03 PROGRESS MEETINGS

A. Attend periodic progress meetings held at the project site on a regularly scheduled basis agreed upon by all interested parties at pre-construction meeting.

B. Attend special meetings called by CITY or ENGINEER during progress of work.

C. Progress meetings will be administered by the ENGINEER who will prepare the agenda for the meeting and incorporate items provided by the CONTRACTOR. The following list of suggested agenda items may be reviewed and/or discussed:

1. Minutes of previous meeting.

2. Work progress since last meeting.

3. Field observations, problems, and conflicts.

4. Problems which impede construction schedule.

5. Corrective measures and procedures to regain projected schedule.

6. Revision to construction schedule.

7. Maintenance of quality standards.

8. Effects of Contract Scope and/or Time changes.

9. Other business.

D. Reporting:

1. Immediately after each progress meeting date, copies of the meeting minutes will be distributed to each party present and to other parties who should have been present.

2. The construction schedule shall be revised or updated after each progress meeting where revisions to the schedule have been approved or recognized. The revised

CTA Project # 21-0025-001-01 01200-3 Bid # ITB-2025-042 schedule shall be issued concurrently with the report of each meeting.

E. Attendees: Qualified representatives of CONTRACTOR, Subcontractors and Suppliers authorized to act on behalf of the entity each represents, as well as the CITY’s professional and administrative project representatives, including the ENGINEER.

1.04 PUBLIC INFORMATION MEETING

Prior to construction, a Public Information Meeting will be held at City Hall where the public will be invited to ask questions about the construction schedule and process. The

CONTRACTOR will be required to present the Construction Schedule at this time.

END OF SECTION 01200

Measurement and Payment City of North Miami Beach CTA Project No. 21-0025-001-01 Bid # ITB-2025-042

01291 - 1

SECTION 01291

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SCOPE

A. Payment for various items of the Schedule of Bid Items, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor operations and incidentals appurtenant to the items of the Work being described, as necessary to complete the various items of the Work all in accordance with requirements of the Contract Documents, including all appurtenances thereto.

B. Payment for the various items of the Schedule of Bid Items shall constitute full compensation for compliance with the regulations of public agencies having jurisdiction, including but not limited to, Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA).

C. No separate payment will be made for any item that is not specifically set forth in the Schedule of Bid Items, and all costs, therefore, shall be included in the prices named in the Schedule of Bid Items for the various appurtenances needed to complete the items of the Work.

D. No separate payment will be made for restoration or replacement of existing improvements on public or private property that are impacted by the work, unless specifically exempted by the Contract Documents.

E. Payment for the various items of the Schedule of Bid Items shall constitute full compensation for CONTRACTOR's superintendent at the job site full-time during construction, for furnishing and installing all pipe and structures complete in place including but not limited to bends, tees, outlets, fittings, blind flanges and specials, including connections to existing pipelines; including surveying both horizontal and vertical control for construction of the roadways, structures, pipeline and appurtenances; including all earthwork, excavation, removal and disposal of waste, unsuitable and excess material, furnishing and installing pipe bedding material, all backfill and compaction of native material, and de-watering as required; including potholing to verify locations of existing utilities in advance of construction; the restoration of interfering portions of existing service and utility lines that are not included in other bid items, restraint of pipe; including the water for pressure testing, cleaning the pipe and disinfection, and disposal of the water as required when completed; furnishing, installation, and removal of test heads, cleanup; and restoration of all improvements incidental to construction for which there are no other bid items; including but not limited to, sprinkler systems, drainage systems, guardrails, landscaping, fences, curbs and gutters, driveways, sidewalks, and all other work not included in other bid items.

F. Payment shall also include providing the necessary equipment and labor to pothole and verify depths and locations of existing utilities sufficiently ahead of construction to avoid conflicts with the design alignment and grade of the pipeline. Conflicts with utilities which result from the CONTRACTOR’s negligence to pothole sufficiently ahead of construction

01291 - 2

(a minimum of two days ahead of construction or as approved by the CONSULTANT) shall be resolved by the CONTRACTOR at no additional cost to the COUNTY.

