IFB25-_0402_Sidewalk_Repairs,_Concrete_Repairs,_and_Construction.pdf

Mayor Chief Procurement Officer Buddy Dyer David Billingsley, CPSM, C.P.M.

CITY OF ORLANDO

INVITATION FOR BIDS (IFB)

DATE OF ISSUE: May 12, 2025

IFB DUE DATE: June 12, 2025

IFB DUE TIME: 2:00 p.m., Local Time, City of Orlando, FL

BID DELIVERY LOCATION: City of Orlando Procurement and Contracts Division 400 South Orange Avenue, Fourth Floor Orlando, Florida 32801 Bid opening held at same location.

IFB TITLE: SIDEWALK REPAIRS, CONCRETE REPAIRS, AND

CONSTRUCTION.

IFB NO: IFB25-0402

DIRECT ALL INQUIRIES TO: Silvia Coste, CPP, Senior Purchasing Agent

Phone: (407) 246-2216 Email: S i l v i a . C o s t e @ o r l a n d o . g o v

BUSINESS NAME & ADDRESS CONTACT INFORMATION

Business Name Name of Contact Individual

Address Contact Address

City, State, Zip Contact City, State, Zip

Telephone Number Contact Telephone Number

Business Email Address Contact Email Address

THIS IS NOT AN ORDER

Sidewalk Repairs, Concrete Repairs, and Construction IFB25-0402

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TABLE OF CONTENTS:

PAGE

INVITATION TO BID

INSTRUCTIONS FOR SUBMITTING BID

SUBMITTAL REQUIREMENT CHECK LIST

SPECIFICATIONS

SPECIAL CONDITION CLAUSES

GENERAL CONDITIONS

STANDARD TERMS AND CONDITIONS

FORMS AND SUBMITTAL DOCUMENTS:

SOLICITATION COVER PAGE

PRICE PROPOSAL FORM INSTRUCTIONS………………………………………

BIDDER’S CERTIFICATION

CONFLICT OF INTEREST DISCLOSURE FORM

CERTIFICATION REGARDING PROHIBITION AGAINST CONTRACTING WITH

SCRUTINIZED COMPANIES……………………………………………………………………80

CONTRACT AND ACCEPTANCE FORM

BIDDERS QUESTIONNAIRE

ATTACHMENT “A”

HUMAN TRAFFICKING AFFIDAIT…………………………………………………………….87

SUPPLEMENTARY CONDITIONS AND DAVIS BACON…………………………………….89

EXHIBITS

EXHIBIT “1” WORK ORDER ................................................................................. ……99

EXHIBIT “2” CERTIFICATE OF WORK ORDER ACCEPTANCE

EXHIBIT “3” REQUEST FOR INFORMATION

EXHIBIT “4” EROSION AND SEDIMENT CONTROL INSPECTION

EXHIBIT “5” SHOP DRAWING SUBMITTAL

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INVITATION FOR BIDS

The City of Orlando (CITY), Florida, will receive sealed bids through OpenGov for IFB25-0402 Sidewalk Repairs, Concrete Repairs and Construction, on June 12, 2025, at 2:00 p.m., local time, at which time bids will be opened and publicly read virtually. The intention of this project is for the CONTRACTOR to furnish all material, equipment, labor, transportation, construction equipment, machinery, tools, appliances, fuel, power, water and sanitary facilities and all other facilities and incidentals necessary for this work. This contract will be a term contract.

Plans, Specifications & Contract Documents will be open to public inspection on, May 12, 2025.

Documents can be downloaded from the CITY’s OpenGov website at the following web link:

https://procurement.OpenGov.com/portal/orlando. If you have any questions, you can contact the Procurement and Contracts Division at 407-246-2291.

Bids must be accompanied by a bid bond, certified check or cashier's check made out to the City of Orlando, or other security as provided by law, in an amount not less than 10% of the total base bid.

Bidders must be appropriately licensed Florida Contractors pursuant to Chapter 489 Florida Statutes to be considered responsible bidders and eligible to be awarded a contract.

A Pre-Bid Teleconference will be held on May 22, 2025, at 10:00 a.m., local time, via Microsoft Teams, line number is 321-247-7568, ID#292324698#. You must press the # key immediately after entering the ID number.

Refer to the solicitation for more information on the bidding process. All questions about this solicitation must be submitted in writing to Silvia Coste, CPP, Senior Purchasing Agent at silvia.coste@orlando.gov and received before 5:00 p.m., local time, Thursday, May 29, 2025. Answers will be issued in the form of an Addendum.

It will be the responsibility of the Bidder to contact the Procurement and Contracts Division or the OpenGov website prior to submitting a bid to ascertain if any addenda have been issued, to obtain all such addenda, and acknowledge executed addenda. The CITY is under no obligation to respond to questions received after the cutoff date for questions.

Upon award of contract, the awarded Bidder may be required to provide Performance and Payment Bonds for any individual project in the amount of $200,000.00 and over. The Surety must be licensed to do business in the State of Florida, must be included on the United States Department of the Treasury’s Listing of Approved Sureties, and must have at least an “A-” rating in accordance with the most current A.M. Best Company financial strength ratings.

