Alternate - Miami Beach Technical Specifications.pdf

Invitation for Bids

Milling and resurfacing of Dade Boulevard

Between 17th Street Bridge and 23rd Street

Bid Set Submittal

Miami Beach Commission:

Mayor Steven Meiner

Commissioners:

Kristen Rosen Gonzalez

Laura Dominguez

Alex J. Fernandez

Tanya K. Bhatt

David Saurez

Joseph Magazine

City Administration:

Eric Carpenter, City Manager

Ricardo J, Dopico, City Attorney

Rafael E. Granado, City Clerk

Public Works Department:

Jay Fink, Interim City Engineer

Bradford Kaine, Interim Public Works Director

Rodney Knowles, Interim Public Works Director

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4/2025 TOC -1 Milling and Resurfacing Dade Boulevard

City of Miami Beach

TABLE OF CONTENTS

CITY OF MIAMI BEACH

Milling and Resurfacing of Dade Boulevard Between 17th Street Bridge and 23rd Street

TECHNICAL SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01010 Summary of Work

01025

01030

Measurement and Payment

Hurricane Preparedness

01040 Coordination

01070 Abbreviations

01090 Reference Standards

01200 Project Meetings

01300 Submittals

01320 Project Completion Schedule

01380 Construction Photographs

01400 Quality Control

01415 Stormwater Pollution Prevention/NPDES Requirements

01425 FDOT Reference

01510 Temporary Utilities

01530 Protection of Existing Facilities

01540 Demolition

01550 Site Access and Storage

01560

01570

Temporary Environmental Controls

Temporary Regulations and Maintenance of Traffic

01600 Materials and Equipment Shipping, Handling, Storage and Protection

01700 Project Closeout

See Appendices

DIVISION 2 – SITE CONSTRUCTION

02230 Site Preparation

02240 Dewatering

02315 Excavation and Fill

02370 Erosion and Sediment Control

02715 Limerock Base Course

02740 Paving

See Appendices

DIVISION 3 THROUGH 16 – NOT USED

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City of Miami Beach

APPENDICES

A Notice to All Contractors

B Geotechnical Engineering Report, dated April 15th, 2025 by UES

C Miami Beach Public Works Manual – Final September 2021 Section 3 Right-of-Way Construction Requirements

D Miami Beach Public Works Manual – Final September 2021 Section 8 Surveying, Drawing, and Drafting Requirements

E Miami Beach Public Works Manual – Final September 2021 Section 9 Erosion and Sediment Control

F Miami Beach Public Works Manual – Final September 2021 Section 10 Earthwork and Roadwork

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SECTION 01010 - SUMMARY OF WORK

PART 1 – GENERAL

1.01 GENERAL

A. The Work to be performed under this Contract shall consist of furnishing all equipment, materials, supplies, and manufactured articles and for furnishing all transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The Work shall be complete, and all work, materials, and services not expressly shown or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work in good faith shall be performed, furnished, and installed by the CONTRACTOR as though originally so specified or shown, at no increase in cost to the CITY.

B. All work under this contract that is not specified in the technical specifications shall comply with the requirements of the City of Miami Beach Public Works Manual (PWM), latest edition. Any conflicts or discrepancies between the technical specifications and PWM shall be brought to the attention of the CITY and ENGINEER for resolution.

C. Wherever the Contract Documents address a third party, i.e., subcontractor, manufacturer, etc., it is to be considered as the CONTRACTOR through the third party.

D. Wherever a reference to number of days is noted, it shall be construed to mean calendar days.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of the Contract is comprised of the milling and asphalt overlay of existing roadways along Dade Boulevard from 17th Street to 23rd Street; temporary pavement markings to maintain traffic; removal of existing asphalt pavement; removal and transport of demolition material; stormwater pollution prevention; pavement and/or driveways damaged by construction; perform soft dig investigation prior to any excavation or reconstruction; complete pavement restoration in the intersections shown on the Plans.

B. The CONTRACTOR shall be responsible and shall assume the cost for the restoration of any altered or affected structure public or private that might be damaged due to construction activity.

C. Refer to the cover sheet of the Drawings for the location map. A Key Map is also included within the Drawings.

1.03 SEQUENCE OF CONSTRUCTION

A. Prior to receiving the Notice to Proceed (NTP #2), CONTRACTOR shall submit shop drawings, sequence of construction, and prepare project schedule pursuant to these specifications. All work should be coordinated with the CITY and submitted to the ENGINEER for approval.

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B. Following receipt of NTP with the work, the CONTRACTOR shall apply for all necessary permits to perform work. The CONTRACTOR shall verify and possibly hand excavate and locate any existing utility service in the area of construction. Any findings not shown on the plans or deviations from the plans shall be submitted in writing to the CITY and ENGINEER. The CONTRACTOR shall notify the ENGINEER and the CITY at least ten days before he is ready to start actual construction to allow the CITY time to make arrangements for inspection of the work.

