International Gardens Park - Walkway Repairs Rebid

Location: Florida
Posted: Oct 15, 2026
Due: Nov 6, 2026
Agency: Miami-Dade County
Type of Government: State & Local
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
Solicitation No: RPQ No 2026IRWRR
Publication URL: To access bid details, please log in.


Title:
International Gardens Park - Walkway Repairs Rebid
Opening Date:
11/6/2026 2:00:00 PM
Announcement Info:
1.        Scope of Work – Furnish all labor, equipment and materials required to repair the asphalt walkways and various concrete pads throughout International Gardens Park located at 1898 SW 123 Court, Miami, FL 33175. The work includes mill and resurface approximately 3,400 SF of asphalt walkway, demo and remove approximately 8,200 SF of asphalt walkway, install approximately 7,100 SF of lime rock base, install approximately 7,100 SF of asphalt overlay, seal coat approximately 5,900 SF of asphalt walkway, and demo & install approximately 80 SF of concrete walkway/pads. See below for more details:

a.        Attachment 1 – Location shows the general location of International Gardens Park. Prior to submitting a bid, the contractor is to visit the work site and become familiar with the work. The site is in a county park and can be visited by the contractor at any time during open park hours.

b.        Attachment 2 – Sketches Location divides the park into 3 sections and shows the locations of Sketch A (south side of the park), Sketch B (northwest side of the park), and Sketch C (northeast side of the park).

c.        Attachment 3 – Sketch A, Attachment 4 – Sketch B, and Attachment 5 – Sketch C shows the scope of work for each of the three sections.

d.        The contractor is required to perform their own site take-off (field measurement) to complete all work. Any dimensions or quantities depicted in this RPQ are approximate and are not to be used for bid purposes. The existing asphalt walkway has at least two asphalt overlays in the past, so the existing depth of the asphalt walkway is somewhere 2 – 4 inches thick.

e.        The contractor shall abide by the PWD Manual 2 Specifications for asphaltic seal coat, asphalt cement concrete, and Portland cement concrete. Attached are the following:

i.        PWD Manual Part 1A
ii.        PWD Manual Part 1B
iii.        PWD Manual Part 2A
iv.        PWD Manual Part 2B

f.        Sketches A, B and C depict the locations of the following work descriptions:

i.        M&R (Milling and Resurfacing) – The contractor shall mill 1 to 1 ½ inches of asphalt from the existing walkway for the approximate dimensions (length and width in feet) as depicted on the sketch. At a minimum, the contractor shall mill through the top existing asphalt layer down into the second asphalt layer. The contractor shall remove all spoils from the site and properly dispose of the material. The contractor shall power sweep all milled areas prior to tack coat. The tack coat shall be heated and applied in a thin uniform layer at a rate of 0.03 and 0.15 gallons per square yard. The asphalt resurfacing layer may vary in thickness between 1 to 1 ½ inches and shall be Type S-1. All intersecting walkways shall have radius transitions.

ii.        Replace Asphalt Walkway (Demo Asphalt; Install Lime Rock Base; and Install Asphalt Overlay) – The Contractor shall saw cut the asphalt walkway full width at the beginning and end of the removal area. All of the asphalt spoils shall be removed from the site, the contractor shall also root prune and remove the roots and any other debris from the site. Contractor shall properly dispose of the material. The contractor shall compact the subgrade and install clean lime rock from a quarry (compacted well) to an elevation that allows for the finish asphalt surface to be flush with the adjacent existing asphalt surface. There are at least two asphaltic overlays making up the existing walkway surface in this park. Once the compacted lime rock base is at the proper elevation, the contractor shall apply the prime coat and install the asphaltic overlay. The prime coat shall be heated and applied in a thin uniform layer at a rate of no less than 0.10 gallons per square yard. The asphalt resurfacing layer may vary in thickness between 1 to 1 ½ inches and shall be Type S-1. All intersecting walkways shall have radius transitions.

