ITB_25-17_-_Addendum_No._1.pdf

Addendum No. 1 February 10, 2025

Project: Asphalt Resurfacing of Various City Streets Fiscal Year 2023‐2024 & 2024‐2025 Bid Number 25‐17 City of Oviedo Oviedo, Florida

Engineer: City of Oviedo

400 Alexandria Boulevard Orlando, FL 32765

Date: February 10, 2025

TO: All holders of Bidding Documents of Record ‐ Addendum No. 1:

This addendum forms a part of and modifies the Bidding/Contract Documents dated January 19, 2025 for the above referenced project. Bids for the Asphalt Resurfacing of Various City Streets Fiscal Year 2023‐2024 & 2024‐2025 must be received by February 18, 2025 on or before 2:00. Receipt of this addendum must be acknowledged in the space provided on the Bid Form, Section 00300. Failure to do so will subject the Bidder to disqualification.

This addendum consists of fourteen (14) pages as follows:

• Addendum – four (4) pages 8 ½ x 11

• Section 00030, Bid Form – four (4) pages 8 ½ x 11 and two (2) 11 x 17

• Section 00801, Special Conditions – four (4) pages 8 ½ x 11

Below are Changes, Additions and Clarifications to the Contract Documents dated January 19, 2025.

ADDITIONAL CLARIFICATIONS

1. Question: “Per the bid table, Weaver Dr and Whittier Cir are listed for full mill and overlay treatment. However, there is a discrepancy between the total area SY (column G) and the milling area SY (column H). Could you please confirm the treatment method and the milling square yards quantity for both streets?”

Response: Weaver Dr and Whittier Cir are full mill and overlay. Please see attached revised Section 00300, Bid Form.

2. Question: “Could you please confirm the scope limits for Weaver Dr? The area measured on‐site appears to be significantly higher than the total area SY (column G) listed in the bid table.”

Response: Weaver Dr limits is from west limit of 1019 Weaver Dr. to east limit of 1023 Weaver Dr., as stated in the Bid Form. The City has verified the area. Please see attached revised Section 00300, Bid Form.

3. Question: “Per bid table Note #3, roadways with cul‐de‐sacs should be based on 130 lbs/SY. Could you specify if the 130 lbs/SY spread rate applies to the entire roadway or only to the end cul‐de‐sac part of the road?”

Response: The 110 lbs/SY spread rate applies to all roads and cul‐de‐sac. Please see

4. Question: “Per bid table Note #3, roadways with cul‐de‐sacs should be based on 130 lbs/SY. However, all roads with cul‐de‐sacs are to receive edge mill and overlay treatment, not full mill, and overlay. Could you please confirm the treatment methods for the roadways with cul‐de‐sacs?

Response: The 110 lbs/SY spread rate applies to all roads and cul‐de‐sac. Please see

5. Question: “In the bid table, for all streets listed to receive edge mill and overlay treatment, the asphalt tonnage quantity (column K) appears to reflect the total area SY (column G) as if every street is receiving full mill and overlay. Could you please confirm the treatment methods and review the asphalt tonnage quantity?”

Response: Please see attached revised Section 00300, Bid Form.

6. Question: “Could you please confirm the scope limits for Longwood Blvd? The area measured on‐site appears to be significantly lower than the total area in square yards (column G) listed in the bid table.”

Response: Lockwood Blvd. limits are from the Econ River bridge south seam to the City limits south of Arrowroot Pl. Repaving shall include all 4 lanes, plus all turn lanes and medians on the route.

7. Question: “On page 126 of the Project Manual Specifications, Lockwood Boulevard is described as bid item 32, while on Bid Table No. 25‐17, it is listed as bid item 33. Could you please clarify?”

Response: The correct Bid number is 33. Please see attached revised Section 00801, Special Conditions.

8. Question: “Could you please specify the required traffic level for the asphalt type SP‐9.5 and SP‐12.5?”

Response: Asphalt SP‐9.5 is used for all local roads and asphalt SP12.5 is used for all collector and arterial roads.

9. Question: “Could you please provide the bid form in an excel format?”

Response: No, the Contractor can create.