G. Payment for all bid items shall constitute full compensation for the complete installation of each bid item including but not limited to excavation, dewatering, backfill and compaction.

The work shall include for all bid items to be completed, tested and ready for acceptance by the appropriate government agency.

1.02 INVOICING

A. The CONTRACTOR's Florida Licensed Professional Surveyor and Mapper will measure all "As-built" quantities for payment. In the event of disputes as to quantity, the CONSULTANT shall make the final determination; no additional compensation will be made for surveying services. This work shall be supervised by a Florida Licensed Professional Surveyor and Mapper.

1.03 GENERAL REQUIREMENTS: TO INCLUDE TEMPORARY FACILITIES, EQUIPMENT,

MOBILIZATION/DEMOBILIZATION (Pay Item No. 101-1)

A. Payment for general requirements will be made at the lump sum price named in the Schedule of Bid Items. The CONTRACTOR may request payment for this bid item after the Initial Notice to Proceed has been issued.

B. General Requirements including temporary facilities, equipment, mobilization/demobilization are limited to 5% of the Total Bid Items. The 5% ceiling on General Requirements is not responsiveness, just an instruction on the amount the City will pay for General Requirements. Mobilization shall be paid in equal monthly installments based on the contract duration to Final Completion.

1.04 MAINTENANCE OF TRAFFIC (Pay Item No. 102-1)

A. See Section 01010 “Summary of Work”, Section 01570 “Maintenance of Traffic” and all other references to traffic control in this document.

B. Payment for maintenance of traffic will be made at the lump sum price named in the Schedule of Bid Items. Payment for maintenance of traffic will be made in equal monthly lump sum amounts during the duration of the original contract time. Existing traffic signage shall be maintained and protected at all times. There shall be no additional payment for replacement.

C. CONTRACTOR is hereby forewarned that Miami-Dade County, FDOT and the City of North Miami Beach may not allow lane closures during rush hour or other times and may permit only one lane to be closed at any time, if at all. Additional requirements may exist depending on the right-of-way owner. It is the responsibility of the CONTRACTOR to determine, prior to bidding, all MOT requirements of all agencies having jurisdiction and incorporate all such requirements into their prices bid, schedule and means and methods.

D. Furnishing and installing all temporary road, pedestrian facilities, all required traffic control devices, signs including portable changeable message signs, associated accessories and staff, and law enforcement officers as required to maintain vehicular and pedestrian traffic, and all else necessary for a complete and functional Maintenance of Traffic operation, as

01291 - 3 required by the authority having jurisdiction, are to be included under this item. Demolition, removal, and disposal of all temporary road and pedestrian facilities are also included in this line item.

1.05 INLET PROTECTION SYSTEM (Pay Item No. 104-18)

A. Measurement for payment to install an inlet protection system will be based upon the number of drainage structures within the vicinity of the project area requiring protection, all in accordance with the requirements of the Contract Documents.

B. Payment for installation of an inlet protection system will be made at the unit price per each drainage structure indicated on the Schedule of Bid Items, which shall constitute full compensation for complete installation and removal of inlet sediment control devices, stabilization, etc.

1.06 SELECTIVE CLEARING AND GRUBBING, AREAS WITH TREES TO REMAIN (Pay Item No. 110-2-2)

A. Measurement for payment for clearing and grubbing will be based upon the actual acreage of sod areas removed, all in accordance with the requirements of the Contract Documents.

B. Payment for clearing and grubbing will be made at the unit price per acre indicated on the Schedule of Bid Items which price shall constitute full compensation for completing said WORK, including all sod areas, earthwork, etc.

1.07 REMOVAL OF EXISTING CONCRETE (Pay Item No. 110-4-10 through 110-4-14)

A. Measurement for payment to remove existing concrete will be based upon the actual number of square yards or linear feet of such concrete or asphalt removed, all in accordance with the requirements of the Contract Documents.

B. Payment for removal of concrete and asphalt will be made at the unit price per square yard or linear foot indicated on the Schedule of Bid Items which price shall constitute full compensation for completing said WORK, including all removal and disposal of existing concrete material, AND earthwork.