iii.        Replace Concrete Walkway/Pad (Demo Concrete; Compact Existing Base; and Install Concrete Walkway) – The Contractor shall saw cut the concrete walkway/pad full width at the beginning and end of the removal area. All of the concrete spoils shall be removed from the site and shall be properly disposed of the material. The contractor shall compact the subgrade. The concrete shall be a thickness of 6-inches and the finished surface shall have a slip resistant broom finish. Portland cement concrete shall be 3000 psi with polypropylene fiber mesh additive, 6 inches thick and have a slip resistant broom finish. All intersecting walkways shall have radius transitions.

iv.        Seal (Seal Coat Asphalt Walkway) - The contractor shall power sweep the area to be seal coated prior to the application of the seal coat. The seal coat shall be heated and applied in a uniform layer at a rate of 0.20 and 0.35 gallons per square yard.

v.        Repair Shoulder – Sketch A has a note to repair shoulder located near the drinking water fountain. The contractor shall saw cut straight approximately 40 feet of jagged edge, install 70/30 mix to eliminate drop off. See Item g below for details.

vi.        Saw Cut – Throughout the park saw cutting the asphalt walkway, concrete walkway, and concrete pads for a park bench/drinking fountain/bike rack shows up in the work. The intent is to achieve a straight edge for cosmetic purposes prior to installing concrete or asphalt.

g.        Upon completion of the asphalt walkways and concrete walkways/pads, the contractor shall install 70/30 (sand/soil) mix and sod on all areas disturbed by construction activities, using fine hand grading and supplying topsoil mixture to bring Soil/Sod to even elevation with edge of new asphalt/concrete placement. Sod will be placed in the areas where sod existed before prior to the contractor starting the work. If there were no sod in the disturbed area prior to work, then the contractor shall place the 70/30 mix at a 3:1 slope to the walkway ADA compliant.
Technical Certification:
Paving

Commodities
Code Description
21055 PAVING AND STEPPING BLOCKS
Solicitation Package/Addendums
Type File Name
Package RPQ_No_2026IRWRR.pdf

Attachment Preview

Bid Due Date: 11/6/2026 Time Due: 02:00 PM Submitted Via: Electronic Bidding
Estimated Value: $65,092 (excluding Contingencies and Dedicated Allowances)
Project Name: International Gardens Park - Walkway Repairs Rebid
Project Location: 1898 SW 123 Court, Miami, FL 33175
License Requirements: Primary: Paving
Sub: Concrete Finishing
Scope of Work: (Contractor must obtain and submit all permits prior to performing any work). 1. Scope of Work - Furnish all labor, equipment and materials required to repair the asphalt walkways and various concrete pads throughout International Gardens Park located at 1898 SW 123 Court, Miami, FL 33175. The work includes mill and resurface approximately 3,400 SF of asphalt walkway, demo and remove approximately 8,200 SF of asphalt walkway, install approximately 7,100 SF of lime rock base, install approximately 7,100 SF of asphalt overlay, seal coat approximately 5,900 SF of asphalt walkway, and demo & install approximately 80 SF of concrete walkway/pads. See below for more details: a. Attachment 1 - Location shows the general location of International Gardens Park. Prior to submitting a bid, the contractor is to visit the work site and become familiar with the work. The site is in a county park and can be visited by the contractor at any time during open park hours. b. Attachment 2 - Sketches Location divides the park into 3 sections and shows the locations of Sketch A (south side of the park), Sketch B (northwest side of the park), and Sketch C (northeast side of the park). c. Attachment 3 - Sketch A, Attachment 4 - Sketch B, and Attachment 5 - Sketch C shows the scope of work for each of the three sections. d. The contractor is required to perform their own site take-off (field measurement) to complete all work. Any dimensions or quantities depicted in this RPQ are approximate and are not to be used for bid purposes. The existing asphalt walkway has at least two asphalt overlays in the past, so the existing depth of the asphalt walkway is somewhere 2 - 4 inches thick.