10. Question: “Is there an Engineer’s Estimate/Budget Estimate for this project?”

Response: The budget estimate is $3,000,000

11. Question: “Can you please confirm that once the Notice to Proceed is received, the Contractor may begin work on any street(s) and in any order?”

Response: A notice to proceed will be issued at the pre‐construction meeting. In addition the Contractor will provide a paving schedule as a shop drawings for the City review and approval.

12. Question: “I am looking for quantities and asphalt mix specifications needed for ITB 25‐ 17 ‐ Asphalt Resurfacing of Various City Streets FY23‐24 & FY24‐25. The drawings included do not have a scale required for accurate takeoff measurements?”

Response: The drawings are just a graphical representation of the street locations.

Quantities and asphalt mix requirements are shown in the Bid Form and Section 00801 of the specifications.

13. Question: “Could you please provide the affidavit of bidder form listed on section Bid form 00300-2?”

Response: The affidavit of Bidder is not required for this project. Please see revised Section 00300, Bid Form.

REVISIONS TO SPECIFICATIONS:

1. Section 00300, Bid Form

Delete Section 00300 in its entirety and replace with Section 00300 attached hereto and annotated as “Addendum No. 1/February 10, 2025”.

2. Section 00801, Special Conditions.

Delete Section 00801 in its entirety and replace with Section 00801 attached hereto and annotated as “Addendum No. 1/February 10, 2025”.

END OF ADDENDUM NUMBER 1

THIS PAGE INTENTIONALLY LEFT BLANK

BID FORM Addendum No. 1 / February 10, 2025 00300-1

SECTION 00300

BID FORM

1. GENERAL

1.01 Description

The following Bid is hereby made to the City of Oviedo, hereafter called the OWNER. Bid is submitted by:

Legal Name: _____________________________________________________________________

(Insert whether sole proprietorship, partnership or corporation.)

Address: ________________________________________________________________________

Phone Number: ___________________________ Fax Number: _________________________

Contact Person: __________________________________________________________________

1.02 The Undersigned:

A. Acknowledges receipt of:

1. Project Manual (Specifications) for CITY OF OVIEDO, ASPHALT RESURFACING OF VARIOUS CITY STREETS FISCAL YEAR 2023‐2024 & 2024‐2025 from the City of Oviedo, dated JANUARY 19, 2024.

2. Drawings:

Sheet No.

Sheet Title Date

1 Alafaya Woods Jan 19, 2025

2 Easton Park / Chapman Oaks / Chapman Cove Jan 19, 2025

3 Twin Rivers / Lockwood Blvd Jan 19, 2025

4 Twin Rivers / Big Oaks Jan 19, 2025

3. Addenda:

Number , dated .

Number , dated .

Number , dated .

B. Has examined the site and all Bidding Documents and understands that in submitting his/her Bid, he/she waives all right to plead any misunderstanding regarding the same.

C. Agrees:

1. To hold this Bid open for sixty (60) calendar days after the bid opening date.

BID FORM Addendum No. 1 / February 10, 2025 00300-2

2. To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security.

3. To enter into and execute a contract with the OWNER, if awarded on the basis of this Bid, and to furnish a Performance Bond and a Labor and Material Payment Bond in accordance with the Instructions to Bidders.

4. To accomplish the work in accordance with the Contract Documents.

5. To begin work not later than fourteen (14) days after the issuance of a Notice to Proceed, unless otherwise provided, to Substantially Complete the work within NINETY (90) Calendar Days and to Finally Complete the work within ONE HUNDRED TWENTY (120) Calendar Days of date of the Notice to Proceed. (See Agreement Form; Section 00500, 1.02, C.)

6. To accept the provisions of the Agreement (Section 00500) as to liquidated damages in the event of failure to complete the work on time.

