HomeMy WebLinkAbout2026 01 12 Consent 303 - FY25-26 Asphalt Street ResurfacingCONSENT AGENDA ITEM 303
CITY COMMISSION AGENDA | JANUARY 12, 2026 REGULAR MEETING
TITLE
FY25-26 Asphalt Street Resurfacing
SUMMARY
The Fiscal Year 2025–2026 Pavement Management Program (PMP) includes milling
and resurfacing City streets at various locations based on Staff's review of the
following factors:
Signs of pavement deterioration and/or structural failure
Pavement age
Traffic volumes
Planning around future Capital Improvement Projects
Input from staff and residents
Funding availability
The recommended asphalt resurfacing for this fiscal year consists of the streets
identified in Attachment 1, pending no major changes to existing conditions. An exact
cost proposal from Middlesex Paving, LLC is pending and will be reviewed after all
locations have been inspected and verified by contractor. Middlesex Paving, LLC
currently holds a Pavement Management Program Services agreement with Seminole
County (IFB-603616-19/BJC), executed in December 2019, and the City’s purchase
order will piggyback on this agreement using the established unit prices, all of which
are at or below the corresponding Seminole County contract prices (Attachment 2).
Middlesex has successfully completed multiple asphalt resurfacing projects for the City
since 2020.
In addition, Staff will bring forward a Citywide Pavement Management Program Plan at
a future Commission meeting for consideration with a more comprehensive, long-
term approach to the City’s resurfacing needs.
The current estimated project cost recommended for authorization is approximately
$1,456,582, funded through a combination of the Infrastructure Surtax Fund (One-
Cent Sales Tax – 3rd Generation) and the Transportation Improvement Fund using
previously budgeted capital improvement funds.
FUNDING SOURCE
Transportation Improvement Fund 120-41-0000-560650-001 Construction in Progress
Resurfacing.
49
RECOMMENDATION
Staff recommends the City Commission approve the issuance of a purchase order to
Middlesex Paving, LLC for Asphalt Resurfacing of city streets in the approximate
amount of $1,456,582.00 and authorize the City Manager and City Attorney to prepare
and execute any all applicable documents.
50
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CTSeminole County GIS, FDEP, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Legend
2026 Projects
1 - DEVON AVE
2 - GAZELL TRL
3 - ABERDEEN &
GALLOWAY
4 - OAK FORREST
5 - DUNCAN DR
6 - SEAFARER LN
7 - PANAMA RD
8 - SHORE RD
9 - EDGEMON DR
Streets
51
E10 0.03 0.050.01 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
1 Devon Ave from N Devon Ave to W Sr 434 805 feet
Project 1 - Devon Ave
52
E2
E3
E4
0 0.03 0.050.01 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
2 Gazell Trl from Cheetah Trl to Start Of Road 318 feet
3 Gazell Trl from Winter Springs Blvd to Cheetah Trl 371 feet
4 Gazell Trl from Deer Run to Winter Springs Blvd 832 feet
Project 2 - Gazell Trl
53
E6E15
E19E
1
4
E12 E9E17E18
E 7E5
E8E10E16
E13
E11
0 0.03 0.050.01 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance Exhibit Name Description Distance Exhibit Name Description Distance
10 Galloway Dr from End Of Road to Galloway Ct 399 feet
11 Aberdeen Ln from End Of Road to Aberdeen Ct 496 feet
12 Aberdeen Ln from Aberdeen Ct to Sheoah Blvd 141 feet
13 Galloway Dr from Gretna Ct to Sheoah Blvd 442 feet
14 Gretna Ter from End Of Road to Gretna Ct 116 feet
15 Gretna Ct from End Of Road to Gretna Ct 115 feet
16 Gretna Ct from Gretna Ter to Galloway Dr 410 feet
17 Gretna Ct from End Of Road to Galloway Dr 247 feet
18 Galloway Dr from Galloway Ter to Gretna Ct 253 feet
19 Galloway Ter from End Of Road to Galloway Dr 116 feet
5 Aberdeen Ct from End Of Road to Aberdeen Ln 269 feet
6 Galloway Ter from End Of Road to Galloway Dr 110 feet
7 Galloway Dr from Galloway Ct to Galloway Ter 261 feet
8 Galloway Ct from End Of Road to Galloway Dr 398 feet
9 Galloway Ct from End Of Road to Galloway Dr 227 feet
Project 3 - Aberdeen & Galloway
54
E40E27E21
E
2
3 E39E25E32E33E
2
8
E24E22E36
E37E26E30
E29
E31
E20
E38E
3
4
E35E 3 5
0 0.06 0.120.03 Miles
Road Mill & Resurfacing Project 2026
Project 4 - Oak Forrest
Exhibit Name Description Distance Exhibit Name Description Distance
20 Winter Springs Blvd from Benchwood Dr to Chokecherry Dr 923 feet
21 Oak Forest Dr from Chokecherry Dr to Taproot Dr 275 feet
22 Taproot Dr from Sensation Ln to Oak Forest Dr 674 feet
23 Sensation Ln from Taproot Dr to Chokecherry Dr 278 feet
24 Taproot Dr from Sapling Dr to Sensation Ln 427 feet
25 Sapling Dr from Chokecherry Dr to Taproot Dr 298 feet
26 Sapling Dr from Taproot Dr to Oak Forest Dr 772 feet
27 Oak Forest Dr from Taproot Dr to Sapling Dr 241 feet
28 Oak Forest Dr from Sapling Dr to Forest Cir 379 feet
29 Forest Cir from Oak Forest Dr to Oak Forest Dr 914 feet
30 Forest Cir from Oak Forest Dr to Oak Forest Dr 781 feet
31 Chokecherry Dr from Winter Springs Blvd to Sequoia Dr 916 feet
32 Oak Forest Dr from Forest Cir to Forest Cir 310 feet
33 Oak Forest Dr from Forest Cir to Winter Springs Blvd 362 feet
34 Sequoia Dr from Chokecherry Dr to Chokecherry Dr 1079 feet
35 Sequoia Ct from End Of Road to Chokecherry Dr 1020 feet
36 Chokecherry Dr from Sequoia Dr to Sapling Dr 681 feet
37 Chokecherry Dr from Sapling Dr to Sensation Ln 753 feet
38 Chokecherry Dr from Sensation Ln to Oak Forest Dr 944 feet
39 Chokecherry Ct from Oak Forest Dr to Start Of Road 284 feet
40 Oak Forest Dr from Tuskawilla Trl to Chokecherry Dr 224 feet
55
E
4
5
E41E42E43 E440 0.04 0.070.02 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
41 Marcus Ct from End Of Road to Northern Way 557 feet
42 Duncan Dr from Duncan Dr to Northern Way 716 feet
43 Duncan Dr from Duncan Dr to Duncan Dr 843 feet
44 Duncan Dr from Duncan Dr to Duncan Dr 1046 feet
45 Duncan Dr from Northern Way to Duncan Dr 386 feet
Project 5 - Duncan Dr
56
E46
0 0.03 0.050.01 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
46 Seafarer Ln from Trotwood Blvd to Oday Dr 1542 feet
Project 6 - Seafarer Ln
57
E4
9
E51
E47
E50E48
0 0.04 0.070.02 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
47 Panama Cir from Laurel Ct to Lancewood Dr 403 feet
48 Panama Cir from Lancewood Dr to Murphy Rd 875 feet
49 Panama Rd from Murphy Rd to Fruitwood Ave 260 feet
50 Panama Rd from Fruitwood Ave to Mimosa Ct 840 feet
51 Panama Rd from Mimosa Ct to S Edgemon Ave 273 feet
Project 7 - Panama Rd
58
E55E54E52E53 E56
0 0.03 0.060.01 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
52 Shore Rd from Alton Rd to Pearl Rd 328 feet
53 Shore Rd from Coral Way to Alton Rd 557 feet
54 Shore Rd from Silver Creek Dr to Coral Way 299 feet
55 Shore Rd from Silver Creek Dr to Coral Way 188 feet
56 Shore Rd from Sailfish Rd to Silver Creek Dr 1009 feet
Project 8 - Shore Rd
59
E57 E58
0 0.01 0.030.01 Miles
Road Mill & Resurfacing Project 2026
Exhibit Name Description Distance
57 Edgemon Ave from Burgos Rd to Lombardy Rd 292 feet
58 Edgemon Ave from N Alderwood St to Burgos Rd 470 feet
Project 9 - Edgemon Dr
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_________________________________________
First Amendment to IFB-603616-19/BJC
Page 1 of 2
FIRST AMENDMENT TO TERM CONTRACT
FOR PAVEMENT MANAGEMENT PROGRAM SERVICES
(IFB-603616-19/BJC)
THIS FIRST AMENDMENT is made and entered into this _____ day of
________________, 20_____, and is to that certain Agreement made and entered into on the 26th
day of December, 2019, between MIDDLESEX PAVING LLC, whose principal address is
10801 Cosmonaut Boulevard, Orlando, Florida 32824, in this Amendment referred to as
“CONTRACTOR”, and SEMINOLE COUNTY, a charter county and political subdivision of the
State of Florida, whose address is Seminole County Services Building, 1101 E. 1st Street, Sanford,
Florida 32771, in this Amendment referred to as “COUNTY”.