Parks, Recreation and Open Spaces MIAMI-DADE COUNTY, FLORIDA
Capital Programs Division REQUEST FOR PRICE QUOTATION (RPQ)
275 NW 2nd Street, 4th Floor, Suite 412 Contract No: MCC 7360 Plan
Miami Fl 33128 RPQ No: 2026IRWRR
INVITATION TO BID
A RPQ has been issued for the work identified below. If you are interested in submitting a bid for this project, please submit your
bid via Electronic Bidding, attention to Penelope Quintas at no later than 11/6/2026 at 02:00 PM. If you have any questions,
contact Duane Kopp, P.E. at (305) 596-4460.
This RPQ is issued under the terms and conditions of the Miscellaneous Construction Contracts (MCC) Program MCC 7360 Plan.
RPQ DETAILED BREAKDOWN
Bid Due Date: 11/6/2026 Time Due: 02:00 PM Submitted Via: Electronic Bidding
Estimated Value: $65,092 (excluding Contingencies and Dedicated Allowances)
Project Name: International Gardens Park - Walkway Repairs Rebid
Project Location: 1898 SW 123 Court, Miami, FL 33175
License Requirements: Primary: Paving
Sub: Concrete Finishing
Scope of Work: (Contractor must obtain and submit all permits prior to performing any work).
1. Scope of Work - Furnish all labor, equipment and materials required to repair the asphalt
walkways and various concrete pads throughout International Gardens Park located at 1898 SW
123 Court, Miami, FL 33175. The work includes mill and resurface approximately 3,400 SF of
asphalt walkway, demo and remove approximately 8,200 SF of asphalt walkway, install
approximately 7,100 SF of lime rock base, install approximately 7,100 SF of asphalt overlay, seal
coat approximately 5,900 SF of asphalt walkway, and demo & install approximately 80 SF of
concrete walkway/pads. See below for more details:
a. Attachment 1 - Location shows the general location of International Gardens Park. Prior to
submitting a bid, the contractor is to visit the work site and become familiar with the work. The site
is in a county park and can be visited by the contractor at any time during open park hours.
b. Attachment 2 - Sketches Location divides the park into 3 sections and shows the locations of
Sketch A (south side of the park), Sketch B (northwest side of the park), and Sketch C (northeast
side of the park).
c. Attachment 3 - Sketch A, Attachment 4 - Sketch B, and Attachment 5 - Sketch C shows the
scope of work for each of the three sections.
d. The contractor is required to perform their own site take-off (field measurement) to complete all
work. Any dimensions or quantities depicted in this RPQ are approximate and are not to be used
for bid purposes. The existing asphalt walkway has at least two asphalt overlays in the past, so
the existing depth of the asphalt walkway is somewhere 2 - 4 inches thick.

e. The contractor shall abide by the PWD Manual 2 Specifications for asphaltic seal coat, asphalt cement concrete, and Portland cement concrete. Attached are the following: i. PWD Manual Part 1A ii. PWD Manual Part 1B iii. PWD Manual Part 2A iv. PWD Manual Part 2B f. Sketches A, B and C depict the locations of the following work descriptions: i. M&R (Milling and Resurfacing) - The contractor shall mill 1 to 1 12 inches of asphalt from the existing walkway for the approximate dimensions (length and width in feet) as depicted on the sketch. At a minimum, the contractor shall mill through the top existing asphalt layer down into the second asphalt layer. The contractor shall remove all spoils from the site and properly dispose of the material. The contractor shall power sweep all milled areas prior to tack coat. The tack coat shall be heated and applied in a thin uniform layer at a rate of 0.03 and 0.15 gallons per square yard. The asphalt resurfacing layer may vary in thickness between 1 to 1 12 inches and shall be Type S-1. All intersecting walkways shall have radius transitions. ii. Replace Asphalt Walkway (Demo Asphalt; Install Lime Rock Base; and Install Asphalt Overlay) - The Contractor shall saw cut the asphalt walkway full width at the beginning and end of the removal area. All of the asphalt spoils shall be removed from the site, the contractor shall also root prune and remove the roots and any other debris from the site. Contractor shall properly dispose of the material. The contractor shall compact the subgrade and install clean lime rock from a quarry (compacted well) to an elevation that allows for the finish asphalt surface to be flush with the adjacent existing asphalt surface. There are at least two asphaltic overlays making up the existing walkway surface in this park. Once the compacted lime rock base is at the proper elevation, the contractor shall apply the prime coat and install the asphaltic overlay. The prime coat shall be heated and applied in a thin uniform layer at a rate of no less than 0.10 gallons per square yard. The asphalt resurfacing layer may vary in thickness between 1 to 1 12 inches and shall be Type S-1. All intersecting walkways shall have radius transitions. iii. Replace Concrete Walkway/Pad (Demo Concrete; Compact Existing Base; and Install Concrete Walkway) - The Contractor shall saw cut the concrete walkway/pad full width at the beginning and end of the removal area. All of the concrete spoils shall be removed from the site and shall be properly disposed of the material. The contractor shall compact the subgrade. The concrete shall be a thickness of 6-inches and the finished surface shall have a slip resistant broom finish. Portland cement concrete shall be 3000 psi with polypropylene fiber mesh additive, 6 inches thick and have a slip resistant broom finish. All intersecting walkways shall have radius transitions. iv. Seal (Seal Coat Asphalt Walkway) - The contractor shall power sweep the area to be seal coated prior to the application of the seal coat. The seal coat shall be heated and applied in a uniform layer at a rate of 0.20 and 0.35 gallons per square yard. v. Repair Shoulder - Sketch A has a note to repair shoulder located near the drinking water fountain. The contractor shall saw cut straight approximately 40 feet of jagged edge, install 70/30 mix to eliminate drop off. See Item g below for details.