1.04 Miscellaneous Requirements and Affirmations

A. Proposals (Bids) must be submitted on this Bid Form

B. I have completed and totaled the attached Bid Form Schedule of Values (page 4 of this section) to reflect my total bid amount

C. I have attached evidence of qualification and licensing to do business in the State and locality of this project.

D. I have attached the required Bid Security to this Bid.

E. I have attached a list of all sub‐contractors I will utilize for the Contract work.

F. I have attached the following required items.

a. Bid Form.

b. Notarized power‐of‐attorney.

c. Bid Security.

d. Conflict of Interest Statement.

e. Drug‐Free Workplace Certification Form.

f. Trench Safety Statement.

g. Non‐Collusion Affidavit of Bidder.

h. Dispute Disclosure Form.

i. City of Oviedo Insurance Requirements.

j. A list of all sub‐contractors.

k. A list of business references.

l. Evidence of qualification and licensing.

m. Evidence of corporate or joint‐venture certification in the state.

BID FORM Addendum No. 1 / February 10, 2025 00300-3

n. Compliance with Employment Eligibility Requirement

o. Prohibition Against Contracting With Scrutinized Companies

p. Affidavit of Compliance with Foreign Entity Laws

q. Human Trafficking Affidavit

r. Civil Rights Compliance Provisions

s. Debarment/Suspension Certification

t. Byrd Anti‐Lobbying Certification

1.05 RESPECTFULLY SUBMITTED, signed and sealed this ____ day of _________________, 2025

Contractor ______________________________________________________________________

Signature _______________________________________________________________________

Printed Name ____________________________________________________________________

Title ___________________________________________________________________________

Business Address _________________________________________________________________

City ____________________________ State __________________________________________

ATTEST: ______________________________________________________________________

SECRETARY

SEAL

THIS PAGE INTENTIONALLY LEFT BLANK

A B C D E F G H I J K L M N O Q R S T U V W X Y Z

Item

No.

Street Name Subdivision From To

Treatment

Method

Total Area

(SY)

Total Milling

Area (SY)

No. of

Lanes

Asphalt

Thickness

(In.)

Asphalt

Tonnage

Cost per Ton of Asphalt

(SP 9.5)

Cost per Ton of

Asphalt

(SP 12.5)

Total Cost of

Asphalt

Cost Per SY of

Milling

Total Cost of

Milling

Cost for

Mobilization /

Demobilization

Cost for

Maintenance of

Traffic

Cost for

Striping

Cost for

Erosion

Control

Quantity of

Water Valve

Box Risers

Cost for Water

Valve Box

Risers

Quantity of

Manhole

Risers

Cost for

Manhole

Risers

Total Bid Amount

(Total Equals Sum of Columns N, Q, R, S, T, U, W and Y)