Living Wage CONTRACTOR is required to pay its workers, as well as its subcontractors providing services pursuant to a contract with the CITY, a living wage for the time spent providing services to the CITY. (This provision does not include general administrative personnel unless they are assigned to a CITY project.) “Living wage” means compensation for employment of not less than $15.00 per hour for straight time, exclusive of FICA, unemployment taxes, and workers compensation insurance and employee benefits. This provision shall apply to all bid and proposal awards for services which involve CITY expenditures that exceed $100,000.00 per year.

https://procurement.opengov.com/portal/orlando mailto:silvia.coste@orlando.gov

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INSTRUCTIONS FOR SUBMITTING BID

IN RESPONSE TO INVITATION FOR BIDS FOR THE

IFB25-0402, SIDEWALK REPAIRS, CONCRETE REPAIRS AND CONSTRUCTION

Except as provided below for people needing special accommodations, to be responsive, bids for this solicitation must be submitted electronically. Paper responses will be deemed non-responsive.

Instructions for submitting a bid:

1. Once you have logged into your OpenGov account, go to the solicitation in which you want to bid/participate on. Then click on “Draft Response,” complete the information requested, upload your bid/quote/submittal, along with all required attachments, and submit.

2. Do not wait until the last minute to submit your Bid/Responses, The City is not responsible for late submittals or technical difficulties.

Respondents are solely responsible for ensuring that their submittals are complete, uploaded and submitted in the City’s e-Procurement portal by the due date and time. Respondents are strongly encouraged to submit their response well ahead of the final due date and time to avoid any transmission or other issues. The City shall not be responsible for any submission delays or failures caused by any occurrence.

Notwithstanding any provision of this Addendum or the Solicitation to the contrary, persons with disabilities needing a special accommodation to submit a bid response or participate in this solicitation should contact the Procurement and Contracts Division, City Hall at One City Commons, 400 South Orange Avenue, Orlando, Florida 32801, telephone number (407) 246-2291, not later than four (4) days prior to the submittal date for accommodations related to the submittal, or four (4) days prior to the date on which any other accommodation is needed.

B. PRE-BID MEETING:

A Non-Mandatory Pre-Bid Teleconference will be held on May 22, 2025 at 10:00 a.m., via MS Teams, the conference line number is +1 321-247-7568,ID#292324698#. You must press the # key immediately after entering the id number.

https://teams.microsoft.com/l/meetup-join/19%3ameeting_MzMwMzA5OTctZmIyYy00OTc1LWI5ZmItNDgzNGVhZjU4ODU4%40thread.

v2/0?context=%7b%22Tid%22%3a%227594da9b-294b-4acf-913b-d159ae921564%22%2c%22Oid%22%3a%223dc3147e-b3e2-452b-bf4d-416f9a614cc0%22%7d

C. VIRTUAL SOLICITATION OPENING:

Instructions to join the solicitation opening virtual meeting:

1. Sign up for a free Zoom account Go to zoom.us/signup and enter your email address to create a free account with Zoom web conferencing. You’ll receive an email from Zoom where you will click on a link to activate your account. If you already have a Zoom account, skip to step #3 below.

2. Choose your device and download Zoom

You can use a smart phone, tablet, laptop, or desktop computer. After signing up, visit https://teams.microsoft.com/l/meetup-join/19%3ameeting_MzMwMzA5OTctZmIyYy00OTc1LWI5ZmItNDgzNGVhZjU4ODU4%40thread.v2/0?context=%7b%22Tid%22%3a%227594da9b-294b-4acf-913b-d159ae921564%22%2c%22Oid%22%3a%223dc3147e-b3e2-452b-bf4d-416f9a614cc0%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_MzMwMzA5OTctZmIyYy00OTc1LWI5ZmItNDgzNGVhZjU4ODU4%40thread.v2/0?context=%7b%22Tid%22%3a%227594da9b-294b-4acf-913b-d159ae921564%22%2c%22Oid%22%3a%223dc3147e-b3e2-452b-bf4d-416f9a614cc0%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_MzMwMzA5OTctZmIyYy00OTc1LWI5ZmItNDgzNGVhZjU4ODU4%40thread.v2/0?context=%7b%22Tid%22%3a%227594da9b-294b-4acf-913b-d159ae921564%22%2c%22Oid%22%3a%223dc3147e-b3e2-452b-bf4d-416f9a614cc0%22%7d https://teams.microsoft.com/l/meetup-join/19%3ameeting_MzMwMzA5OTctZmIyYy00OTc1LWI5ZmItNDgzNGVhZjU4ODU4%40thread.v2/0?context=%7b%22Tid%22%3a%227594da9b-294b-4acf-913b-d159ae921564%22%2c%22Oid%22%3a%223dc3147e-b3e2-452b-bf4d-416f9a614cc0%22%7d

Procurement and Contracts Division Page | 5 zoom.us/download and download the “Zoom Client for Meetings” onto your computer. On mobile devices, search your app store for the free Zoom app and download it. Make sure to allow some extra time for the install before joining your first meeting. If you do not have one of the devices just mentioned, you can also call in to the meeting. If you cannot download Zoom and need to connect via web browser, you can use the Zoom web client (more info on browser compatibility visit bit.ly/zoomwebinfo).