e. The contractor shall abide by the PWD Manual 2 Specifications for asphaltic seal coat, asphalt
cement concrete, and Portland cement concrete. Attached are the following:
i. PWD Manual Part 1A
ii. PWD Manual Part 1B
iii. PWD Manual Part 2A
iv. PWD Manual Part 2B
f. Sketches A, B and C depict the locations of the following work descriptions:
i. M&R (Milling and Resurfacing) - The contractor shall mill 1 to 1 12 inches of asphalt from the
existing walkway for the approximate dimensions (length and width in feet) as depicted on the
sketch. At a minimum, the contractor shall mill through the top existing asphalt layer down into the
second asphalt layer. The contractor shall remove all spoils from the site and properly dispose of
the material. The contractor shall power sweep all milled areas prior to tack coat. The tack coat
shall be heated and applied in a thin uniform layer at a rate of 0.03 and 0.15 gallons per square
yard. The asphalt resurfacing layer may vary in thickness between 1 to 1 12 inches and shall be
Type S-1. All intersecting walkways shall have radius transitions.
ii. Replace Asphalt Walkway (Demo Asphalt; Install Lime Rock Base; and Install Asphalt Overlay)
- The Contractor shall saw cut the asphalt walkway full width at the beginning and end of the
removal area. All of the asphalt spoils shall be removed from the site, the contractor shall also
root prune and remove the roots and any other debris from the site. Contractor shall properly
dispose of the material. The contractor shall compact the subgrade and install clean lime rock
from a quarry (compacted well) to an elevation that allows for the finish asphalt surface to be flush
with the adjacent existing asphalt surface. There are at least two asphaltic overlays making up the
existing walkway surface in this park. Once the compacted lime rock base is at the proper
elevation, the contractor shall apply the prime coat and install the asphaltic overlay. The prime
coat shall be heated and applied in a thin uniform layer at a rate of no less than 0.10 gallons per
square yard. The asphalt resurfacing layer may vary in thickness between 1 to 1 12 inches and
shall be Type S-1. All intersecting walkways shall have radius transitions.
iii. Replace Concrete Walkway/Pad (Demo Concrete; Compact Existing Base; and Install
Concrete Walkway) - The Contractor shall saw cut the concrete walkway/pad full width at the
beginning and end of the removal area. All of the concrete spoils shall be removed from the site
and shall be properly disposed of the material. The contractor shall compact the subgrade. The
concrete shall be a thickness of 6-inches and the finished surface shall have a slip resistant
broom finish. Portland cement concrete shall be 3000 psi with polypropylene fiber mesh additive,
6 inches thick and have a slip resistant broom finish. All intersecting walkways shall have radius
transitions.
iv. Seal (Seal Coat Asphalt Walkway) - The contractor shall power sweep the area to be seal
coated prior to the application of the seal coat. The seal coat shall be heated and applied in a
uniform layer at a rate of 0.20 and 0.35 gallons per square yard.
v. Repair Shoulder - Sketch A has a note to repair shoulder located near the drinking water
fountain. The contractor shall saw cut straight approximately 40 feet of jagged edge, install 70/30
mix to eliminate drop off. See Item g below for details.