1.08 REMOVE AND DISPOSE OF EXISTING TREES (Pay Item No. 110-23)

A. Measurement for removal and disposal of existing trees will be based upon the actual number, each, of trees removed and disposed of.

B. Payment to remove and dispose of trees will be made at the unit price each, indicated on the Schedule of Bid Items. Removal and disposal of trees shall include cutting of tree, removal of stump, obtaining appropriate tree removal/relocation permits, and the removal and disposal of all vegetative matter associated with the removal and disposal of trees as required by the Contract Documents or directed by the CONSULTANT.

C. No trees with a trunk diameter of 3.5-inches or greater (measured at 4.5 feet above highest adjacent grade) shall be removed without coordination and approval from the CONSULTANT or COUNTY.

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1.09 REGULAR EXCAVATION (Pay Item No. 120-1)

A. Measurement for payment for regular excavation within City Right-of-Way, and proposed or existing easements will be based upon the actual number of cubic yards of such pavement actually removed (regardless of thickness), all in accordance with the Contract Documents.

B. Payment for regular excavation will be made at the unit price per cubic yard of material removed as indicated on the DRAWINGS which price shall constitute full compensation for saw-cutting asphalt, protecting underground utilities and irrigation system, etc., restoring utilities if damaged, the removal and disposal of such material/pavement (regardless of thickness), base material, subgrade, etc.

1.10 TYPE B STABILIZATION (Pay Item No. 160-4)

A. Measurement for payment for compaction/stabilization of subgrade within City Right-of- Way, and proposed or existing easements will be based upon the number of square yards of such materials actually compacted, all in accordance with the requirements of the Contract Documents.

B. Payment for compacting/stabilizing of subgrade will be made at the unit price per square yard indicated on the Schedule of Bid Items, which price shall constitute full compensation for transportation, excavation, handling, cleaning, positioning and compacting of said bedding to a LBR of 40, importing fill material and disposal of excess waste or unsuitable material.

1.11 OPTIONAL LIMEROCK BASE (Pay Items No. 285-7-01,285-7-04,285-7-06)

A. Measurement for payment for furnishing and placing lime rock base material within City Right-of-Way, and proposed or existing easements will be based upon the number of square yards of such materials actually compacted in place at the depth indicated, densities passed, and primed all in accordance with the requirements of the Contract Documents.

B. Payment for furnishing and placing of lime rock base material will be made at the unit price per square yard at the depth indicted on the Schedule of Bid Items, which price shall constitute full compensation for applying prime coat and furnishing all such material, in place, including all excavation, transportation, handling, cleaning, positioning, grading to meet typical roadway section, and compacting of lime rock base to LBR 100 and disposal of waste or unsuitable material.

1.12 MILLING EXISTING ASPHALT PAVEMENT (Pay Item No. 327-70-1)

A. Measurement for payment of milling of existing pavement within CITY Right-of-Way and proposed or existing easements will be based upon the number of square yards of such existing pavement actually milled, as detailed in the DRAWINGS, all in accordance with the requirements of the Contract Documents.

B. Payment for milling of existing pavement at the depth indicated within CITY Right-of-Way and proposed or existing easements will be made at the unit price per square yard for such milling as named and at the thickness indicated on the Schedule of Bid Items which

01291 - 5 price will constitute full compensation for milling, removal of milled material, complete in place to the cross section and depth shown on the DRAWINGS; including night work, restoration of traffic loop detectors, temporary pavement markings, and saw cutting of all pavement and all cleanup of the area disturbed by this construction.

1.13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (Pay Item No. 334-1-13)

A. Measurement for payment of asphalt concrete pavement within City Rights-of-Way, and proposed or existing easements will be based upon the number of tons of such asphalt concrete pavement actually constructed, as detailed in the DRAWINGS, all in accordance with the requirements of the Contract Documents.

B. Payment for placement of asphalt concrete pavement at the thickness indicated will be made at the unit price per ton for such placement as named and at the thickness indicated on the Item Response Form which price will constitute full compensation for applying a tack coat and furnishing, placing and compacting all asphalt surface (including asphalt overlay), complete in place to the cross section and thickness shown on the DRAWINGS;

including restoration of traffic loop detectors, temporary pavement markings, milling and saw cutting of all pavement and all cleanup of the area disturbed by this construction.