W I T N E S S E T H:
WHEREAS, CONTRACTOR and COUNTY entered into the above referenced Agreement
on December 26, 2019, to provide Pavement Management Program services in Seminole County;
and
WHEREAS, the parties desire to amend the Agreement in order to revise the Scope of
Services and Fee Structure, and to enable both parties to continue to enjoy the mutual benefits the
Agreement provides; and
WHEREAS, Section 21 of the Agreement provides that any amendments will be valid only
when expressed in writing and duly signed by the parties.
NOW, THEREFORE, in consideration of the mutual understandings and agreements
contained in this First Amendment, the parties agree to amend the Agreement as follows:
1. Exhibit A of the Agreement is deleted and replaced by the new Scope of Services and
Fee Structure attached to this First Amendment as Exhibit A.
61
_________________________________________
First Amendment to IFB-603616-19/BJC
Page 2 of 2
2. Except as modified by this First Amendment, all terms and conditions of the original
Agreement remain in full force and effect for the term of the Agreement.
IN WITNESS WHEREOF, the parties have executed this First Amendment for the purposes
stated above.
ATTEST: MIDDLESEX PAVING LLC
_____________________________ By: ____________________________________
Witness ROBERT W. PEREIRA, II
______________________________ President, Managing Member
Print Name
Date: __________________________________
______________________________
Witness
______________________________
SEMINOLE COUNTY, FLORIDA
_____________________________ By: ____________________________________
Witness TAMMY ROBERTS,
______________________________ Procurement Administrator
Print Name
Date: ____________________________________
______________________________
Witness
______________________________
Print Name
For the use and reliance of Within the authority delegated by the County
Seminole County only. Manager pursuant to Section 3.554, Seminole
County Administrative Code.
Approved as to form and
legal sufficiency.
______________________________
County Attorney
GLK/lpk
5/3/23
T:\Users\Legal Secretary CSB\Purchasing 2023\IFB-603616 1am (Middlesex).docx
Attachment:
Exhibit A – Scope of Services and Fee Structure
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IFB-603616-19/BJC – Pavement Management Program
EXHIBIT A
Scope of Services
Seminole County Specification Hierarchy: All requirements set forth by this IFB contract shall adhere
to the rules and conditions described in Seminole County’s General Conditions for Road, Bridge & Utility
Construction http://www.seminolecountyfl.gov/fs/purchasing/pdf/800roads.pdf. In addition, the attached
Supplemental Specifications for this contract shall take priority to the County’s General Condition as they
are specific to the pay items and basis of payment for this contract. Bidder must be Florida Department
of Transportation (FDOT) Prequalified in the following categories:
Hot Plant-mixed Bituminous Courses
Flexible Paving
PAY ITEM NOTES
GROUP I – Asphaltic Concrete
Superpave Asphaltic Concrete
Included in the price of asphalt will be cost of all work and materials associated with the following
items:
105 Quality Control; 300 Tack, Prime and Sand. (Section 334).
Basis of payment shall be under:
Items No. 334-1-xx Superpave Asphaltic Concrete - per ton.
Asphalt Concrete Friction Course
Included in the price of asphalt will be cost of all work and materials associated with the following
items:
105 Quality Control; 300 Tack, Prime and Sand. (Section 337).
Basis of payment shall be under:
Items No. 337-7-xx Asphalt Concrete Friction Course - per ton.
Miscellaneous Asphalt Pavement
Included in the price of miscellaneous asphalt will be the cost of all work and materials associated
with the following items:
105 Quality Control. (Section 339).
Basis of payment shall be under:
Item No. 339-1 Miscellaneous Asphalt Pavement - per ton.
Notes:
104 Erosion Control; 107 Litter Removal and Mowing; 110 Clearing and Grubbing; shall be
included in the bid price for top lift of asphalt, and included in one of the items listed above.
Prior to beginning any paving or milling activities, the Contractor is required to give 24 hour notice
to the Engineer/CCEI.
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IFB-603616-19/BJC – Pavement Management Program
GROUP II – Sand and Seal
Prime and Tack Coats for Base Courses
The pay item for Prime and Sand shall be a maintenance pay item only. Basis of payment shall be
per square yard. The application of Prime and Sand or Tack on paving projects shall be included in
the bid price of the asphalt under the 334 and 337 pay items. (Section 916).
Basis of payment shall be under:
Item No. 2-1 Prime and Sand - per square yard.
Asphalt Membrane Interlayer
The pay item for Asphalt Membrane Interlayer includes cost of all work, materials, equipment, and
incidentals associated with the application of asphalt binder material covered with a single application
of aggregate, as specified in Section 341.
Basis of payment shall be under:
Item No. 341-1-1 Asphalt Membrane Interlayer - per square yard.
GROUP III – Milling Existing Asphalt
Milling Existing Asphalt Pavement (Contractor)
The basis of payment for milling shall be determined by multiplying the contract unit bid price (per
square yard-inch) by the required mill depth (inches) from the individual project bid solicitation. The
ultimate bid price for an individual project may not exceed the set contract rate for milling multiplied
by the individual project thickness in inches. The milling material under this pay item will become the
property of the Contractor. (Section 327).
Basis of payment shall be under:
Item No. 327-70A Milling Existing Asphalt Pavement - per square yard.
Milling Existing Asphalt Pavement (Yankee Lake)
The basis of payment for milling shall be determined by multiplying the contract unit bid price (per
square yard-inch) by the required mill depth (inches) from the individual project bid solicitation. The
ultimate bid price for an individual project may not exceed the set contract rate for milling multiplied
by the individual project thickness in inches. The milling material under this pay item will become the
property of Seminole County, to be delivered by the Contractor to 501 Yankee Lake Rd, Sanford.
(Section 327).
Basis of payment shall be under:
Item No. 327-70B Milling Existing Asphalt Pavement (Yankee Lake) - per square yard.
Milling Existing Asphalt Pavement (Oviedo Yard)
The basis of payment for milling shall be determined by multiplying the contract unit bid price (per
square yard-inch) by the required mill depth (inches) from the individual project bid solicitation. The
ultimate bid price for an individual project may not exceed the set contract rate for milling multiplied
by the individual project thickness in inches. The milling material under this pay item will become the
Amendment 1
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IFB-603616-19/BJC – Pavement Management Program
property of Seminole County, to be delivered by the Contractor to 1620 N. County Rd 426, Oviedo.
(Section 327).
Basis of payment shall be under:
Item No. 327-70C Milling Existing Asphalt Pavement (Oviedo Yard) - per square yard.