3. Join the virtual meeting:

a. This is the public link: https://orlando-gov.zoom.us/j/82356524916

b. Call in number: +1 305 224 1968

c. Webinar ID: 82356524916

4. Provide live public comment

Use the “Raise Hand” feature to request to speak. If you have called in you can raise your hand by pressing *9. If you do this you will be called on to speak using the last four digits of your phone number.

https://orlando-gov.zoom.us/j/

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SUBMITTAL CHECK LIST:

Bidders should use the bid check list below of standard forms which are to be completed and returned as part of your bid submittal. Failure to complete and return required forms may result in your bid being non-responsive and not considered for award.

The items listed below are required. Additionally, other forms/items may be required to be submitted under the terms of this Invitation for Bids which are not listed below. It is the bidder’s responsibility to read and understand the provisions of this Invitation for Bids.

_ Bid Security in the amount of 10% of Bid.

Solicitation Cover Page with completed information requested.

Current Copy of Bidder’s W-9

Electronic Bids Price Form(s) (Unit Price and Total Price Columns completed).

Bidder's Certification, signed and notarized.

Bidder’s Questionnaire.

Conflict of Interest Disclosure Form.

Certification Regarding Prohibition Against Contracting with Scrutinized Companies

Contract and Acceptance Form.

Minority/Women Owned Business Enterprise Letter of Intent, found in the supplementary conditions.

Good Faith Documentation.

Veteran Business Enterprise Participation Form.

__________ Human Trafficking Affidavit

Completed Addendum Acknowledgment in OpenGov.

It is the bidder’s responsibility to contact the City’s Procurement and Contracts Division prior to submitting a bid to ascertain if any addenda have been issued, to obtain all such addenda, and return executed addenda with the bid. If you have downloaded this bid from the Internet, please ensure that you also download all such addenda.

Special Items Required:

1. Certificate of Insurance required within seven (7) days of Notice of Intended Action.

Written Question(s) Form: Written questions must be received by 5:00 P.M. Local time before May 29, 2025.

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SPECIFICATIONS FOR CONCRETE REPAIR AND CONSTRUCTION

PART ONE - GENERAL

A. Scope of Work

1. The Scope of Work consists of repairing existing and constructing new sidewalks, curbs, driveway aprons, retaining walls, curb ramps and crosswalks.

2. The estimated annual expenditure is $800,000.00.

3. The quantities listed in the Bid Price Form are only an estimate of the amount of work that may be performed. The City cannot guarantee how much work will ultimately be required.

During the term of the contract, the City will issue individual work orders (Exhibit “A”) for specific work to be performed.

4. This Specification is divided into several sections for ease of reading. Each section deals with a specific topic. References to many of these sections are available in the City of Orlando’s latest edition of the Engineering Standards Manual (ESM) and the latest edition of the ADA Standards for Accessible Design (ADA).

Accessing and/or viewing, the above-mentioned documents are as follows:

a. For the current document of City of Orlando’s Engineering Standards Manual, visit the official website of the City of Orlando and in the search bar enter “Engineering Standards Manual”. http://www.cityoforlando.net/publicworks/wp-content/uploads/sites/38/2014/03/ESM-5th-Edition-Final-5-9-2016.pdf

b. For the current document of ADA Standards for Accessible Design, search the internet for “ADA Standards for Accessible Design” issued by the Department of Justice.

http://www.ada.gov/regs2010/2010ADAStandards/2010ADAStandards_prt.pdf

B. Documents Incorporated by Reference

1. The City’s latest edition of the Engineering Standards Manual (ESM) and the latest edition of the ADA Standards for Accessible Design are hereby incorporated into these Specifications by reference and shall be complied with by the Contractor. The Special Provisions modify or supplement the above-referenced document.

2. The City’s latest edition of the Engineering Standards Manual (ESM) at the time of bid and the latest edition of the ADA Standards for Accessible Design at the time of bid. The Contractor shall comply with the General Conditions and the Supplementary Conditions set forth within these Specifications.

3. The City’s latest edition of the Engineering Standards Manual (ESM) at the time of bid hereby incorporated into these Specifications by reference and shall be complied with by the Contractor. The Engineering Standards Manual requires compliance with the http://www.cityoforlando.net/publicworks/wp-content/uploads/sites/38/2014/03/ESM-5th-Edition-Final-5-9-2016.pdf http://www.cityoforlando.net/publicworks/wp-content/uploads/sites/38/2014/03/ESM-5th-Edition-Final-5-9-2016.pdf http://www.ada.gov/regs2010/2010ADAStandards/2010ADAStandards_prt.pdf

Procurement and Contracts Division Page | 8 specifications and standards of the Florida Department of Transportation’s “Standard Specifications for Road and Bridge Construction” and the “Design Standards Manual”.

C. Work Order Values and Timelines

1. Each Work Order will assign specific tasks to the Contractor. More than one Work Order may be issued at one time and the timelines for Work Order completion may overlap.

2. Upon issuance of a Work Order, the Contractor shall have five (5) days to report onsite and commence work. The Contractor shall restore the work area and complete each assignment according to the following scale based upon the dollar amount of the Work Order:

$1,000 to $5,000 – 5 days to complete (excluding sod watering requirements, which shall continue until the sod is established and accepted).

$5,001 to $15,000 – 10 days to complete (excluding sod watering requirements, which shall continue until the sod is established and accepted).

$15,001 to $25,000 – 15 days to complete (excluding sod watering requirements, which shall continue until the sod is established and accepted).