C. Work under the Contract shall be scheduled and performed in such a manner as to result in the least possible disruption to the residents and businesses. Critical events in the sequence of construction are specified herein. The outline sequence of construction does not include all items necessary to complete the work, but is intended to identify the sequence of critical events. It shall be understood by the CONTRACTOR that the critical events identified are not all inclusive and that additional items of work not stated may be required. The sequence of construction is a precedence requirement and does not attempt to schedule the CONTRACTOR'S work. It is intended only to indicate which activities must precede other activities in order to minimize interference and disruptions.

D. In performing the work in the sequence described hereinafter, all requirements of the Contract Documents shall be strictly followed.

E. The sequence has been divided into subsequent steps representing major work areas.

F. The general sequence of construction for the milling and resurfacing shall be as follows, but a detailed Sequence of Construction shall be submitted by the CONTRACTOR before any work is started. The CITY reserves the right to make changes to the sequence as necessary to facilitate the work.

Suggested Sequence of Construction:

Step 1 - Verify locations, elevations, dimensions, and all other existing conditions, etc., before ordering materials to complete the work in accordance with the Contract Documents.

Step 2 – Prior to commencing work the CONTRACTOR shall reach out to and start a dialogue with the City of Miami Beach Public Work Operations & Transportation Department, affected Homeowners’ Associations, Miami-Dade County, and any other affected stakeholder regarding the sequence of work and schedule. All efforts will be made to minimize impacts to these agencies and traffic/personnel using the areas impacted by the work.

Step 3 - Mobilize for work. Set up storage, staging and parking areas. (As approved in writing by the CITY and paid for by CONTRACTOR if required.) Obtain permits, develop MOT plans as required by the City Right-of-Way Department, develop and submit construction schedule and start shop drawing submittal. Set up message boards at east and west ends of construction zone. Message boards shall read “Roadway Construction, from date to date” or as required by CITY and FDOT permit.

Message boards are required for the duration of the project.

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Step 4 - Upon approval of shop drawings, order all long lead items so that materials may be delivered in a timely fashion without delays to construction.

Step 5 - Contact utility location service (Sunshine State One-Call of Florida Inc.) and the CITY prior to commencing work. (See logo on drawings). Use exploratory test pits and trenches as necessary to verify field conditions (paid by CONTRACTOR).

Step 6 - The CONTRACTOR shall establish and maintain a management of traffic (MOT) plan for the duration of the project in accordance with City of Miami Beach Public Works Manual and Miami-Dade County requirements. CONTRACTOR shall use City of Miami Beach police Officers as necessary to enforce MOT. The use of police officers is to be approved by the City engineer.

Step 7 – The CONTRACTOR shall mill or remove the existing asphalt surface and disposed of the removed material as required by CITY.

Step 8 – The CONTRACTOR shall clean the milled surface to remove debris and dust and ensure proper bonding between the old and new asphalt layers. The CONTRACTOR shall seal all the visible cracks, if any, in the milled surface prior to Step 9.

Step 9 – The CONTRACTOR shall locate and adjust all manholes and valves to match the new asphalt surface elevation and ensure proper sealing and alignment.

Step 10 – The CONTRACTOR shall lay the new friction course & structural course asphalt in base rework areas per FDOT’s Standard Specifications for Road and Bridge Construction FY 2024-25 Section 337 – Asphalt Concrete Friction Courses.

Step 11 – The CONTRACTOR must allow the asphalt to cure per FDOT’s Standard Specifications for Road and Bridge Construction FY 2024-25 Section 337 – Asphalt Concrete Friction Courses and apply thermoplastic pavement markings and reflective pavement markings per FDOT’s Standard Plans Index FY 2024-25 7006-001, 711- 001, and 711-02.

Step 12 – Miscellaneous work, site restoration, demobilization and related closeout activities shall be in accordance with Section 01700, "Project Closeout" and Permit requirements.

1.04 CONSTRUCTION PERMITS

A. The CONTRACTOR shall be responsible for obtaining, and complying with, all required permits as well as performing any necessary coordination with the issuing authorities.

Permits that may apply to this work include but are not limited to:

1. City of Miami beach Public Works Right of Way Permit

2. City of Miami beach Public Works Maintenance of Traffic Plan approval by City Right-of-Way Department

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City of Miami Beach

3. Miami-Dade County Lane Closure Permit

4. SFWMD/RER FDEP Notice of Intent to Use NPDES Generic Permit for Stormwater

Discharge from Small Construction Activities, including development of, and compliance with, a Stormwater Pollution Prevention Plan (RULE 62-621.300(4), F.A.C.). Refer to City of Miami Beach Public Works Manual Section 9 for further information.

B. The CONTRACTOR shall obtain, keep current and pay all fees for any necessary construction permits from those authorities or agencies having jurisdiction over land areas, utilities, or structures which are located within the Contract limits, and which will be occupied, encountered, used, or temporarily interrupted by the CONTRACTOR'S operations unless otherwise stated. Record copies of all permits shall be furnished to the ENGINEER. CITY permits shall be issued to the CONTRACTOR at no cost to the

CONTRACTOR.

C. When construction permits are accompanied by regulations or requirements issued by a particular authority or agency, it shall be the CONTRACTOR'S responsibility to familiarize himself and comply with such regulations or requirements as they apply to his operations on this Project.

D. It shall be the CONTRACTOR'S responsibility to secure all permits of every description required to initiate and complete the work under this contract.