Milling Existing Asphalt Pavement (5 Points Yard)
The basis of payment for milling shall be determined by multiplying the contract unit bid price (per
square yard-inch) by the required mill depth (inches) from the individual project bid solicitation. The
ultimate bid price for an individual project may not exceed the set contract rate for milling multiplied
by the individual project thickness in inches. The milling material under this pay item will become the
property of Seminole County, to be delivered by the Contractor to 4170 S. Orlando Dr. Sanford.
(Section 327).
Basis of payment shall be under:
Item No. 327-70D Milling Existing Asphalt Pavement (5 Points Yard) - per square yard.
Milling Existing Asphalt Pavement (Relocate)
The basis of payment for milling shall be determined by multiplying the contract unit bid price (per
square yard-inch) by the required mill depth (inches) from the individual project bid solicitation. The
ultimate bid price for an individual project may not exceed the set contract rate for milling multiplied
by the individual project thickness in inches. The milling material under this pay item will become the
property of Seminole County and is to be delivered by the Contractor to any location specified that is
within 5 miles of the project limits. (Section 327).
Basis of payment shall be under:
Item No. 327-70E Milling Existing Asphalt Pavement (Relocate) - per square yard.
Note:
Prior to beginning any paving or milling activities, the Contractor is required to give 24 hour notice
to the Engineer/CCEI.
GROUP IV
Temporary Retroflective Pavement Markers (RPM)
Price for Temporary RPM shall include layout, materials and application of temporary RPM to
supplement temporary lane lines. Payment shall be based on final measurements of RPM’s.
(Section 102).
Basis of payment shall be under:
Item No. 102-78 Temporary Retroflective Pavement Markers - each.
Amendment 1
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IFB-603616-19/BJC – Pavement Management Program
Temporary Pavement Markings
Price for Temporary Pavement Markings shall include layout, materials and application of paint and/or
removable tape. Payment shall be based on final measurements of removable tape, painted stripes,
or painted messages. (Section 102 & 710).
Basis of payment shall be under:
Item No. 102-911-2 Removable Tape (White/Black) - 6" - per foot.
Item No. 102-912-2 Removable Tape (Yellow) - 6" - per foot.
Item No. 710-11-xxx Temporary Pavement Marking, Paint, Solid - per foot.
Item No. 710-11-xxx Temporary Pavement Marking, Paint, White, Message - each.
Item No. 710-11-xxx Temporary Pavement Marking, Paint, White, Arrow - each.
GROUP V – Miscellaneous Items
Liquidated Damages (LD)
This item (LD) is a project specific item to be used with a predetermined number of contract days for
time of completion. All pertinent project information, including identification of roadway type
(major/minor) and number of contract days shall be included in the bid solicitation documents. Any
project exceeding the allowable contract days will be subject to LD’s as determined by the
Engineer/CCEI.
End of Project punch list NOT completed within 30 days will be subject to LD’s as determined by the
Engineer/CCEI.
Time and weather shall be tracked and documented according to guidelines set by the FDOT
Standard Specifications and amended in these contract documents.
General Conditions Sub-Section 3.2 is amended to include Article 5-2 of the 2019 FDOT Standard
Specifications for Road and Bridge Construction regarding governing order of documents.
General Conditions Sub-Section 6.2.3: Work hours of 7:00 AM to 6:00 PM are amended to: 8:30 AM
to 4:30 PM Monday thru Friday for daytime work, and 8:00 PM to 6:00 AM Sunday thru Thursday for
nighttime work, and can be superseded by the bid solicitation documents as required. Any work
performed outside of the hours stated in the bid solicitation will NOT be accepted or paid for without
prior approval or authorization of the Engineer/CCEI.
General Conditions Sub-Section 6.42 and 6.43: Work suspensions, contractor vacations, and
holidays are NOT included in the computation of contract time and will not be considered for time
extensions.
General Conditions Sub-Sections 11.9.2 and 12.1.1.1.3: No days have been included in the
Construction time estimate for utility adjustments. Time extensions will be granted, on a day for day
basis, for delays caused by utility adjustments by others only if no other work can be completed during
such time. Time extensions may be granted, on a day for day basis, for delays caused by the effects
of rains or other inclement weather conditions only after 5 (five) weather days and if no other work
can be completed during such time. Time extension due to weather shall be reviewed and approved
by the Engineer/CCEI on a case-by-case basis. Time extensions granted under these sub-sections
shall not be applied to MOT days specified in item 102-1 of the bid solicitation documents.
Amendment 1
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IFB-603616-19/BJC – Pavement Management Program
It is noted that Sub-Section 6-1.3 of the 2019 FDOT Standard Specifications regarding material
certifications, shall apply to this contract and shall not be superseded by the General Conditions.
Payment for LD is set at a rate of (-) $500.00 for each day for minor streets/roads.
Payment for LD is set at a rate of (-) $1000.00 for each day for major roads.
A roadway is determined to be a minor street/road if it has an ADT less than 4,000 vehicles per day;
otherwise it is considered a major road.
Basis of payment shall be under:
Item No. 5-1 Liquidated Damages LD (For Major Roads) – per day.
Item No. 5-2 Liquidated Damages LD (For Minor Streets/Roads) – per day.
Mobilization Charge
These items are intended to be used for two types of mobilization. Routine mobilization on projects
shall include all labor, equipment, and material specified in Section 101. The price bid for routine
mobilization shall not exceed 5% of the contract total. Emergency mobilization is also included to
address special 24-hour emergency circumstances only. (Section 101).
Basis of payment shall be under:
Item No. 101-1 Mobilization Charge - each.
Item No. 101-2 Mobilization Charge for 24-hour emergency response - each.
Maintenance of Traffic (MOT)
The price for MOT shall be on a per day basis and shall be for a time not exceeding the MOT days
specified in item 102-1 in the bid solicitation documents. Items included in this pay item will be the
Arrow Board, required signs, channelizing devices, flaggers and other miscellaneous items typically
required to maintain traffic.
Time extensions that may be granted for delays due to utility adjustments and/or inclement weather
conditions will NOT be applied to the MOT days specified in item 102-1 the bid solicitation documents.
NO compensation will be made for time that exceeds the MOT days specified in item 102-1 of the bid
solicitation documents. The price bid for MOT shall not exceed $1500 per day. (Section 102).
Basis of payment shall be under:
Item No. 102-1 Maintenance of Traffic – per day.
Traffic Control Officer
The use of a Traffic Control Officer is defined in Section 102-7, as approved by the Engineer/CCEI.
Payment shall be per hour (2 hour minimum) and based on the hours worked by the officer as
recorded by the Engineer/CCEI. (Section 102).
Basis of payment shall be under:
Item No. 102-14 Traffic Control Officer – per hour.
Portable Changeable Message Sign (PCMS)
The use of PCMS shall be at the discretion and approval of the Engineer/CCEI. Payment shall be
based on the number of signs certified as installed/used on the project as recorded by the
Engineer/CCEI. (Section 102).
Amendment 1
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IFB-603616-19/BJC – Pavement Management Program
Basis of payment shall be under:
Item No. 102-99 Portable Changeable Message Sign – each day.
Rework Existing Asphalt Pavement
This item is intended to make corrections to existing asphalt surfaces using indirect heat primarily to
facilitate drainage and eliminate ponding on existing asphalt roadways.
Basis of payment shall be under:
Item No. 324-1 Rework Existing Asphalt Pavement – per square yard.
Manhole and Water Valve Ring Adjustment
The price of this item is for removal/replacement/installation of a manhole riser ring or water valve
cover to match the final asphalt surface. (Section 425).
Basis of payment shall be under:
Item No. 425-6 Water Valve or Similar Cover Adjustment - each.
Item No. 425-7 Manhole Ring Adjustment - each.
Asphaltic Concrete Curb
The price of this item is for the installation of asphalt curb. Maximum cross-sectional area of 0.5
square feet. (Section 525).
Basis of payment shall be under:
Item No. 525-1 Asphaltic Concrete Curb – per linear foot.
GROUP VI
FOB – Items
Price for all items in this group will either be picked up at the asphalt plant by the County or delivered
by the contractor where needed for Job Site items. (Section 320; 334 & 337).