1 Faircloth Ct Alafaya Woods Weaver Dr End

Edge Mill &

Overlay 2,136 1,246 2 1 139 $ $ $ $ $ $ $ $ $ 1 $ 3 $ $

2 Dishman Loop Alafaya Woods Gore Dr McKinnon Ave

Edge Mill &

Overlay 5,468 3,190 2 1 301 $ $ $ $ $ $ $ $ $ 1 $ 4 $ $

3 Gammage Pt Alafaya Woods Dishman Loop End

Edge Mill &

Overlay 1,350 787 2 1 88 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

4 Chance Cv Alafaya Woods McKinnon Ave End

Edge Mill &

Overlay 907 529 2 1 59 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

5 Stout Ct Alafaya Woods Gould Pl End

Edge Mill &

Overlay 1,067 622 2 1 69 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

6 Gould Pl Alafaya Woods Gore Dr End

Edge Mill &

Overlay 8,523 4,972 2 1 554 $ $ $ $ $ $ $ $ $ 8 $ 7 $ $

7 Beckstrom Dr Alafaya Woods Gould Pl End

Edge Mill &

Overlay 7,977 4,653 2 1 519 $ $ $ $ $ $ $ $ $ 1 $ 6 $ $

8 Albamonte Ct Alafaya Woods Beckstrom Dr End

Edge Mill &

Overlay 1,817 1,060 2 1 118 $ $ $ $ $ $ $ $ $ 1 $ 3 $ $

9 Aviles Ct Alafaya Woods Gould Pl End

Edge Mill &

Overlay 2,430 1,418 2 1 158 $ $ $ $ $ $ $ $ $ 3 $ 5 $ $

10 Ohanlon Ct Alafaya Woods Gould Pl End

Edge Mill &

Overlay 1,644 959 2 1 107 $ $ $ $ $ $ $ $ $ 0 $ 1 $ $

11 Zachary Ct Alafaya Woods Gould Pl End

Edge Mill &

Overlay 974 568 2 1 63 $ $ $ $ $ $ $ $ $ 0 $ 2 $ $

12 Weaver Dr Alafaya Woods 1019 Weaver Dr 1023 Weaver Dr

Full Mill &

Overlay 560 560 2 1 18 $ $ $ $ $ $ $ $ $ 0 $ 1 $ $

13 Whittier Cir Alafaya Woods McKinnon Ave End

Full Mill &

Overlay 3,259 3,259 2 1 212 $ $ $ $ $ $ $ $ $ 0 $ 4 $ $

14 Easton Cir Easton Park Alafaya Trl Easton Cir

Edge Mill &

Overlay 7,412 4,323 2 1 408 $ $ $ $ $ $ $ $ $ 4 $ 9 $ $

15 Chapman Oaks Dr Chapman Oaks Hanging Moss Dr E Chapman Rd

Edge Mill &

Overlay 1,420 858 2 1 78 $ $ $ $ $ $ $ $ $ 0 $ 0 $ $

16 Hanging Moss Dr Chapman Oaks Start End

Edge Mill &

Overlay 4,642 2,708 2 1 302 $ $ $ $ $ $ $ $ $ 4 $ 6 $ $

17 Citrus Cove Dr Chapman Grove Carriage Way Ct E Chapman Rd

Edge Mill &

Overlay 3,385 1,975 2 1 186 $ $ $ $ $ $ $ $ $ 3 $ 4 $ $

18 Suncrest Ct Chapman Grove Start Citrus Cove Dr

Edge Mill &

Overlay 5,219 3,045 2 1 339 $ $ $ $ $ $ $ $ $ 4 $ 6 $ $

19 Woodbloom Ct Chapman Grove Suncrest Ct End

Edge Mill &

Overlay 451 263 2 1 29 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

20 Morning Blossom Ln Chapman Grove Citrus Cove Ct Suncrest Ct

Edge Mill &

Overlay 2,176 1,269 2 1 120 $ $ $ $ $ $ $ $ $ 3 $ 3 $ $

21 Florawood Ct Chapman Grove

Morning Blossom

Ln End

Edge Mill &

Overlay 683 399 2 1 44 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

22 Carriage Way Ct Chapman Grove Start End

Edge Mill &

Overlay 2,304 1,344 2 1 150 $ $ $ $ $ $ $ $ $ 3 $ 6 $ $

23 Moses Creek Ct Twin Rivers W Riviera Blvd End

Edge Mill &

Overlay 1,436 838 2 1 93 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

24 Carpenter Branch Ct Twin Rivers Trout Creek Ct End

Edge Mill &

Overlay 2,061 1,202 2 1 134 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

25 W Riviera Blvd Twin Rivers Lockwood Blvd Catfish Creek Ct

Edge Mill &

Overlay 11,833 6,902 2 1 651 $ $ $ $ $ $ $ $ $ 15 $ 14 $ $

26 Big Oaks Blvd Big Oaks Lockwood Blvd End

Full Mill &

Overlay 6,331 6,331 2 1 348 $ $ $ $ $ $ $ $ $ 2 $ 10 $ $

27 Green Branch Ct Twin Rivers Long Branch Ln End

Edge Mill &

Overlay 823 480 2 1 54 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

28 Hart Branch Dr Twin Rivers Long Branch Ln End

Edge Mill &

Overlay 1,943 1,134 2 1 107 $ $ $ $ $ $ $ $ $ 6 $ 2 $ $

29 Jackson Ct Twin Rivers Long Branch Ln End

Edge Mill &

Overlay 1,207 704 2 1 78 $ $ $ $ $ $ $ $ $ 1 $ 1 $ $

BID NO. 25-17

ASPHALT RESURFACING OF VARIOUS CITY STREETS FISCAL YEAR 2023-2024 and 2024-2025

BID FORM

BID FORM

(BID FORM CONTINUED ON FOLLOWING PAGE)

Addendum No. 1 / February 10, 2025 00300-4

A B C D E F G H I J K L M N O Q R S T U V W X Y Z

Item

No.