E. No separate or direct payment will be made to the CONTRACTOR for permits and inspection requirements, but all such costs shall be included in the applicable items in the Schedule of Payment Items. The CITY will furnish signed and sealed sets of Contract Documents for permit use as required.

F. The CONTRACTOR shall furnish to the ENGINEER copies of all permits prior to commencement of work requiring permits.

1.05 MAINTENANCE OF TRAFFIC

A. Maintenance of Traffic requirements will be subject to the permitting requirements of the

Authority Having Jurisdiction.

B. Refer to Section 01570, “Traffic Regulations and Maintenance of Traffic” for additional information and requirements.

C. Law enforcement will be required for lane closures impacting signalized intersections, along with certain other cases, in accordance with the requirements of FDOT Specification 102. A contingency allowance is included in the bid form to reimburse the contractor for the cost for law enforcement required by the approved MOT.

D. Pedestrian and bicycle detours will be required to maintain two-way access. Sidewalk closure signs shall be as required by the permitting authority. No temporary bypass sidewalk is required.

E. Provisions shall be made with local bus transit, school hours & buses, garbage collection, 4/2025 01010 – 5 Milling and Resurfacing mail delivery, and other affected services for continuation of service.

1.06 QUALIFICATIONS OF CONTRACTOR

A. The Contractor shall own their equipment needed to perform the complete milling and resurfacing .

1.07 ADDITIONAL ENGINEERING SERVICES

A. In the event that the ENGINEER is required to provide additional engineering services as a result of substitution of materials or equipment which are not "or equal" by the CONTRACTOR, or changes by the CONTRACTOR in dimension, weight, power requirements, etc., of the equipment and accessories furnished, or if the ENGINEER is required to examine and evaluate any changes proposed by the CONTRACTOR for the convenience of the CONTRACTOR, then the ENGINEER's charges in connection with such additional services shall be charged to the CONTRACTOR by the CITY.

B. In the event that the ENGINEER is required to provide additional engineering services as a result of CONTRACTOR'S errors, omissions, or failure to conform to the requirements of the Contract Documents, or if the ENGINEER is required to examine and evaluate any changes proposed by the CONTRACTOR solely for the convenience of the CONTRACTOR, then the ENGINEER'S charges in connection with such additional services shall be charged to the CONTRACTOR by the CITY.

1.08 ADDITIONAL OWNER'S EXPENSES

A. In the event the Work of this Contract is not completed within the time set forth in the

Contract or within the time to which such completion may have been extended in accordance with the Contract Documents, the additional engineering or inspection charges incurred by the CITY may be charged to the CONTRACTOR and deducted from the monies due him. Extra work or supplemental Contract work added to the original Contract, as well as extenuating circumstances beyond the control of the CONTRACTOR, will be given due consideration by the CITY before assessing engineering and inspection charges against the CONTRACTOR.

B. Unless otherwise specifically permitted, the normal time of work under this Contract is limited to 8 hours per day, Monday through Friday. Work beyond these hours will result in additional expense to the CITY. Any expenses and/or damages, including the cost of the ENGINEER's onsite personnel, arising from the CONTRACTOR'S operations beyond the hours and days specified above shall be borne by the CONTRACTOR.

C. Charges for additional CITY's expenses shall be in addition to any liquidated damages assessed in accordance with the Contract.

1.09 TIME OF WORK

A. The normal time of work for this Contract is limited to 40 hours per week and shall be between the hours of 8:00 a.m. and 6:00 p.m., Monday through Friday or as required by the Miami-Dade County and/or City of Miami Beach for specialized shutdown and

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City of Miami Beach interconnect work which may take place outside normal working hours. Outside of these working hours, a noise waiver is required. The CONTRACTOR may elect to work beyond these hours or on weekends provided that all costs incurred by the CITY for additional engineering shall be borne by the CONTRACTOR. The CITY shall deduct the cost of additional engineering costs from monies due the CONTRACTOR. Furthermore, any extended work hours, weekend or holiday work shall be requested in writing and provided with 3 business days advances notice to the CITY and ENGINEER.

B. Due to the nature of this project, portion of the work shall be performed at night, the CITY and ENGINEER shall be informed a reasonable time in advance of the beginning of such work. Temporary lighting and all other necessary facilities for performing and inspecting the work shall be provided and maintained by the CONTRACTOR.

C. Unless otherwise specifically permitted, all work that would be subject to damage shall be stopped during inclement or stormy weather. Only such work as will not suffer injury to workmanship or materials will be permitted. CONTRACTOR shall carefully protect his work against damage or injury from the weather.

1.10 FIRE PROTECTION

A. CONTRACTOR shall take all necessary precautions to prevent fires at or adjacent to the work, buildings, etc., and shall provide adequate facilities for extinguishing fires which do occur.

B. When fire or explosion hazards are created in the vicinity of the work as a result of the locations of fuel tanks, or similar hazardous utilities or devices, the CONTRACTOR shall immediately alert the local Fire Marshal, the ENGINEER, and the CITY of such tank or device. The CONTRACTOR shall exercise all safety precautions and shall comply with all instructions issued by the Fire Marshal and shall cooperate with the CITY of the tank or device to prevent the occurrence of fire or explosion.