$25,001 to $35,000 – 20 days to complete (excluding sod watering requirements, which shall continue until the sod is established and accepted).

$35,001 to $50,000 – 30 days to complete (excluding sod watering requirements, which shall continue until the sod is established and accepted).

$50,001 to $100,000 – 60 days to complete (excluding sod watering requirements, which shall continue until the sod is established and accepted).

3. Any costs associated with clearing and grubbing, or erosion control, shall be included in each individual bid line item.

D. Invoice Processing

Contractor shall submit to the City’s Project Manager an invoice for completed work only after a field inspection of work has been jointly verified with representatives of the Contractor and City.

All invoices shall be presented to the Project Manager, Streets and Stormwater Division, 1010 Woods Avenue, Orlando, Florida 32805, for processing.

E. Minimum Qualifications

1. The Contractor shall have a current Florida General Contractor’s License or equivalent and a copy should be included with the bid.

2. The Contractor shall have a minimum of three (3) years experience in concrete repair and construction that includes sidewalks, curbs, driveway aprons and curb cuts on roads.

References shall include projects in the State of Florida during the last three (3) years that involve concrete repair and construction. Sod / Landscape work may be sub-contracted after approval from City.

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PART TWO - CONCRETE REPAIR & CONSTRUCTION

A. General

1. Scope of Work

The Contractor shall furnish all labor, material, and equipment necessary to perform all operations for the various types of repairs and clean ups that is necessary during the course of making repairs and constructing various concrete. The location of the work is Citywide and the work will be assigned geographically whenever possible. Repairs or new construction assignments will have a specific Work Order written and payments will be made on a per work order basis.

In general, the Scope of Work and the types of repairs involved will be as follows:

a. Concrete: Remove and construct sidewalks, driveway aprons, curbs, curb ramps, crosswalks, etc. where assigned.

b. Sod/Grass/Plant/Landscape: Replacement of Sod to the original state and possible landscaping.

2. Quality Assurance

a. Concrete work shall conform to all regulations of local, state and federal authorities, including safety, health and pollution related. The latest edition of the City’s Engineering Standards Manual (ESM) at the time of bid and the latest edition of the ADA Standards for Accessible Design at the time of bid shall apply.

B. Products

1. Concrete

The materials shall meet the requirements of the latest edition of the City’s Engineering Standards Manual (ESM) at the time of bid.

2. Graded Aggregate

3. Asphalt

4. Irrigation Pipes

If repair of these is needed, any of the most commercially available PVC and metal pipes are acceptable.

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5. Equipment

For concrete repair, a skid-steer Bob Cat type machine with forks and bucket is preferred with the support of a full-size dump truck. A ready-mix concrete delivery truck will be necessary for pours.

C. Execution

1. Concrete Repair/Construction (driveways, sidewalks, curbs, etc.)

a. Most concrete sidewalk repair jobs will involve multiple locations of approximately 2 to 3 sections of sidewalk to be removed, formed and re-poured.

Occasionally, driveway aprons will be involved with the sidewalk repair.

b. All concrete used shall be at least the same quality used in the existing case (i.e. the existing sidewalk, curb, driveway apron, etc) and re-poured using 3,000-psi concrete. All concrete must be plant batch mixed and no on-site bag mixed concrete will be allowed.

c. Where jobsites and plans call for steel reinforcement to be placed in the sidewalk, retaining walls, etc., such reinforcement shall conform to the requirements of the latest edition of the City’s Engineering Standards Manual (ESM) at the time of bid and the latest edition of the ADA Standards for Accessible Design at the time of bid.

d. Forms used for this work shall be made of either wood, or metal, and shall have a depth equal to the depth of the concrete being deposited. Forms shall be straight, clean, free from warp or bends and of sufficient strength.

e. Foundation: If the work area under the concrete has been cut, it shall be filled to the correct depth first and shall be compacted to a minimum of 95% density.

f. Expansion Joints: If expansion joints were part of the existing condition, (e.g between the sidewalk and the curb, driveway, or at fixed objects), then these locations shall be formed with a pre-formed joint filler and shall be ½ inch joints.

g. Contraction Joints: If contraction joints were a part of the existing condition, then these locations shall be replaced to the existing condition type – e.g. “open type” or “sawed”. Joints shall be at least 1-1/2 inch deep.

h. Placement: Place concrete using methods which prevent segregation of mix and ensure that segregation of mix does not occur along the face of forms. Use only square-faced shovels for hand spreading and consolidation. Deposit and spread concrete in a continuous operation between joints. Mixing and placement of concrete shall be in accordance with the latest edition of the City’s Engineering Standards Manual (ESM) at the time of bid and the latest edition of the ADA Standards for Accessible Design at the time of bid.

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i. Finishing: Smooth the surface by spreading and floating. Use hand methods only.

Test surface for trueness. Re-distribute concrete if required, to remove surface irregularities and to provide a smooth, continuous surface. Work all edges of walks and slabs with a 1/8" edging tool. Fiber broom finish perpendicular to the edge of the walk. Do not remove forms for 24 hours after the concrete placement. After removal of forms, clean ends of joints and remove and replace areas of concrete with major defects. Backfill all exposed sides of finished work with soil.

j. Curing: Protect and prevent damage to concrete while finished concrete is curing.