Street Name Subdivision From To

Treatment

Method

Total Area

(SY)

Total Milling

Area (SY)

No. of

Lanes

Asphalt

Thickness

(In.)

Asphalt

Tonnage

Cost per Ton of Asphalt

(SP 9.5)

Cost per Ton of

Asphalt

(SP 12.5)

Total Cost of

Asphalt

Cost Per SY of

Milling

Total Cost of

Milling

Cost for

Mobilization /

Demobilization

Cost for

Maintenance of

Traffic

Cost for

Striping

Cost for

Erosion

Control

Quantity of

Water Valve

Box Risers

Cost for Water

Valve Box

Risers

Quantity of

Manhole

Risers

Cost for

Manhole

Risers

Total Bid Amount

(Total Equals Sum of Columns N, Q, R, S, T, U, W and Y)

30 Little Creek Ct Twin Rivers Long Branch Ln End

Edge Mill &

Overlay 619 361 2 1 40 $ $ $ $ $ $ $ $ $ 2 $ 0 $ $

31 Long Branch Ln Twin Rivers Hart Branch Dr End

Full Mill &

Overlay 6,625 6,625 2 1 364 $ $ $ $ $ $ $ $ $ 7 $ 8 $ $

32 Silcox Branch Cir Twin Rivers Hart Branch Dr End

Full Mill &

Overlay 4,432 4,432 2 1 244 $ $ $ $ $ $ $ $ $ 4 $ 5 $ $

33 Lockwood Blvd None North Bridge Seem Arrowroot Place

Full Mill &

Overlay 65,428 65,428 2 2 7,197 $ $ $ $ $ $ $ $ $ 7 $ 5 $ $

** THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID **

END OF SECTION

1. The City has the right to add and/or delete roads, as deemed in the best interest of the City.

2. Total area is based on length and width of roadway. The diameters of each cul‐de‐sac was measured and included in the area of the roadways with cul‐de‐sacs.

4. The bidder is advised that the SY quantities listed in the bid form are estimated quantities. Quantities are provided only for the Contractor's convenience. The Owner and/or Engineer do not warrant the listed quantities as accurate, correct or a reflection of the actual job requirement quantities. Determination of actual quantities is the sole responsibility of the Contractor.

The Contractor is to furnish all materials, equipment, tools, and labor which are reasonably and properly inferable and necessary for the proper completion of the Work, whether specifically indicated in the Contract Documents or not. The Contractor who is awarded the job, will be required to measure each roadway and submit quantities to the City to establish a not to exceed value for each purchase order.

6. The mill area for edge mill treatment was calculated by using 7 ft of mill for each lane road.

5. Contract is based on a unit price contract. Contractor is to provide City Staff with copy of asphalt tickets for verification and payment.

3. N/A

7. Each Bid Item will have a separate Purchase Order Number. Each Purchase Order Number will be set to a not to exceed value. Contractor will only be compensated for actual asphalt amounts used on roadways for which the actual asphalt tonnage is less than the contractor's estimate. Over‐runs will be addressed on a case‐by‐case basis but does not guarantee contractor compensation for amounts in excess of their estimate.

8. Mobilization/Demobilization costs shall be provided for each road however the Contractor is to look at the cost as a whole rather than separate. The Work is to occur concurrently from one area to another.

9. Maintenance of Traffic ‐ Please reference the specification package, Section 00801, Special Conditions, Item No. 4.

10. Erosion Control to include inlet protection with perforated pipe with sock. Please reference specification package, Section 00801, Special Conditions.

11. Cost for Water Valve Box Risers, shall be the total cost of the risers listed in Column W, Quantity of Water Valve Box Risers.