1.11 CHEMICALS

A. All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, or disinfectant of other classification, must show approval of either the EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict conformance with all applicable rules and regulations.

1.12 FIRST AID FACILITIES AND ACCIDENTS

A. First Aid Facilities

1. The CONTRACTOR shall provide at the site such equipment and facilities as are necessary to supply first aid to any of his personnel who may be injured in connection with the work.

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B. Accidents

1. The CONTRACTOR shall promptly report, in writing, to the ENGINEER and CITY all accidents whatsoever out of, or in connection with, the performance of the work, whether on or adjacent to the site, which cause death, personal injury or property damage, giving full details and statements of witnesses.

2. If death, serious injuries, or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the CITY and the

ENGINEER.

3. If any claim is made by anyone against the CONTRACTOR or a Subcontractor on account of any accidents, the CONTRACTOR shall promptly report the facts, in writing, to the ENGINEER and CITY, giving full details of the claim.

1.13 SURVEYS AND LAYOUT

A. All work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings or as directed by the ENGINEER. Elevation of existing ground and appurtenances are believed to be reasonably correct but are not guaranteed to be absolute and therefore are presented only as an approximation. Any error or apparent discrepancy in the data shown or omissions of data required for accurately accomplishing the stake out survey shall be referred immediately to the ENGINEER for interpretation or correction.

B. All survey work for construction control purposes shall be made by the CONTRACTOR at his expense. The CONTRACTOR shall provide a Licensed Surveyor as Chief of Party, competently qualified persons, all necessary instruments, stakes, and other material to perform the work.

C. CONTRACTOR shall establish all baselines for the location of the principal component parts of the work together with a suitable number of benchmarks and batter boards adjacent to the work. Based upon the information provided by the Contract Drawings, the CONTRACTOR shall develop and make all detail surveys necessary for construction, including slope stakes, batter boards, stakes for all working points, lines and elevations.

D. CONTRACTOR shall have the responsibility to carefully preserve the benchmarks, reference points and stakes, and in the case of destruction thereof by the CONTRACTOR or resulting from his negligence, the CONTRACTOR shall be charged with the expense and damage resulting therefrom and shall be responsible for any mistakes that may be caused by the unnecessary loss or disturbance of such benchmarks, reference points and stakes.

E. Existing or new control points, property markers and monuments that will be or are destroyed during the normal causes of construction shall be reestablished by the CONTRACTOR and all reference ties recorded therefore shall be furnished to the ENGINEER. All computations necessary to establish the exact position of the work shall be made and preserved by the CONTRACTOR.

F. The ENGINEER may check all or any portion of the work and the CONTRACTOR shall

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City of Miami Beach afford all necessary assistance to the ENGINEER in carrying out such checks. Any necessary corrections to the work shall be immediately made by the CONTRACTOR.

Such checking by the ENGINEER shall not relieve the CONTRACTOR of any responsibilities for the accuracy or completeness of his work.

G. At completion of the work, the CONTRACTOR shall furnish Record Drawings indicating the final layout of all structures, roadway restoration, existing benchmarks, etc. The Record Drawings shall indicate all critical elevations of structures, finish grades, etc.

1.14 ABANDONMENT AND SALVAGE OF EXISTING FACILITIES

A. The scope of work requires the CONTRACTOR to interface with existing structures which will remain, be removed and replaced as part of the work. Prior to beginning any work, associated with existing facilities to be abandoned, salvaged, or otherwise removed or replaced, the CONTRACTOR shall inform the ENGINEER of his intent so that all arrangements can be made with the CITY for removing structures (where possible). The CONTRACTOR shall not proceed without written authorization from the ENGINEER.

B. Salvage: The CITY may desire to salvage certain items of existing equipment which are to be dismantled and removed during the course of construction. Prior to removal of any existing equipment from the site of work, the CONTRACTOR shall ascertain from the ENGINEER whether or not the particular item or items are to be salvaged. Items to be salvaged shall be stockpiled on the site, or delivered to a storage area at a location as directed by the CITY. All other items of equipment shall be disposed of off site by the CONTRACTOR at his expense, in accordance with applicable laws, ordinances and regulations.

1.15 LIMITS OF WORK AREA

A. The CONTRACTOR shall confine his construction operations within the Contract limits shown on the Drawings and/or property lines and/or fence lines. Storage of equipment and materials, or erection and use of sheds outside of the Contract limits, if such areas are the property of the CITY, shall be used only with the CITY's approval. Such storage or temporary structures, even within the Contract's limits, shall be confined to the CITY's property and shall not be placed on properties designated as easements or rights of way unless specifically permitted elsewhere in the Contract Documents.

1.16 WEATHER CONDITIONS

A. No work shall be done when the weather is unsuitable. The CONTRACTOR shall take necessary precautions (in the event of impending storms) to protect all work, materials, or equipment from damage or deterioration due to floods, driving rain, and wind. The CITY reserves the right, through the opinion of the ENGINEER, to order that additional protection measures over and beyond those proposed by the CONTRACTOR, be taken to safeguard all components of the Project. The CONTRACTOR shall not claim any compensation for such precautionary measures so ordered, nor claim any compensation from the CITY for damage to the work from weather elements.