Basis of payment shall be under:
Item No. 6-1 SP-12.5 Asphaltic Concrete, Traffic C – per ton.
Item No. 6-2 SP-9.5 Asphaltic Concrete, Traffic C – per ton.
Item No. 6-3 Asphaltic Concrete Friction Course, Traffic C, FC-12.5 (PG 76-22) – per ton.
Item No. 6-4 Asphaltic Concrete Friction Course, Traffic C, FC 9.5 (PG 76-22) – per ton.
Item No. 6-5 Asphalt Milling Material – per ton.
Item No. 6-6 Tack Type RS-1/RS-2 – per gallon.
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IFB-603616-19/BJC – Pavement Management Program
GROUP VII
Regular Excavation
The price for this item includes the grading excavation and removal of all materials.
(Section 120).
Basis of payment shall be under:
Items No. 120-1 Regular Excavation - per cubic yard.
Embankment
The price for this item includes all materials required to build an embankment.
(Section 120).
Basis of payment shall be under:
Item No. 120-6 Embankment- per cubic yard.
Flowable Fill
This item is intended to fill voids, stabilize shoulders on roadway or other location that may require a
method of permanently addressing areas of concern, includes all labor, equipment and materials.
(Section 121).
Basis of payment shall be under:
Item No. 121-70 Flowable Fill – per cubic yard.
Type-B Stabilization
The price for Stabilized Sub-grade includes all labor, equipment and materials that will be required to
construct and test a 12” Stabilized Sub-grade as specified by (Section 160).
Basis of payment shall be under:
Item No. 160-4 12” Type-B Stabilization LBR 40 – per square yard.
Base
The price for road base shall include all labor, equipment and materials that will be required to
construct road base Group (1, 6, & 9). Base groups 1 and 6 shall consist of limerock (LBR 100) only.
Base group 9 shall consist of limerock (LBR 100) or 6” Type B-12.5, as specified by the bid
documents. (Section 285).
Basis of payment shall be under:
Item No. 285-xxx Base Group- x - per square yard.
Performance Turf, Sod
The price for this item includes all work necessary to prepare the surface and place sod in areas
indicated in the bid solicitation. (Section 570).
Basis of payment shall be under:
Item No. 570-1-2 Performance Turf, Sod – per square yard.
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IFB-603616-19/BJC – Pavement Management Program
Shoulder Rework
The price for this item includes the grading and mixing of roadway shoulders according to FDOT
Design Standard Index 105. Sodding of shoulder rework area is included in this item.
Basis of payment shall be under:
Item No. 577-70 Shoulder Rework - per square yard.
NOTES:
Performance Bond, Payment Bond and Materials and Workmanship Bonds will be required for
this project.
Amendment 1
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IFB-603616-19/BJC - Pavement Management Program
Name of Bidder:Middlesex Paving, LLC.
Mailing Address:One Spestacle Pond Road, Littleton, MA 01460
Street Address:10801 Cosmonaut Blvd.
City/State/Zip:Orlando, Florida 32824
Phone Number:(407) 206-0077 FAX Number:(407) 206-3558
E-Mail Address:dsocci@middlesexco.com & jmeier@middlesexco.com
costs, including but not limited to:
General Administrative Overhead, fringe and benefits and profit, all documentation
required for operation, delivery / transportation of unit(s) to the County's delivery
address, indirect costs, i.e., insurance, ect., and indirect labor costs.
Group I - Asphalt Subtotal:33,646,080.00$
Group II - Sand and Seal in-place Subtotal:177,150.00$
Group III - Milling Subtotal:1,331,400.00$
Group IV - Striping Subtotal:117,390.00$
Group V - Miscellaneous Items Subtotal:171,750.00$
Group VI - Asphalt Materials (materials only)Subtotal:436,800.00$
Group VII - Earthwork Subtotal:2,152,800.00$
TOTAL BID:
Performance/Payment/Material-Workmanship Bonds Costs:238,750.00$
(Do not include in Unit Costs)
Part 4
Price Submittal
38,033,370.00$
Prusuant to and in compliance with the IFB Documents, the undersigned Bidder agrees to
provide and furnish any and all of the labor, material, tools, equipment, incidentals and
transportation services necessary to complete all of the Work required in connection with the
Bid Documents for the amount hereinafter set forth. Bidder declares that the only persons or
parties interested in this bid as principals are those named herein; that this bid is made without
collusion with any person, firm or corperation; and he proposes and agrees, if the bid is
accepted, that he / she will accept to enter into an Ageement with the COUNTY in the form set
forth in the Purchase Order and solicitation Documents. The cost of the units shall include all
Amendment 1
71
Group I: Asphalt Concrete and Friction Course in-place
Pay Item
No.Item Description 0-50 Tons/Job 0-50 Tons/Job +20 51-400 Tons/Job 51-400 Tons/Job +20%401-2000 Tons/Job 401-2000 Tons/Job +20%2001-4000 Tons/Job 2001-4000 Tons/Job 20%Over 4000 Tons/Job Over 4000 Tons/Job +20%Sum of Extended Costs
334-1-12 Superpave Asphaltic Estimated 50 Tons Estimated 50 Tons Estimated 300 Tons Estimated 300 Tons Estimated 1,800 Tons Estimated 1,800 Tons Estimated 3,800 Tons Estimated 3,800 Tons Estimated 6,000 Tons Estimated 6,000 Tons
Concrete
Traffic Level B $ 450.00 /Ton $ 540.00 /Ton $ 200.00 /Ton $ 240.00 /Ton $ 130.00 /Ton $ 156.00 /Ton $ 128.00 /Ton $ 153.60 /Ton $ 125.00 /Ton $ 150.00 /Ton 1,863,480.00$
Total: $ 22,500.00 Total: $ 27,000.00 Total: $ 60,000.00 Total: $ 72,000.00 Total: $ 234,000.00 Total: $ 280,800.00 Total: $ 486,400.00 Total: $ 583,680.00 Total: $ 750,000.00 Total: $ 900,000.00
334-1-13 Superpave Asphaltic Estimated 100 Tons Estimated 100 Tons Estimated 600 Tons Estimated 600 Tons Estimated 2,600 Tons Estimated 2,600 Tons Estimated 6,000 Tons Estimated 6,000 Tons Estimated 18,000 Tons Estimated 18,000 Tons