Placement of curing compound may be allowed if approved by the City’s Project Manager. Place curing compound as soon as the concrete has hardened sufficiently to permit application of curing material without marring the surface. Replace immediately any curing material removed or damaged during the curing process.

k. Curbs: The surface of the roadway pavement at the locations where the curb is constructed shall be roughened sufficiently to provide suitable bonding of the pavement and the curb. The curb shall be laid by an appropriate method (manual or machine) that will provide the required cross-section. Curbs shall be completed in a manner so as not to disrupt the flow of stormwater.

l. Tree root pruning and grubbing is required with a majority of the concrete repairs.

ALL TREE ROOTS MUST BE CLEANLY CUT (no ax cuts) while accomplishing this task. The raw use of a skid loader or backhoe to grub tree roots will not be allowed. Close coordination between the City and Contractor must take place with tree root pruning. Any tree root pruning and grubbing shall be considered incidental and included in each individual bid line item. Any tree roots larger than 4 inches in diameter shall be brought to the attention of the Project Manager.

2. Soil Replacement

Contractor is responsible to restore the work area with clean backfill and all areas are to be leveled and graded.

3. Re-Sodding

At most task locations, re-sodding will become necessary as part of repair and construction work. The contractor is required to replace the same type and quality of sod that existed before. Occasionally, some landscaping work may be required. Landscaping must be restored to original or better conditions and to the satisfaction of the City Project Manager.

New sod shall match existing undisturbed sod (Bahia or St. Augustine).

4. Pipe Repair

Contactor will be responsible for all irrigation and water line repairs damaged during the course of work. If repairs are made, the contractor must turn on the irrigation system to ensure it is working properly. This will require coordination with the property owner.

5. Asphalt and Brick Street Repair

Contractor will be responsible for any asphalt and brick street repairs that are disturbed during the course of work.

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6. Clean-up

Without exception, Contractor MUST police and remove all construction material, excess wet concrete, concrete pieces and slabs, trash and debris from job site daily and legally dispose of them off the property.

7. Curb Ramps

The curb ramps will include an ADA compliant detectable warning surface tile that as a minimum, meets the specifications of Armor-Tile.

The Contractor shall submit in the price of the bid item the cost of the surface treatment that meets the minimum square footage as required by ADA Standards. In no case will the minimum square footage of tile coverage be less than 8 square feet.

8. Retaining Walls

Six inch (6”) wide retaining walls shall be constructed to the City of Orlando retaining wall details. Any new construction or replacement of retaining walls over one

(1) foot in height must include rebar in accordance with the latest edition of the City’s Engineering Standards Manual (ESM) at the time of bid and the latest edition of the ADA Standards for Accessible Design at the time of bid.

9. Safety and Protection

The Contractor shall be solely and completely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work. The Contractor shall provide the necessary protection to prevent damage, injury, or loss to all employees on the work site and other persons including, but not limited to, the general public who may be affected thereby. The Contractor will check for any existing utilities in the work area in accordance with Sunshine State One Call of Florida underground locator service and will be responsible for the damage to such utilities, including sprinkler systems.

10. Sidewalk Replacement Location Documentation

The Contractor shall collect data using a GNSS (Global Navigation Satellite System) mapping grade device capable of sub-meter accuracy in varying site conditions. Workers should be properly trained to reach those accuracy capabilities whenever the conditions are possible, for every sidewalk panel that is replaced. The collection devices must be capable of collecting multiple fields of attribute data for each point including but not limited to:

street name, address, machine used, project phase, linear feet of the sidewalk replaced, date and time collected. The device should be capable of delivering this data via an ESRI Geodatabase and will be delivered during the invoicing of each project via email or potentially in the future through a program such as Collector for ArcGIS. After the Contractor submits the report, City staff will verify and document the reported work.

Invoice backup should also incorporate an Excel spreadsheet with the same information as above.

PART THREE - EROSION AND SEDIMENTATION CONTROL

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Any disturbed area over one acre in size must have a Stormwater Pollution Prevention Plan (SPPP) prepared and submitted to the City. It is not anticipated that any issued Work Order will be of the size that will require a full submittal of a SPPP. Therefore, during construction operations, the following control measures shall be used to prevent erosion and sedimentation and comply with the City’s MS4 permit requirements:

1. Clearing and grubbing operations are to be controlled so as to minimize unprotected erodible areas exposed to the weather. Areas outside the limits of construction shall not be disturbed.

2. Excavated material shall not be deposited in locations where it could be washed away by high water or stormwater runoff, and stockpiles shall be covered or encircled with sediment containment devices.

3. New and existing structures shall be protected from siltation during construction.

B. Maintenance

1. The Contractor shall be responsible for maintaining all pollution prevention controls. Daily inspection shall be made by the Contractor to determine the effectiveness of erosion, sedimentation, turbidity, and pollution control measures. Remedial action shall be performed immediately.

2. The following identifies maintenance guidelines for the controls used on this project although, as inspections are conducted, earlier replacement may be necessary as instructed by City staff.

a. Silt fence shall be maintained in accordance with the latest edition of the City’s

Engineering Standards Manual (ESM) at the time of bid.

b. Turbidity barrier maintenance shall include removal of floating debris.

C. Contractor’s Responsibility

1. Erosion and sediment control measures are to be placed prior to, or as the first step in construction. Sediment control devices shall be employed as a perimeter defense against any transportation of silt off the site.