B. The mixing and placing of concrete or pavement courses and installation of structures shall

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City of Miami Beach be stopped during rainstorms, and all freshly placed work shall be protected by canvas or other suitable covering in such manner as to prevent running water from coming in contact with it. Sufficient coverings shall be provided and kept ready at hand for this purpose. The limitations and requirements for mixing and placing concrete shall be as described elsewhere in these Specifications.

1.17 PERIODIC CLEANUP - BASIC SITE RESTORATION

A. During construction, the CONTRACTOR shall regularly remove from the site of the work all accumulated debris and surplus materials of any kind which result from his operations.

Unused equipment and tools shall be stored at the CONTRACTOR'S yard or base of operations for the Project.

B. When the work involves installation of mains, underground structures, or other disturbance of existing features in or across streets, rights of way, easements, or private property, the CONTRACTOR shall (as the work progresses) promptly backfill, compact, grade, and otherwise restore the disturbed area to the basic condition which will permit resumption of pedestrian or vehicular traffic and any other critical activity or functions consistent with the original use of the land. The requirements for temporary paving of streets, walks, and driveways are specified elsewhere. Unsightly mounds of earth, large stones, boulders, and debris shall be removed so that the site presents a neat appearance.

C. The CONTRACTOR shall perform the cleanup work on a regular basis and as frequently as ordered by the ENGINEER. Basic site restoration in a particular area shall be accomplished immediately following the installation or completion of the required facilities in that area. Furthermore, such work shall also be accomplished, when ordered by the ENGINEER, if partially completed facilities must remain incomplete for some time period due to unforeseen circumstances.

D. Upon failure of the CONTRACTOR to perform periodic cleanup and basic restoration of the site to the ENGINEER's satisfaction, the CITY may, upon five (5) days prior written notice to the CONTRACTOR, without prejudice to any other rights or remedies of the CITY, cause such work for which the CONTRACTOR is responsible to be accomplished to the extent deemed necessary by the ENGINEER, and all costs resulting therefrom shall be charged to the CONTRACTOR and deducted from the amounts of money that may be due him.

1.18 REHABILITATION

A. Certain areas of existing structures and the like will be affected by work necessary to complete modifications under this Contract. The CONTRACTOR shall be responsible to rehabilitate those areas affected by its construction activities.

B. Disposal of Debris: All debris, materials, piping, and miscellaneous waste products from the work described in this section shall be removed from the project as soon as possible.

They shall be disposed of in accordance with applicable federal, state, and local regulations. The CONTRACTOR is responsible for determining these regulations and shall bear all costs or retain any profit associated with disposal of these items.

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1.19 CONTRACTOR USE OF PROJECT SITE

A. The CONTRACTOR’s use of the project site shall be limited to its construction operations, including on site storage of materials as approved in writing by the CITY.

1.20 CITY USE OF THE PROJECT SITE

A. The CONTRACTOR shall cooperate with the CITY to minimize interference with the CONTRACTOR's operations and to facilitate the CITY's operations.

1.21 DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES, PIPING AND UTILITIES

A. Where the dimensions and locations of existing structures, piping and utilities are of critical importance in the installation or connection of new work, the CONTRACTOR shall verify such dimensions and locations in the field before the fabrication of any materials which are dependent on the correctness of such information.

1.22 CONSTRUCTION VIDEO/PHOTOGRAPHS

A. The CONTRACTOR shall videotape/photograph the entire project site including all concrete and asphalt pavements, curb, curb and gutter, fencing, landscaping to remain, structures to be demolished, and existing structures that are to be modified. The original photos and video shall be turned over to the ENGINEER prior to beginning construction activities either through an online file transfer system or through submitting an external thumb drive. The video shall clearly identify existing site and structural conditions prior to construction.

B. Special attention shall be given to driveways, landscape and other features of the properties abutting the project.

PART 2 – PRODUCTS - (NOT USED)

PART 3 – EXECUTION - (NOT USED)

- END OF SECTION -

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SECTION 01015 - OWNER FURNISHED EQUIPMENT AND SERVICES

1.01 MATERIALS AND EQUIPMENT FURNISHED BY CONTRACTOR

A. The CONTRACTOR will supply all other materials for the project.

B. All materials and equipment furnished by the CONTRACTOR for use in the work shall be new and of recent domestic manufacture and shall be the products of reliable manufacturers or suppliers who, unless otherwise specified, have been regularly engaged in the manufacture of such materials and equipment for at least five years. All components shall, wherever possible, be standard stock articles of well-known manufacturers. Where the Plans and Specifications designate the product of a particular manufacturer, the product specified has been found suitable for the intended use, but, unless otherwise provided, articles or products of similar characteristics may be offered for the approval of the ENGINEER. Shop Drawings shall be furnished for all materials furnished by the Contractor.

The descriptive data shall consist of dimension drawings, catalog references, material lists and other information necessary to clearly identify and evaluate each article. When substitutions are permitted, the CONTRACTOR shall make all necessary changes in adjacent or connected structures and equipment at his expense.