12. Cost for Manhole Risers, shall be the total cost of the risers listed in Column Y, Quantity of Manhole Risers.

NOTES:

TOTAL BASE BID AMOUNT WRITTEN IN WORDS:

TOTAL BASE BID AMOUNT

BID NO. 25-17

ASPHALT RESURFACING OF VARIOUS CITY STREETS FISCAL YEAR 2023-2024 and 2024-2025

BID FORM

BID FORM Addendum No. 1 / February 10, 2025 00300-5

SPECIAL CONDITIONS Addendum No. 1 / February 10, 2025 00801- 1

SECTION 00801

SPECIAL CONDITIONS

1. MANDATORY MINIMUM QUALIFICATION REQUIREMENTS FOR PROFESSIONAL CONTRACTORS:

A. Applicants shall be prequalified with the Florida Department of Transportation to perform all work as presented in this solicitation. The CONTRACTOR must be FDOT prequalified at time of bid opening.

B. Applicants are required to supply asphalt to the OWNER from a FDOT certified asphalt plant.

2. GENERAL NOTES

A. The work to be done under these contract documents in connection with the construction of asphalt resurfacing of various OWNER streets includes the furnishing of all labor, equipment and materials and performing all operations necessary to carry out the intention of the Agreement. The work shall be billed in accordance with and at the rate established in the Schedule of Bid Items included as part of these contract documents.

B. The governing standards and specifications for the project shall be the FDOT Design Standard, latest edition, and Standard Specifications for Road and Bridge Construction, latest edition.

C. In areas of construction, all existing utilities, public or private, shall be located by the CONTRACTOR as necessary, and owners of said utilities shall be notified prior to commencing work. CONTRACTOR shall immediately notify the OWNER of any existing utilities that may interfere with completing the work.

D. All survey monuments and corners shall be protected. All survey corners destroyed shall be reset and certified by a registered professional land surveyor.

E. Shop drawings if required for construction materials shall be submitted to and approved by the OWNER prior to the commencement of work.

F. All private and public property affected by the construction work shall be restored to a condition equal or better than the pre‐construction condition, including sodding, landscaping, irrigation systems, driveways, sidewalks, mailboxes, pavers, curbs etc. This will also include sweeping the roadway after paving, when the inlet protections are removed. The cost for all restoration work shall be incidental to other construction and no extra compensation will be allowed.

G. Proposed construction staging areas shall be submitted to and approved by the OWNER.

Construction staging activities shall be limited to the designated construction staging areas. All staging areas shall be clean and restored to like new condition prior to project closeout.

SPECIAL CONDITIONS Addendum No. 1 / February 10, 2025 00801- 2

H. No trees shall be removed. CONTRACTOR is responsible for protecting existing trees that could be damaged by the work. Any tree trimming necessary to complete the work will be performed by the OWNER. CONTRACTOR shall coordinate with the OWNER’s inspector for tree trimming as needed.

I. Asphalt millings shall be delivered by the CONTRACTOR to the OWNER Public Works storage yard located on Evans Street. CONTRACTOR shall coordinate with the OWNER’s inspector for delivery.

J. All excess excavation and construction materials are the responsibility of the

CONTRACTOR.

K. Existing drainage structures and pipes within the construction limits shall remain in place.

L. All construction vehicles shall remain on the roadway or other paved surfaces at all times unless as otherwise previously approved by the OWNER.

M. Working Hours/ Schedule:

i. Bid Items 1 through 32 – Work to be between 7:00 a.m. to 5:00 p.m., Monday through Friday unless approved by the OWNER. CONTRACTOR shall notify the OWNER 48 hours in advance of any work planned on nights, weekends or holidays.

ii. Bid Item 33 – Lockwood Boulevard Road work to be night time work only between 7:00 p.m. to 6:00 a.m., Monday through Friday. CONTRACTOR shall notify the OWNER 48 hours in advance of any work planned on weekends or holidays.

N. Advance notice shall be given prior to construction to all homeowners and businesses by means of handout fliers, which the CONTRACTOR will provide. The flier shall be distributed a minimum of 72 hours prior to beginning work.

O. Roadway areas in the bid form are provided for the CONTRACTOR’s convenience. All CONTRACTOR’s are encouraged to verify quantities prior to the bid submittal. A separate purchase order will be established for each bid item with a fixed not to exceed cost.

P. Mobilization costs should reflect the comprehensive nature of the project and the limited number of associated developments.