2. Stabilization measures shall be initiated for erosion and sediment control on disturbed area as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than seven (7) days after construction activity in that portion of the site has temporarily or permanently ceased.

3. Permanent soil erosion control measures for all slopes, channels, ditches or any disturbed land areas shall be completed immediately after final grading. When it is not possible to permanently protect a disturbed area immediately after grading operation, temporary

Procurement and Contracts Division Page | 14 erosion control measures shall be installed. All temporary protection shall be maintained until permanent measures are in place and established.

4. The Contractor shall furnish, install, maintain, and subsequently remove, all necessary erosion control, including but not limited to silt fences, floating turbidity barriers, and any other miscellaneous items as indicated within the contract documents, or as required per the City of Orlando Engineering Standards Manual (ESM) at the time of bid or the City’s Project Manager.

5. The Contractor is advised that erosion and sediment controls shall be constructed as required by and in accordance with the City’s Engineering Standards Manual (ESM) at the time of bid, the South Florida Water Management District, the St Johns River Water Management District, the Roadway and Traffic Design Standards (Indexes 102 and 103 as a minimum), and E.P.A. These practices shall include the use and maintenance of staked silt fence and other suitable means surrounding all construction areas to prevent erosion.

Additional erosion control measures may be required due to field conditions as determined by the City’s Project Manager or the regulatory agencies.

In addition, the Contractor is required to provide any additional controls necessary to prevent the possibility of soils from collecting on any off-site areas or in waterways, which include both natural and man-made open ditches, streams, storm drains, lakes, and ponds.

6. All existing stormwater drainage patterns and channels outside the construction areas are to be maintained. The Contractor shall notify the City’s Project Manager if the work appears to interrupt an existing stormwater drainage pattern

7. The Contractor shall maintain a clear path for all surface water drainage structures and ditches during all phases of construction such that impact to construction and/or surrounding facilities is minimized. The Contractor shall be responsible for any erosion, sediment transport, disturbed foundations, impact to structures, and any other damage caused during construction.

8. The timely installation and removal of erosion control material shall keep pace with the assignment’s production.

9. All required erosion and sediment control devices shall be considered incidental and included in each individual bid line item.

D. Contractor Certification (Included in Bidder’s Certification Form)

The successful Contractor will be required to provide the following certification:

“I certify under penalty of law that I understand, and shall comply with the terms and condition of the State of Florida Generic Permit for Stormwater Discharge from large and small construction activities and these Erosion and Sedimentation Specifications”.

PART FOUR - POLLUTION AND NOISE CONTROLS

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The Contractor shall be responsible for eliminating or minimizing noise, vibration, and air pollution caused by construction activities. Generation and disposal of solid and hazardous wastes shall also be controlled.

B. Implementation

1. Criteria

a. Noise Control Noise Control shall be in accordance with Federal, State, and City regulations. The

Contractor shall comply with all City Ordinances and regulations dealing with noise abatement.

b. Vibration Control Vibration Control shall be in accordance with Federal, State, and City regulations. It is the Contractor's sole responsibility to prevent damage from vibration to adjacent structures and property.

c. Air Pollution Controls Air Pollution Control shall be in accordance with Federal, State, and City regulations.

Fugitive Dust

1) Do not cause or allow the emissions of from any transport, handling, construction or storage activity to remain visible in the atmosphere beyond the emission source.

2) Take precautions to minimize dust emissions from operations involving demolition, excavation, grading, clearing of land and disposal of solid waste.

3) Do not cause or allow particulate matter to exceed 100 mg/m3 when determined as the difference between upwind and downwind samples collected on high volume samples at the property line for a minimum of five hours.

4) Take precautions to prevent visible particulate matter from being deposited upon public roadways as a direct result of construction or hauling operations.

Precautions shall include the removal of particulate matter from equipment before movement to paved streets, or the prompt removal of material from paved streets onto which such material has been deposited.

d. Solid and Hazardous Waste

Solid and Hazardous Waste Control shall be in accordance with Federal, State, and City regulations.

The Contractor is solely responsible for the disposal of any hazardous waste that is generated by the contractor's operation.

2. Execution

In order to implement these regulations, Contractor shall use the following procedures and techniques:

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1. Air Pollution

a. Dust

1) Cover loads of materials, debris and soil transported from construction sites.

2) Water down and sweep streets daily, which have heavy volumes of construction vehicles carrying debris and excavated materials.

3) Establish regular cycles and locations for washing trucks, which haul soil from the site.

4) Water down construction sites as needed to suppress dust, during handling of excavation soil or debris or during demolition.

b. Burning of wastes on site is prohibited. Remove scrap and waste material and dispose of in accordance with laws, codes, regulations, ordinances and permits.

c. Use construction equipment, which has been designed and equipped to prevent or control air pollution in conformance with the regulations of the EPA, state and local authorities. Contractor shall have available evidence of such design and equipment shall be maintained and made available for inspection by the City’s Project Manager.

d. Establish and maintain records of the routine maintenance program for internal combustion engine powered vehicles and equipment used on the project. These records shall be held available for inspection by City’s Project Manager.

2. Solid and Hazardous Waste

a. Solid wastes may be disposed of in a number of ways, including reuse on the project, sale for fuel, through controlled incineration, donation to other public private dump sites, either free or for a fee. The method of disposal is restricted according to the classification of the waste material by the CFR 40 - 190 to 399, and by local requirements.