C. Where contemplated changes, substitutions or appurtenant work require engineering design in the opinion of the ENGINEER, the CONTRACTOR shall have such design services performed at his expense. Said engineering design services shall be of an extent satisfactory to the ENGINEER whose word shall be final and shall be performed by a Registered Professional ENGINEER licensed to practice in the State of Florida.

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SECTION 01025 - MEASUREMENT AND PAYMENT

1.01 SCOPE

A. Payment for all work under this contract shall be made in accordance with the provisions of the general covenants and conditions on the basis of the specific provisions of this section of the specifications. It is intended that all work required to complete this Project will be included in the various bid items described below.

B. The CONTRACTOR’S attention is called to the fact that the quotations for the various items of Work are intended to establish a total price for completing the Work in its entirety.

Should the Bidder/CONTRACTOR feel that the cost for any item of Work has not been established by the Schedule of Payment items or this Section, Bidder/CONTRACTOR shall include the cost for that Work in some other applicable bid item, so that the Bid proposal for the project reflects the total price for completing the Work in its entirety.

C. The pavement marking plans are for bidding purposes only and are not for construction.

The Contractor shall perform a quantity takeoff of existing markings within the project limits and prepare signed and sealed, construction-ready pavement marking plans with stationing and offsets.

The cost for this work shall be distributed across all thermoplastic striping pay items.

Final plans must be submitted to Miami-Dade DTPW with the Right-of-Way permit application, referencing Design Review No. 2025004092. CPH will provide available base files or exhibits as needed.

1.02 PAYMENT ITEMS

A. The format for Payment Requests shall be as directed by the CITY. This shall include the level of breakdown and grouping of payment items.

B. It is the intent of the CITY to obtain a complete and working installation under this Contract, and any items of labor, equipment or materials which may reasonably be assumed as necessary to accomplish this end shall be supplied whether or not they are specifically shown on the Drawings or stated herein.

C. Lump sum items: The lump sum price shall be full compensation for all labor, materials and equipment to satisfactorily complete the installation of the items as shown on the plans and indicated in the details for lump sum pay items.

D. Unit price items: All labor, materials and work performed for construction of the facilities shall be included in the unit price entered in the Bid for each bid item.

E. Units of measure typically shown on Bid Form shall be as follows, unless specified otherwise. All methods of measurement shall be approved by the CITY.

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Item Method of Measurement AC Acre – Field Measure CY Cubic Yard – Field Measure within limits specified or shown, or measured in vehicle by volume, as specified EA Each – Field Count GAL Gallon – Field Measure HR Hour LB Pound(s) – Weight Measure by Scale LF Linear Foot – Field Measure LS Lump Sum – Unit is one; no measurement will be made SF Square Foot SY Square Yard TON Ton – Weight Measure by Scale (2,000)

F. Contingency: This item will be paid to the CONTRACTOR under the Contingency Allowance will only be made for work ordered in writing by the ENGINEER, in accordance with Bid Documents. Any portion of these accounts remaining after all authorized payments have been made will be withheld from Contract payments and will remain with the CITY.

CONTRACTOR is to provide invoicing and documentation for payment.

A non-compensable time extension shall be included in the Contingency Allowance work when approved by the ENGINEER.

G. Dedicated Allowance: This item establishes a fund for reimbursement of the cost of the Bid Item, if authorized by the ENGINEER. Payment shall reimburse the CONTRACTOR for only the cost of Item. Any portion of this fund remaining after all authorized payments have been made will be withheld from Project payments and will remain with the CITY.

CONTRACTOR is to provide invoicing and documentation for payment.

PART 2 – BID ITEMS

Item No. 1 – Mobilization and Demobilization (Lump Sum) For performing preparatory work and operations in mobilizing/demobilization for beginning/ending the work of the Project, includes but is not limited to: supply, submission and correction of all "Pre-Approved Product List" sheets and/or shop drawings for acceptance (submission of all the shop drawings and specifications of all the materials used in the project for review and approval by the CITY ENGINEER); ordering the said equipment and materials in a timely fashion; those operations necessary for the movement of personnel, equipment, supplies and incidentals to the Project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, erosion control measures, pre/post construction video, monthly photos, utility investigation, meetings, preparation of record drawings; permits, the cost of reestablishing the design baseline, vertical control points and reference points,;

bonding in accordance with the Contract Documents, required insurance, general conditions and other preconstruction expense but excluding the actual cost of permits, which are paid under a separate dedicated allowance account and excluding the cost of

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Not inclusive of costs incurred in the provision of traffic control and costs incurred in the provision of off-duty police officers, that are to be paid for under separate bid items.

The mobilization item will be paid in the following manner:

Contracts with a contract duration of up to and including one hundred twenty (120) calendar days will be paid in two (2) separate payments, each equal to fifty percent (50%) of the amount bid for this item.

Contracts with a contract duration of over one hundred twenty (120) calendar days will be paid in four (4) separate payments, each equal to twenty-five percent (25%) of the amount bid for this item. The two or four payments will be made with the first two or four payment draws and is conditioned upon progress satisfactory to the ENGINEER being made pursuant to the accepted Project.

The total amount of the partial payments may not exceed ten percent (10%) of the original Subtotal of the bid items. Any remaining amount will be paid upon completion of all work on the Contract. Retainage, as specified in the "General Covenants and Conditions" and any Special Provisions will apply to these payments.