Concrete
Traffic Level C $ 450.00 /Ton $ 540.00 /Ton $ 200.00 /Ton $ 240.00 /Ton $ 120.00 /Ton $ 144.00 /Ton $ 118.00 /Ton $ 141.60 /Ton $ 115.00 /Ton $ 138.00 /Ton 3,906,000.00$
Total: $ 45,000.00 Total: $ 54,000.00 Total: $ 120,000.00 Total: $ 144,000.00 Total: $ 312,000.00 Total: $ 374,400.00 Total: $ 708,000.00 Total: $ 849,600.00 Total: $ 2,070,000.00 Total: $ 2,484,000.00
334-1-52 Superpave Asphaltic Estimated 50 Tons Estimated 50 Tons Estimated 300 Tons Estimated 300 Tons Estimated 1,800 Tons Estimated 1,800 Tons Estimated 3,800 Tons Estimated 3,800 Tons Estimated 6,000 Tons Estimated 6,000 Tons
Concrete
Traffic Level B $ 500.00 /Ton $ 600.00 /Ton $ 250.00 /Ton $ 300.00 /Ton $ 155.00 /Ton $ 186.00 /Ton $ 150.00 /Ton $ 180.00 /Ton $ 145.00 /Ton $ 174.00 /Ton 2,182,800.00$
(PG 76-22)
Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 75,000.00 Total: $ 90,000.00 Total: $ 279,000.00 Total: $ 334,800.00 Total: $ 570,000.00 Total: $ 684,000.00 Total: $ 870,000.00 Total: $ 1,044,000.00
334-1-53 Superpave Asphaltic Estimated 100 Tons Estimated 100 Tons Estimated 600 Tons Estimated 600 Tons Estimated 2,600 Tons Estimated 2,600 Tons Estimated 8,000 Tons Estimated 8,000 Tons Estimated 20,000 Tons Estimated 20,000 Tons
Concrete
Traffic Level C $ 500.00 /Ton $ 600.00 /Ton $ 250.00 /Ton $ 300.00 /Ton $ 155.00 /Ton $ 186.00 /Ton $ 145.00 /Ton $ 174.00 /Ton $ 140.00 /Ton $ 168.00 /Ton 5,475,600.00$
(PG 76-22)
Total: $ 50,000.00 Total: $ 60,000.00 Total: $ 150,000.00 Total: $ 180,000.00 Total: $ 403,000.00 Total: $ 483,600.00 Total: $ 1,160,000.00 Total: $ 1,392,000.00 Total: $ 2,800,000.00 Total: $ 3,360,000.00
334-1-57 Superpave Asphaltic Estimated 80 Tons Estimated 80 Tons Estimated 300 Tons Estimated 300 Tons Estimated 1,800 Tons Estimated 1,800 Tons Estimated 3,800 Tons Estimated 3,800 Tons Estimated 6,000 Tons Estimated 6,000 Tons
Concrete
Traffic Level C $ 650.00 /Ton $ 780.00 /Ton $ 325.00 /Ton $ 390.00 /Ton $ 200.00 /Ton $ 240.00 /Ton $ 180.00 /Ton $ 216.00 /Ton $ 175.00 /Ton $ 210.00 /Ton 2,692,200.00$
High Polymer
Total: $ 52,000.00 Total: $ 62,400.00 Total: $ 97,500.00 Total: $ 117,000.00 Total: $ 360,000.00 Total: $ 432,000.00 Total: $ 684,000.00 Total: $ 820,800.00 Total: $ 1,050,000.00 Total: $ 1,260,000.00
337-7-82 Asphalt Concrete Estimated 100 Tons Estimated 100 Tons Estimated 400 Tons Estimated 400 Tons Estimated 2,000 Tons Estimated 2,000 Tons Estimated 6,000 Tons Estimated 6,000 Tons Estimated 8,000 Tons Estimated 8,000 Tons
Friction Course
Traffic Level C $ 500.00 /Ton $ 600.00 /Ton $ 250.00 /Ton $ 300.00 /Ton $ 175.00 /Ton $ 210.00 /Ton $ 175.00 /Ton $ 210.00 /Ton $ 165.00 /Ton $ 198.00 /Ton 3,444,000.00$
FC-9.5 (PG 76-22)
Total: $ 50,000.00 Total: $ 60,000.00 Total: $ 100,000.00 Total: $ 120,000.00 Total: $ 350,000.00 Total: $ 420,000.00 Total: $ 1,050,000.00 Total: $ 1,260,000.00 Total: $ 1,320,000.00 Total: $ 1,584,000.00
337-7-83 Asphalt Concrete Estimated 100 Tons Estimated 100 Tons Estimated 600 Tons Estimated 600 Tons Estimated 2,600 Tons Estimated 2,600 Tons Estimated 8,000 Tons Estimated 8,000 Tons Estimated 20,000 Tons Estimated 20,000 Tons
Friction Course
Traffic Level C $ 500.00 /Ton $ 600.00 /Ton $ 250.00 /Ton $ 300.00 /Ton $ 160.00 /Ton $ 192.00 /Ton $ 150.00 /Ton $ 180.00 /Ton $ 145.00 /Ton $ 174.00 /Ton 5,659,200.00$
FC-12.5 (PG 76-22)
Total: $ 50,000.00 Total: $ 60,000.00 Total: $ 150,000.00 Total: $ 180,000.00 Total: $ 416,000.00 Total: $ 499,200.00 Total: $ 1,200,000.00 Total: $ 1,440,000.00 Total: $ 2,900,000.00 Total: $ 3,480,000.00
337-7-85 Asphalt Concrete Estimated 50 Tons Estimated 50 Tons Estimated 300 Tons Estimated 300 Tons Estimated 1,800 Tons Estimated 1,800 Tons Estimated 3,800 Tons Estimated 3,800 Tons Estimated 6,000 Tons Estimated 6,000 Tons
Friction Course
Traffic Level D $ 500.00 /Ton $ 600.00 /Ton $ 250.00 /Ton $ 300.00 /Ton $ 165.00 /Ton $ 198.00 /Ton $ 155.00 /Ton $ 186.00 /Ton $ 150.00 /Ton $ 180.00 /Ton 2,263,200.00$
FC-12.5 (PG 76-22)
Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 75,000.00 Total: $ 90,000.00 Total: $ 297,000.00 Total: $ 356,400.00 Total: $ 589,000.00 Total: $ 706,800.00 Total: $ 900,000.00 Total: $ 1,080,000.00
337-7-92 Asphalt Concrete Estimated 80 Tons Estimated 80 Tons Estimated 300 Tons Estimated 300 Tons Estimated 1,800 Tons Estimated 1,800 Tons Estimated 3,800 Tons Estimated 3,800 Tons Estimated 6,000 Tons Estimated 6,000 Tons
Friction Course
Traffic Level C $ 650.00 /Ton $ 780.00 /Ton $ 325.00 /Ton $ 390.00 /Ton $ 215.00 /Ton $ 258.00 /Ton $ 205.00 /Ton $ 246.00 /Ton $ 205.00 /Ton $ 246.00 /Ton 3,054,600.00$
FC-9.5 High Polymer
Total: $ 52,000.00 Total: $ 62,400.00 Total: $ 97,500.00 Total: $ 117,000.00 Total: $ 387,000.00 Total: $ 464,400.00 Total: $ 779,000.00 Total: $ 934,800.00 Total: $ 1,230,000.00 Total: $ 1,476,000.00
337-7-93 Asphalt Concrete Estimated 80 Tons Estimated 80 Tons Estimated 400 Tons Estimated 400 Tons Estimated 1,800 Tons Estimated 1,800 Tons Estimated 3,800 Tons Estimated 3,800 Tons Estimated 6,000 Tons Estimated 6,000 Tons
Friction Course
Traffic Level C $ 650.00 /Ton $ 780.00 /Ton $ 325.00 /Ton $ 390.00 /Ton $ 210.00 /Ton $ 252.00 /Ton $ 200.00 /Ton $ 240.00 /Ton $ 200.00 /Ton $ 240.00 /Ton 3,024,000.00$
FC-12.5 High Polymer
Total: $ 52,000.00 Total: $ 62,400.00 Total: $ 130,000.00 Total: $ 156,000.00 Total: $ 378,000.00 Total: $ 453,600.00 Total: $ 760,000.00 Total: $ 912,000.00 Total: $ 1,200,000.00 Total: $ 1,440,000.00
339-1 Miscellaneous Asphalt Estimated 50 Tons Estimated 50 Tons Estimated 200 Tons Estimated 200 Tons
Pavement
$ 350.00 /Ton $ 420.00 /Ton $ 250.00 /Ton $ 300.00 /Ton 81,000.00$
Total: $ 17,500.00 Total: $ 21,000.00 Total: $ 50,000.00 Total: $ 60,000.00
33,646,080.00$
Company Name: Middlesex Paving, LLC.