Hazardous material shall be disposed of in Class I or Class II-1 waste disposal facilities.

b. Haul routes for transporting solid or hazardous wastes are subject to the approval of City’s Project Manager.

PART FIVE - MEASUREMENT AND PAYMENT

SECTION 1 - GENERAL

REQUIREMENTS INCLUDE

A. Payment for all work done in compliance with the Contract Documents, inclusive of furnishing all manpower, equipment, materials, and performance of all operations relative to the construction of this project, will be made under Pay Items. Work for which there is not a pay item will be considered incidental to the Contract and no additional compensation will be allowed.

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B. The Owner reserves the right to modify work as may be necessary, and increase or decrease quantities of work to be performed, including deduction or cancellation of any one or more of the Pay Items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in the quantities of the work to be performed, the Contractor will accept payment according to Contract Unit Prices that appear in the original contract.

C. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price cost for completing the work in its entirety. Should the Contractor feel that the cost of any item of the work has not been established by the Bid Form, he shall include the cost for the work in some other applicable bid item, so that his proposal for the project does reflect his total price for completing the work in its entirety.

D. The quantities for payment under this Contract shall be determined by actual measurement and payment of the completed items, in place, ready for service and accepted by the owner, in accordance with the applicable method of measurement, therefore, contained herein. A representative of the Contractor shall witness all field measurements.

E. Work performed by the Contractor outside the limits of construction shall be at the Contractor's expense.

SECTION 2 - SPECIFIC PAY ITEMS

1. Bricks, Remove & Store shall be measured and accepted by the City for payment by the completed square yard. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to remove, and store the existing bricks at Contractor’s location, as approved by the City. Payment will be made under Item No. 1 Bricks, Remove & Store – per square yard (SY).

2. Bricks, Relay Existing shall be measured and accepted by the City for payment by the completed square yard. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to relay existing bricks on concrete fines or sand setting bed per section

6.11 Brick Paving Surfaces of the ESM. The City has a supply of bricks that can be used by the Contractor to make up for reasonable losses. Contractor shall also save partial bricks to be reused to fill in small areas. Payment will be made under Item No. 2 Bricks, Relay Existing – per square yard (SY).

3. Transport Bricks shall be measured and accepted by the City for payment by the completed pallet. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to palletize (steel pallets), shrink wrap, and transport the existing bricks to the City maintenance yard at the intersection of W Miller Ave. and S. Westmoreland D. Payment will be made under Item No. 3 Transport Bricks - Pallet

4. Type II Barricades. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install Type II Barricades at both ends of an open sidewalk removal area. Type II Barricades are intended to be used for 2 days per location for concrete removal and replacement. Payment will be for a 2 day period. Any location where a Type II Barricade is in place for greater than 2 days will not receive additional compensation, without prior approval by the City. Payment will be made under Item No.4 Type II Barricades – each (EA).

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5. MOT Sidewalk Work including flagging operation, if needed. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install and maintain all MOT devices for sidewalk closures and any and all MOT devices for work on the sidewalk work in accordance with the Manual on Uniform Traffic Control Devises (MUTCD) Part 6 Typical Application 28 and Figure 6H-28. This pay item requires that an MOT drawing be submitted and approved but does not require a professionally engineered, signed and sealed plan. Any flagging required for concrete deliveries, loading demo material, or other similar activities is considered incidental to the work and included in this pay item. Payment will be made under Item No. 5 MOT Sidewalk Work – per (DAY).

6. MOT Shoulder Work including flagging operation, if needed. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install and maintain all MOT devices for work on the shoulder in accordance with FDOT Design Standards (latest edition) Index 602. This pay item requires that an MOT drawing be submitted and approved but does not require a professionally engineered, signed and sealed plan. Any flagging required for concrete deliveries, loading demo material, or other similar activities is considered incidental to the work and is included in this pay item. Payment will be made under Item No. 6 MOT Shoulder Work – per (DAY).

7. MOT 2-Lane road, 1-Lane Closure including any necessary flagging operation. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install and maintain all MOT devices for lane closures and any and all additional MOT devices for work which requires a flagging operation in accordance with FDOT Design Standards (latest edition) Index 603. This pay item requires an MOT drawing be submitted and approved, but does not require a professionally engineered signed and sealed plan. The bid price includes two flagmen with handheld two-way radios for the duration of the day. Any flagging required for concrete deliveries, loading demo material, or other similar activities is to be considered incidental to the work and is included in this pay item. Payment will be made under Item No. 7 MOT 2-Lane, 1 Lane Closure Flagging Operation – per (DAY).

8. MOT Multi-Lane, 1-Lane Closure, including any necessary flagging operation. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install and maintain all MOT devices for lane closures and any additional MOT devices for work which requires a lane closure in accordance with FDOT Design Standards (latest edition) Index 613.

This pay item requires an MOT drawing to be submitted and approved but does not require a professionally engineered signed and sealed plan. Any flagging required for concrete deliveries, loading demo material, or other similar activities is to be considered incidental to the work and is included in this pay item. Payment will be made under Item No.8 MOT Multi-Lane, 1 Lane Closure – per (DAY).

9. MOT Detour. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install and maintain all MOT Contractor designed, and City approved, MOT (plan under separate pay item) devices for detour closures and any additional MOT devices for a roadway detour in accordance with the approved signed and sealed MOT plan.