Demobilization is considered incidental to and shall be included in this Bid Item.

Item No. 2 – Maintenance of Traffic (MOT) (Lump Sum)

This lump sum pay item includes furnishing labor, material and equipment for traffic maintenance and control for the total length of the project, will be paid for from the aggregate sum amount bid by the CONTRACTOR for this purpose. Such amount represents the amount the CONTRACTOR feels is necessary to provide sufficient flagmen, signs, barricades, and similar items and work for directing traffic and maintaining safety during all times of work and other times as directed by the ENGINEER, MDC, the CITY’S Public Works Department and any other governing authority. Also, for costs associated with the delivery, installation, and maintenance of a minimum of two automated traffic message boards (or as required by City of Miami Beach Public Works Department and/or MDC) for the duration of the project to supplement the management for traffic requirements. Message board shall be installed a minimum 14 days prior to construction and shall remain onsite, active until roadway overlay is complete. Any portion of this fund remaining after all authorized payments have been made will remain with the CONTRACTOR. Conversely, no requests for additional payments will be approved.

Bid item includes but is not limited to provisions such as night work hours as directed by the governmental agencies, temporary steel plates if required must be maintained throughout the duration of the project.

Payment to the CONTRACTOR under this item will be by monthly percentage corresponding to the percentage of the Project's work items completed and paid for each month, as approved by the ENGINEER.

Item No. 3 – Temporary Painted Striping (Lump Sum)

4/2025 01025 – 4 Milling and Resurfacing

For installing temporary painted striping markings such as guidelines, stop bars, and directional delineation, will be paid for a lump sum, for areas needed through the limits of the Project. The price bid shall be full compensation for furnishing all labor, materials, equipment, and incidentals required, including but not limited to, temporary paint and primers. Conduct field testing in accordance with Florida Method (FM) 5-541. Remove and replace and/or relocate traffic stripes and markings to meet the requirements of this Article at no additional cost to the CITY.

Item No. 4 – Contingent Item – City of Miami Beach Off-Duty Police Officer (Dedicated Allowance)

This item establishes a fund for reimbursement of the cost of providing off-duty police officers when required for this project. Payment shall only reimburse the CONTRACTOR for the cost of the off-duty police officers for hours on duty at the work site; no overhead, travel time or other additional costs will be allowed. The amount paid for this item shall be equal to the invoice amounts provided by the CITY of Miami Beach Police. Any portion of this fund remaining after all authorized payments have been made will be withheld from contract payment and will remain with the CITY. The allowance amount shown on the bid schedule is an estimate of cost required for the project and is a cost pass-through item and no mark-ups will be added to this item. This item shall be used when approved by the CITY Engineer.

Item No. 5 – Permit Fees (Dedicated Allowance)

This item establishes a fund for reimbursement of the cost of all required construction permits and fees, if authorized by the ENGINEER. Payment shall reimburse the CONTRACTOR for only the cost of the construction permit and fees. Any question or whether a construction permit or fee is required shall be decided by the ENGINEER whose word shall be final. Any portion of this fund remaining after all authorized payments have been made will be withheld from Project payments and will remain with the CITY. The CONTRACTOR should provide payment receipts to be reimbursed.

Item No. 6 – Sampling and Testing of Materials (Dedicated Allowance)

This item establishes a fund for reimbursement of the cost of all required sampling and testing of materials, if authorized by the ENGINEER. Payment shall reimburse the CONTRACTOR for only the cost of the sampling and testing of materials. Any question or whether a sample or material testing is required shall be decided by the ENGINEER whose word shall be final. Any portion of this fund remaining after all authorized payments have been made will be withheld from Project payments and will remain with the CITY. The CONTRACTOR should provide payment receipts to be reimbursed.

Item No. 7 – Contingent Item – Settlement and Monitoring of Structures in Roadway Reconstruction (Lump Sum)

This lump sum pay item includes furnishing labor, material, equipment, and services required for the settlement and monitoring of existing structures and improvements that may be affected in roadway restoration within the project. Work shall include, but not

4/2025 01025 – 5 Milling and Resurfacing limited to, pre-construction condition surveys, installation of settlement monitoring points, baseline elevation readings, routine monitoring during construction, and post-construction verification. Payment will be made at the contract lump sum price for Settlement and Monitoring of Structures in Roadway Reconstruction which shall be full compensation for all work specified, including but not limited to, pre-construction condition assessment, installation and maintenance of settlement monitoring, baseline and periodic elevation surveys, final post-construction condition assessment, data logging, and reporting. No additional compensation will be made for instrumentation loss, damaged, or reinstalled due to construction activities. All monitoring records shall be submitted to the CITY engineer. This item shall be used when approved by the CITY Engineer.

Item No. 8 – Replace Existing R4-11 Signage with R9-29 Signage (Lump Sum)

This lump sum pay item includes furnishing labor, material, equipment, and services required for the removal and proper disposal of all existing R4-11 signs (“Share the Road”) and the furnishing and installation of new R9-20 signs (“Bicycles May Use Full Lane”) for all locations within the project limits, whether specifically called out on the Plans or not.