3. SPECIAL PAVING NOTES

A. All resurfacing operations shall conform to the latest FDOT specifications.

B. A rolling straightedge shall be available upon request by the OWNER during paving operations. When requested by the OWNER, the final structure course shall be straight edged immediately after final pavement rolling. The CONTRACTOR shall have available the appropriate quality control staff and equipment such that the straight edging can occur in a timely manner after final pavement rolling.

C. Smoothness deficiencies shall be corrected in accordance with FDOT specifications, except if any two smoothness deficiencies requiring corrective milling and resurfacing are located less than 300‐feet apart. In this case, the corrective milling and resurfacing shall

SPECIAL CONDITIONS Addendum No. 1 / February 10, 2025 00801- 3 cover the entire length and width of the roadway between the two deficiencies plus a minimum of 50‐feet beyond the deficiencies.

D. All areas of unacceptable pavement shall be corrected at no cost to the OWNER.

E. In the areas requiring roadway rehabilitation, careful observation shall be made to help identify any areas of soft or yielding base material that may require additional work. Any identified areas shall be brought to the OWNER’s attention immediately for direction.

F. The CONTRACTOR is to saw cut/mill existing pavement to a neat edge in all areas where tying into existing pavement. In areas where the tie‐in is at the right of way line, the CONTRACTOR shall take extra care to stay within the right‐of‐way. CONTRACTOR shall scrape edge of road where curb does not exist.

G. The CONTRACTOR is responsible for temporary paint striping as needed. It is the CONTRACTOR’s responsibility to review the existing striping on all roadways. The temporary striping is to match the existing. All thermoplastic striping and roadway markers will be installed under a separate contract.

H. Offsite tracking of tack and other asphalt materials is not acceptable. CONTRACTOR must use trackless tack material and apply/provide sand if necessary. In the event that tracking of tack or prime occurs then the CONTRACTOR shall remove/scrape or repave the damaged areas as directed by the OWNER.

I. All inlets are to be protected and inspected daily. Method of protection shall be perforated pipe with sock.

4. MAINTENANCE OF TRAFFIC

A. The CONTRACTOR is responsible for maintenance of traffic. The CONTRACTOR shall maintain the appropriate personnel and equipment onsite at all times to properly and safely maintain traffic.

B. Maintenance of traffic shall be in accordance with MUTCD (latest edition) and FDOT specifications (latest edition), unless otherwise noted.

C. Access to individual residential driveways and residential streets with no alternative access points shall be maintained at all times.

D. All traffic control plans shall be submitted and approved by the OWNER prior to implementation.

E. Pedestrian access through the project limits shall be maintained at all times.

5. ASPHALT

A. Bid items 1 through 32. All asphalt pavement installed under this contract (surface and base courses) shall be Superpave, Type SP 9.5 in accordance with all applicable FDOT standards.

Pavement thickness shall be as shown on the Bid Form. Surface preparation, tack coat and installation/construction of the compacted asphalt shall be in accordance with the latest issue of the FDOT Standard Specifications.

SPECIAL CONDITIONS Addendum No. 1 / February 10, 2025 00801- 4

B. Bid Item 33 – Lockwood Boulevard Road. All asphalt pavement installed under this contract (surface and base courses) shall be Superpave, Type SP 12.5 in accordance with all applicable FDOT standards. Pavement thickness shall be as shown on the Plans and Bid Form. Surface preparation, tack coat and installation/construction of the compacted asphalt shall be in accordance with the latest issue of the FDOT Standard Specifications.

6. MANHOLE RINGS, GRATES AND VALVES

Appropriately sized manhole rings/risers shall be installed for all manholes and water and sewer valve boxes and provided by the CONTRACTOR. Resurfacing shall not be commenced until all manhole rings/risers are received and available for installation.

Asphalt shall be feathered at grate inlets so as to minimize elevation changes in the existing road surface.

7. DRIVEWAY APRONS, INTERSECTIONS AND GUTTERS

Asphalt shall be milled at all driveway aprons and intersection valley gutters to minimize the impact of elevation changes in the existing roadway.

All driveways or side roads not being paved need to have a butt joint regardless of curb.

END OF SECTION