Any flagging required for concrete deliveries, loading demo material, or other similar activities is to be considered incidental to the work and is included in this pay item. Payment will be made under Item No. 9 MOT Detours – per (DAY).

10. Signed and Sealed MOT The bid price and payment shall be full compensation for all materials, Procurement and Contracts Division Page | 19 labor, and equipment necessary to provide and gain approval of a signed and sealed MOT plan.

Any revisions to the MOT plan will not be compensated. This pay item is intended to be used in preparation of MOT Detours, however other instances may apply. Payment will be made under Item No. 10 Signed and Sealed MOT plan – per (Each)

11. Message Board. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install City approved Message Board(s) as needed as part of an MOT set up. Payment will be made under Item No. 11 Message Board – per day (DAY).

12. Flagman with two-way radio. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary for additional flagmen with handheld two-way radios required that is outside of the scope of any other bid items. Payment will be made under Item No.12 Flagman with two-way radio – per hour (HR).

13. Off-Duty Officer shall be determined for payment by each hour an Off-Duty Officer is required, approved, and accepted by the City. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary for an Off-Duty Office required for a given project.

Payment will be made under Item No. 13 Off-Duty Officer – per hour (HR).

14. Crushed Concrete shall be measured for payment by the cubic yard completed accepted by the

City. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to install a crushed concrete base at a depth specified by the City per project in accordance with the City of Orlando ESM (latest edition at the time of bid) Section 6.06, including removal and disposal of any in-situ base material. Payment will be made under Item No. 14 Crushed Concrete – per Cubic Yard (CY).

15. Temporary Asphalt shall be measured for payment by the square foot completed accepted by the

City. The bid price and payment shall be full compensation for all materials, labor and equipment necessary to patch 2 inches of SP 9.5 or SP 12.5 asphalt in accordance with the City of Orlando ESM (latest edition at the time of bid) Section 6.08, including saw cutting, removal and disposal of any existing pavement and concrete necessary to complete the work. Payment will be made under Item No. 15 Temporary Asphalt – per Square Foot (SF).

16. Adjust Manholes shall be determined for payment by each manhole completed and accepted by the City. The bid price and payment shall be full compensation for all materials, labor and equipment necessary to manually adjust manhole ring and cover in accordance with the City of Orlando ESM (latest edition at the time of bid) Section 9.03.04, including saw cutting and removal and disposal of any existing pavement and concrete necessary to complete the work.

Payment will be made under Item No.16 Adjust Manholes – each (EA).

17. Concrete Class NS (Non-Structural) shall be measured for payment by the cubic yard completed and accepted by the City. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to construct the Concrete Class NS per the plans and in accordance with FDOT Specifications for Road and Bridge Construction (latest edition at the time of bid) Section 400. Payment will be made under Item No. 17 Concrete Class NS (Non- Structural) – per cubic yard (CY).

18. Concrete Class I (Retaining Wall Footing) shall be measured for payment by the cubic yard completed and accepted by the City. The bid price and payment shall be full compensation for

Procurement and Contracts Division Page | 20 all materials (including rebar), labor, and equipment necessary to excavate and construct the Concrete Class l (Retaining Wall Footing) in accordance with FDOT Specifications for Road and Bridge Construction (latest edition at the time of bid) Section 400. Payment will be made under Item No. 18 Concrete Class I (Retaining Wall Footing) – per cubic yard (CY).

19. Concrete Class, I (Retaining Wall) 0’-3’ shall be measured for payment by the cubic yard completed and accepted by the City. The bid price and payment shall be full compensation for all materials ( including rebar), labor, and equipment necessary to construct the Concrete Class I (Retaining Wall) per the plans and in accordance with FDOT Specifications for Road and Bridge Construction (latest edition at the time of bid) Section 400. Payment will be made under Item No. 19 Concrete Class I (Retaining Wall) – per cubic yard (CY).

20. Concrete Curb & Gutter (Type F) NEW shall be measured for payment by the linear foot materials, labor and equipment necessary to construct Concrete Curb & Gutter (Type F) (Includes Drop Curb) in accordance with the City of Orlando ESM at the time of bid, including saw cutting; and removal and disposal of any existing pavement and curb necessary to complete the work. Payment will be made under Item No. 20 Concrete Curb & Gutter (Type F) New – per linear foot (LF).

21. Concrete Curb & Gutter (Type F) REMOVE & REPLACE shall be measured for payment by the linear foot completed and accepted by the City. The bid price and payment shall be full compensation for all materials, labor and equipment necessary to remove, dispose and replace Concrete Curb & Gutter (Type F) (Includes Drop Curb) in accordance with the City or Orlando ESM at the time of bid, including saw cutting; and removal and disposal of any existing pavement and curb necessary to complete the work. Payment will be made under Item No. 21 Concrete Curb & Gutter (Type F) Remove &Replace– per linear foot (LF).

22. Concrete Curb & Gutter (Type F) (Modified) NEW shall be measured for payment by the linear foot completed and accepted by the City. The bid price and payment shall be full compensation for all materials, labor, and equipment necessary to construct Concrete Curb & Gutter (Type F) (Modified) per Detail 1 in Part Thirteen of the Specifications, including saw cutting and removal and disposal…