Specifications.pdf

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Attached to
Fiscal Year 2027 Pavement Preservation - Package 2
Solicitation number
26-0362-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

This specifications document accompanies the Fiscal Year 2027 Pavement Preservation Package 2 contract (No. 26-0362) issued by Pinellas County, Florida, and establishes technical requirements for road and street construction work. The package comprises four paving locations totaling approximately 33.27 lane miles, consisting of one arterial project and three local neighborhood projects. Project A addresses McMullen Booth Road (Curlew to SR 580) as an arterial group, while Projects B, C, and D represent local groups including Lansbrook B Resurfacing, Local Group 212 Resurfacing, and Local Group 221 Resurfacing, respectively. The work consists of milling existing asphalt pavement and constructing superpave asphalt concrete in varying depths and specifications. Key pay items include milling existing asphalt pavement at 2-inch and 1.5-inch average depths, superpave asphalt concrete leveling, Type SP 12.5 asphalt concrete for arterial roadways, and Type SP 9.5 fine asphalt concrete for local roadways. Additional utility work includes adjusting valve boxes and manhole rims to finished grade.

The specifications indicate that all work shall be measured and paid per ton for asphalt concrete work and per square yard for milling operations, with quantities and unit prices as shown on the plans and accepted upon completion. Fuel price adjustments are not applicable under this contract. The document incorporates by reference the Pinellas County Supplemental Specifications for Roadway and General Construction (January 2025), Pinellas County Utilities Department Standard Technical Specifications (June 2018), and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (FY 2024-2025). Pay item numbers include designated letters A, B, C, and D to correlate with specific subprojects without altering the underlying specifications. Authorized materials and detailed technical requirements are available through the referenced Pinellas County and FDOT specification libraries.

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SPECIFICATIONS

(For Road and Street Construction)

CONTRACT No. 26-0362

FY 2027 - Pavement Preservation Package 2

In Pinellas County

TO ACCOMPANY:

PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL

CONSTRUCTION (January 2025)

PINELLAS COUNTY UTILITIES DEPARTMENT STANDARD TECHNICAL SPECIFICATIONS FOR

UTILITIES AND RELATED CONSTRUCTION (June 2018)

- Located on Pinellas County website for “ENGINEERING & TECHNICAL INFORMATION: PUBLIC

WORKS & UTILITIES.”

- Web Address: https://pinellas.gov/engineering-technical-information-public-works-and-utilities

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION DIVISION I SECTION 9-2.1.2 ONLY, DIVISION II, AND DIVISION III (FY 2024- 2025)

- Located on the FDOT website for “ FDOT Specifications Office: Standard Specifications Library.”

- Web Address: https://www.fdot.gov/specifications/standard-specification-library

SUPPLEMENTAL SPECIFICATIONS

General Notes to Pay Items Numbers

Letters “A, B, C, and D” have been added to each pay item number specifying its correlation to the sub projects. These letters do not change the specifications associated with the original Pay Item Numbers indicated in Pinellas County Supplemental Specifications for Roadway and General Construction dated January 2025 and this Supplemental Specifications document.

Section 334 of the Pinellas County Supplemental Specifications, Jan. 2025 – Superpave Asphalt Concrete

The specification for Superpave Asphalt Concrete shall be amended to include:

Fuel price adjustments are not applicable in this contract.

PAY ITEM NO. 334-2-0001 SUPERPAVE ASPHALT CONCRETE, Leveling

• The work shall consist of all labor and material required to construct superpave asphalt concrete leveling for roadways.

• Leveling to be used as directed by the Engineer.

The work specified under this item must be paid for per Ton (TN) as constructed and accepted.

PAY ITEM NO. 334-2-0125 SUPERPAVE ASPHALT CONCRETE, Type SP 12.5, Traffic Level C

• The work shall consist of all labor and material required to construct superpave asphalt concrete for arterial roadway as shown on the plans and listed in the specifications.

Arterial Groups include:

• Project A - PID 006831A – McMullen Booth Road (Curlew – SR 580)

The work specified under this item must be paid for per Ton (TN), as shown on Plans, constructed, and accepted.

PAY ITEM NO. 334-2-0095 SUPERPAVE ASPHALT CONCRETE, Type SP 9.5, Fine, Traffic Level C

• The work shall consist of all labor and material required to construct superpave asphalt concrete for local roadway as shown on the plans and listed in the specifications.

Local Groups include:

• Project B - PID 006772A Local Group Lansbrook B Resurfacing

• Project C - PID 006768A Local Group 212 Resurfacing

• Project D - PID 006768A Local Group 221 Resurfacing

The work specified under this item must be paid for per Ton (TN), as shown on Plans, constructed, and accepted.

Section 327 of the Pinellas County Supplemental Specifications, Jan. 2025 – Milling of Existing Asphaltic Concrete Pavements and Roadway Base

Items shall be used for all type roadways as shown on the plans including (arterials, collectors, and local roadways) and include intersections, cul-de-sacs, driveways, medians, turn lanes, and any other configurations not mentioned. There will be no extra payment for the conditions noted above.

Milling material may consist of asphalt millings and sub-base. There will be no extra payment for disposal of asphalt millings or sub-base material.

The work specified under this Section must be paid for per Square Yard (SY) for the depth specified, as shown on the Plans, constructed, and accepted.

PAY ITEM NO. 327-70-5 MILLING EXISTING ASPHALT PAVEMENT – 2” AVG. DEPTH

PAY ITEM NO. 327-70-6 MILLING EXISTING ASPHALT PAVEMENT – 1 1/2” AVG. DEPTH

UTILITIES

ITEM NO. PW-331101-309-9001 Adjust Valve Box to Finished Grade (In Pavement)

ITEM NO. RW-333501-310-9001 Adjust Valve Box to Finished Grade (In Pavement)

Description: The work consists of furnishing all labor, equipment, customer coordination, and materials for the vertical adjustment of an existing valve box and cover to match proposed finish grade. The unit price shall include placement of the valve cover to finish grade as shown on plans or directed by the Engineer.

Authorized materials listing can be retrieved from:

Technical Specifications for Utilities and Related Construction Jun 2018 - Pinellas County

Measurement: The measurement for these units shall be Each (EA), measured in place, on grade, inspected, and accepted.

Payment shall be made under:

Item No. PW-331101-309-9001 Adjust Valve Box to Finished Grade (In Pavement)

Item No. RW-333501-310-9001 Adjust Valve Box to Finished Grade (In Pavement)

ITEM NO. SS-333900-302-KXXX Adjust Manhole Rim & Cover

Description: This item provides all labor, equipment and materials for adjusting existing manhole riser, C.I.

frame, and cover. Adjustment includes removal of existing ring and cover and removal or placement of up to 6 courses of brick and reinstalling the existing ring and cover. The work does not include excavation, surface restoration, sheeting or well point dewatering which, if required, will be paid for, or is part of the work, under other Contract Pay Items.

Measurement: The quantities of manhole rim and cover adjustments to be paid under this item shall be Each (EA) measured in place, on grade, inspected, and accepted.

Payment shall be made under:

Item No. SS-334-2095-460 Adjust Manhole Rim & Cover to Finished Grade in pavement, Riser provided by utility owner

Item No. SS-334-3125-000 Adjust Manhole Rim & Cover to

Finished Grade in pavement, Riser provided by contractor

ITEM NO. UT-999-0001 UNSPECIFIED WORK (Utilities)

Description: All work shall be done in accordance with Section 999-000 of the Pinellas County Standard Technical Specifications for Roadway and General Construction.

Measurement and Payment: The work specified in this section shall be paid for the contract unit price per Each (EA), constructed and accepted.

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