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
TOTAL FOR GROUP I
Amendment 1
72
Group II: Sand and Seal in-place
Pay Item
No.Item Description 0-1000 SY/Job 0-1000 SY/Job +20%1001-2000 SY/Job 1001-2000 SY/Job +20%2001-3000 SY/Job 2001-3000 SY/Job +20%Over 3000 SY/Job Over 3000 SY/Job +20%Sum of Extended
Costs
2-1 Prime and Sand Estimated 500 SY Estimated 500 SY Estimated 1500 SY Estimated 1500 SY Estimated 2500 SY Estimated 2500 SY Estimated 3500 SY Estimated 3500 SY
$ 5.00 /SY $ 6.00 /SY $ 2.50 /SY $ 3.00 /SY $ 1.50 /SY $ 1.80 /SY $ 0.75 /SY $ 0.90 /SY 15,150.00$
(Section 916)Total: $ 2,500.00 Total: $ 3,000.00 Total: $ 3,750.00 Total: $ 4,500.00 Total: $ 3,750.00 Total: $ 4,500.00 Total: $ 2,625.00 Total: $ 3,150.00
341-1-1 Asphalt Membrane Estimated 500 SY Estimated 500 SY Estimated 1500 SY Estimated 1500 SY Estimated 2500 SY Estimated 2500 SY Estimated 3500 SY Estimated 3500 SY
Interlayer
$ 50.00 /SY $ 60.00 /SY $ 25.00 /SY $ 30.00 /SY $ 15.00 /SY $ 18.00 /SY $ 10.00 /SY $ 12.00 /SY 162,000.00$
(Section 341)Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 37,500.00 Total: $ 45,000.00 Total: $ 37,500.00 Total: $ 45,000.00 Total: $ 35,000.00 Total: $ 42,000.00
177,150.00$
Company Name: Middlesex Paving, LLC.
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
TOTAL FOR GROUP II
Amendment 1
73
Group III: Milling Existing Asphalt Pavement in-place
Pay Item
No.Item Description 0-1000 SY/Job 0-1000 SY/Job +20%1001-2000 SY/Job 1001-2000 SY/Job +20% 2001-3000 SY/Job 2001-3000 SY/Job +20%Over 3000 SY/Job Over 3000 SY/Job +20%Sum of Extended
Costs
327-70-A Milling Existing Asphalt Pvmt.Estimated 1,000 SY Estimated 1,000 SY Estimated 2,000 SY Estimated 2,000 SY Estimated 8,000 SY Estimated 8,000 SY Estimated 30,000 SY Estimated 30,000 SY
(Contractor's Plant)
Milled Material becomes $ 15.00 /SY Inch $ 18.00 /SY Inch $ 8.50 /SY Inch $ 10.20 /SY Inch $ 5.75 /SY Inch $ 6.90 /SY Inch $ 4.25 /SY Inch $ 5.10 /SY Inch 246,600.00$
property of the Contractor
Total: $ 15,000.00 Total: $ 18,000.00 Total: $ 17,000.00 Total: $ 20,400.00 Total: $ 46,000.00 Total: $ 55,200.00 Total: $ 127,500.00 Total: $ 153,000.00
327-70-B Milling Existing Asphalt Pvmt.Estimated 1,000 SY Estimated 1,000 SY Estimated 3,000 SY Estimated 3,000 SY Estimated 10,000 SY Estimated 10,000 SY Estimated 40,000 SY Estimated 40,000 SY
(Yankee Lake Yard)
Milled Matlerial delivered to:$ 15.00 /SY Inch $ 18.00 /SY Inch $ 8.50 /SY Inch $ 10.20 /SY Inch $ 5.50 /SY Inch $ 6.60 /SY Inch $ 4.75 /SY Inch $ 5.70 /SY Inch 342,600.00$
501 Yankee Lake Rd.
Sanford FL, 32771 Total: $ 15,000.00 Total: $ 18,000.00 Total: $ 25,500.00 Total: $ 30,600.00 Total: $ 55,000.00 Total: $ 66,000.00 Total: $ 190,000.00 Total: $ 228,000.00
327-70-C Milling Existing Asphalt Pvmt.Estimated 1,000 SY Estimated 1,000 SY Estimated 4,000 SY Estimated 4,000 SY Estimated 12,000 SY Estimated 12,000 SY Estimated 50,000 SY Estimated 50,000 SY
(Oviedo Yard)
Milled Material delivered to:$ 15.00 /SY Inch $ 18.00 /SY Inch $ 8.50 /SY Inch $ 10.20 /SY Inch $ 5.75 /SY Inch $ 6.90 /SY Inch $ 4.75 /SY Inch $ 5.70 /SY Inch 426,600.00$
1620 N. County Rd 426
Oviedo, FL 32765 Total: $ 15,000.00 Total: $ 18,000.00 Total: $ 34,000.00 Total: $ 40,800.00 Total: $ 69,000.00 Total: $ 82,800.00 Total: $ 237,500.00 Total: $ 285,000.00
327-70-D Milling Existing Asphalt Pvmt.Estimated 1,000 SY Estimated 1,000 SY Estimated 2,000 SY Estimated 2,000 SY Estimated 6,000 SY Estimated 6,000 SY Estimated 20,000 SY Estimated 20,000 SY
(5 Points Yard)
Milled Material delivered to:$ 15.00 /SY Inch $ 18.00 /SY Inch $ 8.50 /SY Inch $ 10.20 /SY Inch $ 5.75 /SY Inch $ 6.90 /SY Inch $ 4.75 /SY Inch $ 5.70 /SY Inch 193,800.00$
4170 S. Orlando Drive
Sanford FL, 32773 Total: $ 15,000.00 Total: $ 18,000.00 Total: $ 17,000.00 Total: $ 20,400.00 Total: $ 34,500.00 Total: $ 41,400.00 Total: $ 95,000.00 Total: $ 114,000.00
327-70-E Milling Existing Asphalt Pvmt.Estimated 1,000 SY Estimated 1,000 SY Estimated 2,000 SY Estimated 2,000 SY Estimated 4,000 SY Estimated 4,000 SY Estimated 10,000 SY Estimated 10,000 SY
(Relocate)
Milled Material delivered to:$ 15.00 /SY Inch $ 18.00 /SY Inch $ 8.50 /SY Inch $ 10.20 /SY Inch $ 5.50 /SY Inch $ 6.60 /SY Inch $ 4.75 /SY Inch $ 5.70 /SY Inch 121,800.00$
Location within 5 miles of
Project Limits Total: $ 15,000.00 Total: $ 18,000.00 Total: $ 17,000.00 Total: $ 20,400.00 Total: $ 22,000.00 Total: $ 26,400.00 Total: $ 47,500.00 Total: $ 57,000.00
1,331,400.00$
Company Name: Middlesex Paving, LLC.
Road Construction Products & Related Materials
IFB-603616-19/BJC - Pavement Management Program Services
TOTAL FOR GROUP III
Amendment 1
74
Group IV: Temporary Pavement Marking in-place
Pay Item No.Item Description Estimated
Qty.Units Unit Cost Unit Cost +20%Sum of Extended Cost
102-78 Temporary Retroreflective Pavement Markers 2,000 EA 4.50$ 5.40$ 10,800.00$
102-911-2 Removable Tape, White/Black, Solid, 6"1,000 LF 2.50$ 3.00$ 3,000.00$
102-912-2 Removable Tape, Yellow, Solid, 6"1,000 LF 2.50$ 3.00$ 3,000.00$
710-11-121 Temporary Pavement Markings, Paint, White, Solid, 6"20,000 LF 0.75$ 0.90$ 18,000.00$
710-11-123 Temporary Pavement Markings, Paint, White, Solid, 12"4,000 LF 2.00$ 2.40$ 9,600.00$
710-11-125 Temporary Pavement Markings, Paint, White, Solid, 24"2,000 LF 4.00$ 4.80$ 9,600.00$
710-11-221 Temporary Pavement Markings, Paint, Yellow, Solid, 6"30,000 LF 0.75$ 0.90$ 27,000.00$
710-11-224 Temporary Pavement Markings, Paint, Yellow, Solid, 18"2,000 LF 3.50$ 4.20$ 8,400.00$
710-11-160-B Temporary Pavement Markings, Paint, White, Message, "SCHOOL"20 EA 150.00$ 180.00$ 3,600.00$
710-11-160-C Temporary Pavement Markings, Paint, White, Message, "MERGE"5 EA 150.00$ 180.00$ 900.00$
710-11-160-E Temporary Pavement Markings, Paint, White, Message, "RIGHT"10 EA 150.00$ 180.00$ 1,800.00$
710-11-160-F Temporary Pavement Markings, Paint, White, Message, "TRIAL"5 EA 150.00$ 180.00$ 900.00$
710-11-160-G Temporary Pavement Markings, Paint, White, Message, "XING"5 EA 150.00$ 180.00$ 900.00$
710-11-160-H Temporary Pavement Markings, Paint, White, Message, "LEFT"10 EA 150.00$ 180.00$ 1,800.00$
710-11-160-J Temporary Pavement Markings, Paint, White, Message, "TURN"5 EA 150.00$ 180.00$ 900.00$
710-11-160-K Temporary Pavement Markings, Paint, White, Message, "LANE"5 EA 150.00$ 180.00$ 900.00$
710-11-160-L Temporary Pavement Markings, Paint, White, Message, "ONLY"10 EA 150.00$ 180.00$ 1,800.00$
710-11-160-P Temporary Pavement Markings, Paint, White, Message, "RXR"20 EA 150.00$ 180.00$ 3,600.00$
710-11-170 Temporary Pavement Markings, Paint, White, Arrow (Single)50 EA 150.00$ 180.00$ 9,000.00$
710-11-170-A Temporary Pavement Markings, Paint, White, Arrow (Turn & Thru)10 EA 150.00$ 180.00$ 1,800.00$
710-11-180 Temporary Pavement Markings, Paint, White, Yeild Line 10 LF 7.50$ 9.00$ 90.00$
117,390.00$
Company Name: Middlesex Paving, LLC.