The CONTRACTOR shall verify all sign locations within the project limits and coordinate with the ENGINEER to ensure all existing R4-11 signs are replaced accordingly.

Work shall include, but not limited to, remove and properly dispose of the existing R4-11 signs within the project limits and furnish and install the new R9-20 signs, including all mounting hardware, posts if necessary, site restoration, and coordination with the ENGINEER for final locations. No separate payment will be made for incidental work or materials associated with this item. Partial payment will be made as the work progresses and is accepted by the ENGINEER in accordance with the Contract Documents.

Item No. 0327-70-1 – Milling Existing Asphalt (1.5” Depth) (Square Yards)

For cold milling roadway surface course for permanent pavement repairs (nominal 1-1/2 inch thick), will be paid for at the unit price bid times the number of square yards of such surface course milled and required as measured along the curb within the limits defined by details on the Plans and/or the FDOT Standard Details. Greater widths are at the

CONTRACTOR’S option and expense. The price bid shall be full compensation for furnishing all labor, materials, equipment, and incidentals required for milling of surfaces indicated. Asphalt cold milling shall be performed using an automated pavement planer capable of maintaining an accurate depth. Cold milling equipment shall meet the approval of the ENGINEER and the governing agency having jurisdiction at the location of the pavement milling operation. The ENGINEER’S word as to the acceptability of the equipment shall be final.

Item No. 0337-7-81 – Asphalt Concrete Friction Course, Traffic B, PG 76-22 (1.5”) (Ton)

For resurfacing asphaltic concrete friction course FC-12.5 (nominal 1-1/2 inch thick) (TLC) (RUBBER), for permanent pavement repairs, will be paid for at the unit price bid times the number of ton of overlay, installed where directed by and to the satisfaction of the ENGINEER, which price shall be full compensation for furnishing all labor, materials, equipment, testing, compaction, final manhole and valve leveling, and incidentals required

4/2025 01025 – 6 Milling and Resurfacing for a complete machine-laid asphaltic concrete friction course installation. After the pavement has been milled and the existing pavement removed, a tack coat shall be applied as specified above. The latest applicable standard for the friction course from FDOT shall be used.

Item No. 0350-6 – Cleaning and Sealing Random Cracks – Concrete Pavement (Linear Feet)

For cleaning and sealing cracks on concrete pavement, will be paid for at the unit price bid times the total length (in linear feet) of all cracks being sealed. This measurement includes all activities necessary to complete the work such as routing, cleaning, and applying the sealant along the limits defined by details on the Plans and/or FDOT Standard Details. The price bid shall be full compensation for furnishing all labor, materials, equipment, testing, and incidentals required for a complete sealing of cracks on surface after milling has taken place. The payment also includes costs for any additional materials needed to ensure proper seal.

Contractor to submit a report with pictures showing location of cracks for review.

Item No. 0425-5 – Contingent Item - Manhole Adjustment (Each)

For adjusting manholes, will be paid for at the unit price bid time the number of each manhole being adjusted, and accepted. This unit price covers all labor, materials, and equipment necessary to complete the work including, but not limited to, lime rock base LBR 100 and reworking lime rock base required, installed, and accepted. All base shall be for furnishing all labor, materials, equipment, testing, compaction, and incidentals required for complete optional base group installation, if necessary. The work under these pay items includes any adjustments (raising or lowering) of existing boxes. When relocation of the box is required, the CONTRACTOR shall make all necessary arrangements with the utility companies, as the utility companies are responsible to provide the manholes covers.

This line item will only apply after field verification of the quantity of standard manholes that shall be adjusted.

Contractor to provide a list showing height of the existing manhole/valve covers from the rim down to the milled surface, include manhole cover/frame type for review and approval.

This item shall be used when approved by the CITY Engineer.

Item No. 0425-6 – Contingent Item - Valve Adjustment (Each)

For adjusting valves, will be paid for at the unit price bid time the number of each valve being adjusted, and accepted. This unit price covers all labor, materials, and equipment necessary to complete the work including, but not limited to, lime rock base LBR 100 and reworking lime rock base required, installed, and accepted. All base shall be for furnishing all labor, materials, equipment, testing, compaction, and incidentals required for complete optional base group installation, if necessary.. The work under these pay items includes any adjustments (raising or lowering) of existing boxes. When relocation of the box is required, the CONTRACTOR shall make all necessary arrangements with the utility companies, as the utility companies are responsible to provide the valve covers. This line item will only apply after field verification of the quantity of valves that shall be adjusted.

4/2025 01025 – 7 Milling and Resurfacing

Contractor to provide a list showing height of the existing manhole/valve covers from the

Item No. 0425-721E – Contingent Item - Removal and Disposal of Existing Standard Frames and Replace with New Adjustable Frame (Manhole) (Each)

For the removal and disposal of existing frames and replacement of a new frame, will be paid at the unit price bid times the number of each frame being removed and replaced.

Each frame, along with its associated grates or covers, is counted as one unit. The measurement includes all activities necessary such as excavation, removal, disposal, and installation of the new frame. This unit price covers all labor, materials, and equipment required for the removal, disposal, and installation of the new frame.