1.14 ADJUST MANHOLE RIM AND COVER (Pay Item No. 425-5)

A. Measurement and payment for adjustment of manhole rim and covers will be based upon the actual quantity, each, of such manhole rim and covers adjusted/installed all in accordance with requirements of the Contract Documents.

B. Payment for the item to adjust manhole rim and cover will be made at the unit price per each manhole, named in the Bid Schedule which price shall constitute full compensation for the complete adjustment of manholes as detailed on the Plans and all else necessary for a complete and functional adjustment as shown on the plans.

1.15 ADJUST VALVE BOXES (Pay Item No. 425-6)

A. Measurement and payment for adjustment of valve boxes will be based upon the actual quantity, each, of such valve boxes installed all in accordance with requirements of the Contract Documents.

B. Payment for the item to adjust valve boxes will be made at the unit price per each valve box, named in the Bid Schedule which price shall constitute full compensation for the complete adjustment of valve boxes as detailed on the Plans and all else necessary for a complete and functional adjustment as shown on the plans.

1.16 MODIFY EXISTING DRAINAGE STRUCTURE (Pay Item No. 425-11)

A. Measurement for payment to modify existing drainage structures will be based upon the actual quantity, each, of such structures installed, all in accordance with the requirements of the Contract Documents.

B. Payment for modifying existing drainage structures, will be made at the unit price, each, indicated on the Schedule of Bid Items which price shall constitute full compensation for the completed modification of the structure including but not limited to excavation, 01291 - 6 dewatering, backfill and compaction, catch basin/curb inlet frame and grates, stone below structure, filter fabric, weep hole, brickwork, mortar, construction of the reinforced concrete structure.

1.17 FURNISH AND INSTALL TYPE “F” CURB AND GUTTER/TYPE “B” CURB/TYPE “D”

CURB/TYPE “RA” CURB & GUTTER/VALLEY GUTTER (Pay Items No. 520-1-10,520-2- 4,520-2-8,520-3)

A. Measurement for payment to furnish and install Type F curb and gutter/Type B curb/Type D curb/Type RA curb and gutter/valley gutter will be based upon the number of linear feet of such Type F curb and gutter/Type B curb/Type D curb/Type RA curb and gutter/valley gutter actually constructed as determined by measurement along the centerline of the curb in place, all in accordance with the requirements of the Contract Documents.

B. Payment to furnish and install Type F curb and gutter/Type B curb/Type D curb/Type RA curb and gutter/valley gutter will be made at the unit price per linear foot of curb indicated on the Item Response Form, which shall constitute full compensation for complete installation including excavation, grading, forming, saw cutting of pavement, 4-inch limerock pad, drop curb, and cleanup of all areas disturbed by this construction.

1.18 FURNISH AND INSTALL NEW CONCRETE SIDEWALK AND DRIVEWAYS (Pay Item No. 522-2)

A. Measurement for payment to furnish and install concrete sidewalk and driveways will be based upon the actual number of square yards of such concrete sidewalks and driveways furnished and installed all in accordance with the requirements of the Contract Documents.

B. Payment to furnish and install new concrete sidewalks and driveways will be made at the unit price per square yard indicated on the Item Response Form which price shall constitute full compensation for completing said WORK, including all earthwork, grading, base compaction, construction of the sidewalk/driveway to a minimum 6” thickness, base material, sand, furnishing and setting for expansion joint material, disposal of excess material, and densities passed.

1.19 FURNISH AND INSTALL CAST-IN-PLACE TRUNCATED DOMES DETECTABLE

WARNING PER FDOT INDEX 304 (Pay Item No. 527-1)

A. Measurement for payment to furnish and install cast-in-place truncated domes detectable warning will be based upon the actual number of square feet of such cast-in-place truncated domes detectable warning installed, all in accordance with the requirements of the Contract Documents.

B. Payment for furnishing and installing cast-in-place truncated…