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
TOTAL FOR GROUP IV
Amendment 1
75
Group V: Misc. Items - LD's, Mobilization, MOT, Traffic Control Officer, PCMS, Rework Exist. Asph., Utility Valve & MH Adjust, Asph. Curb
Pay Item No.Description Quantity Quantity +20%Sum of Extended Cost
5-1 Liquidated Damages LD (For Major Roads)Estimated 1 Each per Project Estimated 1 Each per Project
(For use on Projects having a defined number of contract days for time of -1,000.00 ED -1,000.00 ED Do Not Include this Item in Bid Total
completion as advertised in the individual bid solicitation for that Project.)Total: -$1,000.00 Total: -$1,000.00
5-2 Liquidated Damages LD (For Minor Streets/Roads)Estimated 1 Each per Project Estimated 1 Each per Project
(For use on Projects having a defined number of contract days for time of -$500.00 ED -$500.00 ED Do Not Include this Item in Bid Total
completion as advertised in the individual bid solicitation for that Project.)Total: -$500.00 Total: -$500.00
101-1 Mobilization Charge (not to exceed 5% of contract total) Estimated 1 Each per Project Estimated 1 Each per Project
Includes all Labor, Equipment and Materials.Not to Exceed 5% of Contract Total Not to Exceed 5% of Contract Total Do Not Include this Item in Bid Total
101-2 Mobilization Charge for 24-hour Emergency Response. Estimated 1 EA per Responce Estimated 1 EA per Responce
Includes all Labor, Equipment and Materials $ 15,000.00 /EA $ 18,000.00 /EA 15,000.00$
102-1 Maintenance of Traffic Estimated 30 ED Estimated 30 ED
Includes all Labor, Equipment and Materials. $ 1,500.00 /ED $ 1,500.00 /ED 45,000.00$
(not to exceed $1500 per day)
102-14 Traffic Control Officer Estimated 100 HR Estimated 100 HR
2 Hours Minimum + Travel Time $ 95.00 /HR $ 114.00 /EA 9,500.00$
102-99 Portable Changeable Message Sign Estimated 1,000 ED Estimated 1,000 ED
$ 35.00 /ED $ 42.00 /EA 35,000.00$
324-1 Rework Existing Asphalt Pavement Estimated 800 SY Estimated 800 SY
Using Indirect Heat $ 45.00 /SY $ 54.00 /EA 36,000.00$
425-6 Water Valve or Similar Cover Adjustment Estimated 25 EA Estimated 25 EA
$ 125.00 /EA $ 150.00 /EA 3,125.00$
425-7 Manhole Ring Adjustment Estimated 25 EA Estimated 25 EA
$ 225.00 /EA $ 270.00 /EA 5,625.00$
525-1 Asphaltic Concrete Curb Estimated 500 LF Estimated 500 LF
$ 45.00 /LF $ 54.00 /EA 22,500.00$
171,750.00$
Company Name: Middlesex Paving, LLC.
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
TOTAL FOR GROUP V
Amendment 1
76
Group VI: Asphalt Materials - FOB @ Plant and FOB to Job Site
Pay Item No.Description FOB
Plant
FOB
Plant
FOB
Job Site
FOB
Job Site Sum of Extended Cost
6-1 SP-12.5 Hot Mix Asphaltic Concrete Estimated 1000 Tons Estimated 1000 Tons Estimated 200 Tons Estimated 200 Tons
Traffic Level C $ 75.00 /Ton $ 90.00 /Ton $ 95.00 /Ton $ 114.00 /Ton 112,800.00$
(Section 334)Total: $ 75,000.00 Total: $ 90,000.00 Total: $ 19,000.00 Total: $ 22,800.00
6-2 SP-9.5 Hot Mix Asphaltic Concrete Estimated 1000 Tons Estimated 1000 Tons Estimated 200 Tons Estimated 200 Tons
Traffic Level C $ 80.00 /Ton $ 96.00 /Ton $ 100.00 /Ton $ 120.00 /Ton 120,000.00$
(Section 334)Total: $ 80,000.00 Total: $ 96,000.00 Total: $ 20,000.00 Total: $ 24,000.00
6-3 Asphalt Concrete Friction Course Estimated 200 Tons Estimated 200 Tons Estimated 200 Tons Estimated 200 Tons
Traffic Level C $ 125.00 /Ton $ 150.00 /Ton $ 150.00 /Ton $ 180.00 /Ton 66,000.00$
FC-12.5 (PG 76-22) (Section 337)Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 30,000.00 Total: $ 36,000.00
6-4 Asphalt Concrete Friction Course Estimated 200 Tons Estimated 200 Tons Estimated 200 Tons Estimated 200 Tons
Traffic Level C $ 125.00 /Ton $ 150.00 /Ton $ 150.00 /Ton $ 180.00 /Ton 66,000.00$
FC-9.5 (PG 76-22) (Section 337)Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 30,000.00 Total: $ 36,000.00
6-5 Asphalt Milling Material Estimated 500 Tons Estimated 500 Tons Estimated 500 Tons Estimated 500 Tons
$ 40.00 /Ton $ 48.00 /Ton $ 60.00 /Ton $ 72.00 /Ton 60,000.00$
Total: $ 20,000.00 Total: $ 24,000.00 Total: $ 30,000.00 Total: $ 36,000.00
6-6 Tack Type RS-1/RS-2 Estimated 1000 Gallons Estimated 1000 Gallons
$ 10.00 /Gal $ 12.00 /Ton 12,000.00$
(Section 300)Total: $ 10,000.00 Total: $ 12,000.00
436,800.00$
Company Name: Middlesex Paving, LLC.