Document Pickup: C ontact: roberto.ciprian@miamidade.gov Phone No: Date: 1/1/1900
Location: To receive the bid documents contact: roberto.ciprian@miamidade.gov
Pre-Bid Meeting:: YES Mandatory: YES Date: 10/22/2026 Time: 09:00 AM
Location: 1898 SW 123 Court, Miami, FL 33175
Site Meeting: YES Mandatory: YES Date: 10/22/2026 Time: 09:00 AM
Location: 1898 SW 123 Court, Miami, FL 33175
Bid shall be submitted to: Contact: Penelope Quintas
Address: Electronically via email in PDF format to penelope.quintas@miamidade.gov
Email: penelope.quintas@miamidade.gov FAX # : 305-755-7840
Type of Contract: Multiple Trade Method of Award: Lowest Responsible Bidder
Method of Payment: Lump Sum Insurance Required: YES
Additional Insurance Required: NO If Yes - Minimum Coverage:
Performance & Payment Bond Required: NO Bid Bond Required: NO
Davis Bacon: YES Maintenance Wages: YES AIPP: NO Amount:
DBE Participation: NO Percentage: 0.00% DBE Subcontractor Forms Required: NO
SBE-S Requirements NO Percentage: 0.00%
SBE-Services Commodity Set-Aside NO If Yes, Service =
SBE-G Requirements NO Percentage: 0.00%
SBE-Goods Commodity Set-Aside NO If Yes, Goods =
Liquidated Damages: YES $$ Per Day: $250.00
For RPQ's less than $10,000, if no LD rate is specified, the County reserves the right to assess actual damages in lieu of LDs.
Design Drawing Included: NO Shop Drawing Included: YES Specifications Included: YES
Anticipated Start Date: 12/30/2026 Calendar Days for Project Completion: 30
Comments:

vi. Saw Cut - Throughout the park saw cutting the asphalt walkway, concrete walkway, and
concrete pads for a park bench/drinking fountain/bike rack shows up in the work. The intent is to
achieve a straight edge for cosmetic purposes prior to installing concrete or asphalt.
g. Upon completion of the asphalt walkways and concrete walkways/pads, the contractor shall
install 70/30 (sand/soil) mix and sod on all areas disturbed by construction activities, using fine
hand grading and supplying topsoil mixture to bring Soil/Sod to even elevation with edge of new
asphalt/concrete placement. Sod will be placed in the areas where sod existed before prior to the
contractor starting the work. If there were no sod in the disturbed area prior to work, then the
contractor shall place the 70/30 mix at a 3:1 slope to the walkway ADA compliant.
Document Pickup: Contact: roberto.ciprian@miamidade.gov Phone No: Date: 1/1/1900
Location: To receive the bid documents contact: roberto.ciprian@miamidade.gov
Pre-Bid Meeting:: YES Mandatory: YES Date: 10/22/2026 Time: 09:00 AM
Location: 1898 SW 123 Court, Miami, FL 33175
Site Meeting: YES Mandatory: YES Date: 10/22/2026 Time: 09:00 AM
Location: 1898 SW 123 Court, Miami, FL 33175
Bid shall be submitted to: Contact: Penelope Quintas
Address: Electronically via email in PDF format to penelope.quintas@miamidade.gov
Email: penelope.quintas@miamidade.gov FAX # : 305-755-7840
Type of Contract: Multiple Trade Method of Award: Lowest Responsible Bidder
Method of Payment: Lump Sum Insurance Required: YES
Additional Insurance Required: NO If Yes - Minimum Coverage:
Performance & Payment Bond Required: NO Bid Bond Required: NO
Davis Bacon: YES Maintenance Wages: YES AIPP: NO Amount:
DBE Participation: NO Percentage: 0.00% DBE Subcontractor Forms Required: NO
SBE-S Requirements NO Percentage: 0.00%
SBE-Services Commodity Set-Aside NO If Yes, Service =
SBE-G Requirements NO Percentage: 0.00%
SBE-Goods Commodity Set-Aside NO If Yes, Goods =
Liquidated Damages: YES $$ Per Day: $250.00
For RPQ's less than $10,000, if no LD rate is specified, the County reserves the right to assess actual damages in lieu of LDs.
Design Drawing Included: NO Shop Drawing Included: YES Specifications Included: YES
Anticipated Start Date: 12/30/2026 Calendar Days for Project Completion: 30
Comments:

DISCLOSURE:
* Contractor shall indemnify and hold harmless the County and its officers, employees, agents and instrumentalities from
any and all liability, losses or damages, including attorneys' fees and costs of defense, which the County or its officers,
employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings
of any kind or nature arising out of, relating to or resulting from the performance of this Agreement by the Contractor or its
employees, agents, servants, partners principals or subcontractors. Contractor shall pay all claims and losses in
connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the
County, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which
may issue thereon. Contractor expressly understands and agrees that any insurance protection required by this
Agreement or otherwise provided by the Contractor shall in no way limit the responsibility to indemnify, keep and save
harmless and defend the County or its officers, employees, agents and instrumentalities as herein provided.
The Contractor shall furnish to Parks, Recreation and Open Spaces, Capital Programs Division, 275 NW 2nd Street,
4th Floor, Suite 412, Miami Fl 33128, Certificate(s) of Insurance which indicate that insurance coverage has been
obtained which meets the requirements as outlined below:
A. Worker's Compensation Insurance for all employees of the Contractor as required by Florida Statute 440.
a. If applicable should include coverage required under the U.S. Longshoremen and Harbor Workers' Act (USL&H)
and/or Jones Act for any activities on or about navigable water.
B. Commercial General Liability in an amount not less than $300,000 per occurrence, and $600,000 in the aggregate.
Miami-Dade County must be shown as an additional insured with respect to this coverage.
C. Automobile Liability Insurance covering all owned, non-owned and hired vehicles used in connection with the work, in
an amount not less than $300,000 combined single limit per occurrence for bodily injury and property damage.
*Under no circumstances are Contractors permitted on the Aviation Department, Aircraft Operating Airside (A.O.A) at
Miami International Airport without increasing automobile coverage to $5 million. Only vehicles owned or leased by a
company will be authorized. $1 million limit applies at all other airports.
VERIFICATION OF EMPLOYMENT ELIGIBILITY (E-VERIFY):
By entering the Contract, the Awarded Bidder becomes obligated to comply with the provisions of Section 448.095, Florida
Statute, titled "Verification of Employment Eligibility." This includes but is not limited to utilization of the U.S. Department of
Homeland Security's E-Verify System to verify the employment eligibility of all newly hired employees by the Awarded
Bidder effective, January 1, 2021, and requiring all Subcontractors to provide an affidavit attesting that the Subcontractor
does not employ, contract with, or subcontract with, an unauthorized alien. Failure to comply may lead to termination of
this Awarded Bidder, or if a Subcontractor knowingly violates the statute, the subcontract must be terminated immediately.
Any challenge to termination under this provision must be filed in the Circuit Court no later than twenty (20) calendar days
after the date of termination. If this Contract is terminated for a violation of the statute by the Awarded Bidder, the Awarded
Bidder may not be awarded a public contract for a period of one year after the date of termination, and the Awarded Bidder
may be liable for any additional costs incurred by the County resulting from the termination of the Contract. Public and
private employers must enroll in the E-Verify System (http://www.uscis.gov/e-verify) and retain the I-9 Forms for inspection.

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