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
TOTAL FOR GROUP VI
Amendment 1
77
Group VII: Earthwork
Pay Item
No.Description 0-50 CY/Job 0-50 CY/Job +20%51-100 CY/Job 51-100 CY/Job +20%101-500 CY/Job 101-500 CY/Job +20%Over 500 CY/Job Over 500 CY/Job +20%Sum of Extended
Cost
120-1 Regular Excavation Estimated 50 CY Estimated 50 CY Estimated 100 CY Estimated 100 CY Estimated 500 CY Estimated 500 CY Estimated 800 CY Estimated 800 CY
$ 150.00 /CY $ 180.00 /CY $ 75.00 /CY $ 90.00 /CY $ 50.00 /CY $ 60.00 /CY $ 35.00 /CY $ 42.00 /CY 81,600.00$
Total: $ 7,500.00 Total: $ 9,000.00 Total: $ 7,500.00 Total: $ 9,000.00 Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 28,000.00 Total: $ 33,600.00
120-6 Embankment Estimated 50 CY Estimated 50 CY Estimated 100 CY Estimated 100 CY Estimated 500 CY Estimated 500 CY Estimated 800 CY Estimated 800 CY
$ 150.00 /CY $ 180.00 /CY $ 100.00 /CY $ 120.00 /CY $ 50.00 /CY $ 60.00 /CY $ 45.00 /CY $ 54.00 /CY 94,200.00$
Total: $ 7,500.00 Total: $ 9,000.00 Total: $ 10,000.00 Total: $ 12,000.00 Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 36,000.00 Total: $ 43,200.00
121-70 Flowable Fill Estimated 50 CY Estimated 50 CY Estimated 100 CY Estimated 100 CY
$ 400.00 /CY $ 480.00 /CY $ 300.00 /CY $ 360.00 /CY 60,000.00$
Total: $ 20,000.00 Total: $ 24,000.00 Total: $ 30,000.00 Total: $ 36,000.00
160-4 12 " Type B Stabilization Estimated 500 SY Estimated 500 SY Estimated 2000 SY Estimated 2000 SY Estimated 3000 SY Estimated 3000 SY Estimated 4000 SY Estimated 4000 SY
LBR 40
$ 35.00 /SY $ 42.00 /CY $ 32.00 /SY $ 38.40 /CY $ 28.00 /SY $ 33.60 /CY $ 25.00 /SY $ 30.00 /CY 318,600.00$
Total: $ 17,500.00 Total: $ 21,000.00 Total: $ 64,000.00 Total: $ 76,800.00 Total: $ 84,000.00 Total: $ 100,800.00 Total: $ 100,000.00 Total: $ 120,000.00
285-701 Base Group 01 Estimated 500 SY Estimated 500 SY Estimated 1000 SY Estimated 1000 SY Estimated 1500 SY Estimated 1500 SY Estimated 2000 SY Estimated 2000 SY
(4" Limerock LBR 100)
$ 35.00 /SY $ 42.00 /CY $ 25.00 /SY $ 30.00 /CY $ 22.00 /SY $ 26.40 /CY $ 22.00 /SY $ 26.40 /CY 143,400.00$
Total: $ 17,500.00 Total: $ 21,000.00 Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 33,000.00 Total: $ 39,600.00 Total: $ 44,000.00 Total: $ 52,800.00
285-706 Base Group 06 Estimated 500 SY Estimated 500 SY Estimated 1000 SY Estimated 1000 SY Estimated 1500 SY Estimated 1500 SY Estimated 2000 SY Estimated 2000 SY
(8" Limerock LBR 100)
$ 45.00 /SY $ 54.00 /CY $ 42.00 /SY $ 50.40 /CY $ 38.00 /SY $ 45.60 /CY $ 38.00 /SY $ 45.60 /CY 237,000.00$
Total: $ 22,500.00 Total: $ 27,000.00 Total: $ 42,000.00 Total: $ 50,400.00 Total: $ 57,000.00 Total: $ 68,400.00 Total: $ 76,000.00 Total: $ 91,200.00
285-709-A Base Group 09 Estimated 500 SY Estimated 500 SY Estimated 1000 SY Estimated 1000 SY Estimated 1500 SY Estimated 1500 SY Estimated 2000 SY Estimated 2000 SY
(10" Limerock LBR 100)
$ 60.00 /SY $ 72.00 /CY $ 55.00 /SY $ 66.00 /CY $ 50.00 /SY $ 60.00 /CY $ 50.00 /SY $ 60.00 /CY 312,000.00$
Total: $ 30,000.00 Total: $ 36,000.00 Total: $ 55,000.00 Total: $ 66,000.00 Total: $ 75,000.00 Total: $ 90,000.00 Total: $ 100,000.00 Total: $ 120,000.00
285-709-B Base Group 09 Estimated 500 SY Estimated 500 SY Estimated 2000 SY Estimated 2000 SY Estimated 3000 SY Estimated 3000 SY Estimated 4000 SY Estimated 4000 SY
(6'' Type B-12.5)
$ 75.00 /SY $ 90.00 /CY $ 65.00 /SY $ 78.00 /CY $ 60.00 /SY $ 72.00 /CY $ 55.00 /SY $ 66.00 /CY 681,000.00$
Total: $ 37,500.00 Total: $ 45,000.00 Total: $ 130,000.00 Total: $ 156,000.00 Total: $ 180,000.00 Total: $ 216,000.00 Total: $ 220,000.00 Total: $ 264,000.00
570-1-2 Performance Turf, Sod Estimated 500 SY Estimated 500 SY Estimated 1000 SY Estimated 1000 SY Estimated 1500 SY Estimated 1500 SY Estimated 2000 SY Estimated 2000 SY
$ 20.00 /SY $ 24.00 /CY $ 18.00 /SY $ 21.60 /CY $ 15.00 /SY $ 18.00 /CY $ 14.00 /SY $ 16.80 /CY 94,200.00$
Total: $ 10,000.00 Total: $ 12,000.00 Total: $ 18,000.00 Total: $ 21,600.00 Total: $ 22,500.00 Total: $ 27,000.00 Total: $ 28,000.00 Total: $ 33,600.00
577-70 Shoulder Rework Estimated 500 SY Estimated 500 SY Estimated 1000 SY Estimated 1000 SY Estimated 1500 SY Estimated 1500 SY Estimated 2000 SY Estimated 2000 SY
$ 30.00 /SY $ 36.00 /CY $ 25.00 /SY $ 30.00 /CY $ 22.00 /SY $ 26.40 /CY $ 18.00 /SY $ 21.60 /CY 130,800.00$
Total: $ 15,000.00 Total: $ 18,000.00 Total: $ 25,000.00 Total: $ 30,000.00 Total: $ 33,000.00 Total: $ 39,600.00 Total: $ 36,000.00 Total: $ 43,200.00
2,152,800.00$
Company Name: Middlesex Paving, LLC.
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
TOTAL FOR GROUP VII
Amendment 1
78
Totals: Group I thru VII
Group No.Group Description Totals
Group I Asphalt Concrete and Friction Course in-place 33,646,080.00$
Group II Sand and Seal in-place 177,150.00$
Group III Milling Existing Asphalt Pavement in-place 1,331,400.00$
Group IV Temporary Pavement Marking in-place 117,390.00$
Group V Misc. Items - LD's, MOB, MOT, Traffic Control Officer, PCMS, Valve & MH Adjust, Asph. Curb 171,750.00$
Group VI Asphalt Materials - FOB @ Plant and FOB to Job Site 436,800.00$
Group VII Earthwork 2,152,800.00$
38,033,370.00$
Company Name: Middlesex Paving, LLC.
TOTAL GROUP I THRU VII
IFB-603616-19/BJC - Pavement Management Program Services
Road Construction Products & Related Materials
Amendment 1
79
December 11, 2024
Middlesex Paving, LLC.
10801 Cosmonaut Boulevard
Orlando, Florida 32824
Re: Time Extension for IFB-603616-19/BJC– Pavement Management Program for
Seminole County
To Whom It May Concern:
Pursuant to Seminole County Purchasing Code Section 3.554(4), this notice shall serve as
authorization to extend the above agreement from December 25, 2024 through March
25, 2025 as approved by the Seminole County Board of County Commissioners. Current
pricing, terms and conditions shall remain the same.
Please remember to keep this office up to date with a current certificate of insurance with
the above contract number referenced on the certificate as required in the original,
contract agreement.
Appropriate County departments and divisions will be notified of this Contract extension
action.
Thank you for your interest in doing business with Seminole County. If you have any
questions or need further assistance, please contact our office.
Sincerely,
Rachel Horne
Procurement Analyst I
cc: Public Works-Roads & Stormwater
County Comptroller’s Office
County Attorney’s Office
Commission Records
File
1301 East Second Street Sanford FL 32771 Telephone (407) 665-7116 Fax (407) 665-7956
www.seminolecountyfl.gov/purchasing
80