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Flex Patch Leveling and Sealing with Spray Injection Pre - coated Stone

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Source: Wisconsin Purchasing Group

Tender
Closed

The County of Portage Wisconsin ( County ), through its Purchasing Department ( Purchasing ), requests bids to establish a contract to provide minor Flex Patching Leveling and sealing to various county roads in Portage County . SPECIFICATIONS The following specifications are minimum acceptable requirements . Any attachment

Status
Closed
Sector
Manufacturing (Industrial), Road
Location
Wisconsin, United States of America
Updated
3 Nov 2026
Source
Wisconsin Purchasing Group

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Tender Information

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The tender “Flex Patch Leveling and Sealing with Spray Injection Pre - coated Stone” is a tender record in Taiyo, linked to the Manufacturing (Industrial) sector. It is issued for works, goods, or services related to Wisconsin, United States of America.

Participants

Not available for this record.

Status

Original status

closed

Taiyo status

Closed

Taiyo last update

2026-11-03

Contact

Not available for this record.

Description

Description

The County of Portage Wisconsin ( County ), through its Purchasing Department ( Purchasing ), requests bids to establish a contract to provide minor Flex Patching Leveling and sealing to various county roads in Portage County . SPECIFICATIONS The following specifications are minimum acceptable requirements . Any attachments , documents , price lists , etc . to support your bid , must include the bid number . Bid specifications may not be revised without an official written addendum issued by Purchasing . 9 . 1 All work and materials must meet or exceed all applicable industry standards , federal regulations , A . S . T . M . standards , local codes and ordinances , and the State of Wisconsin ’ s Department of Transportation Standard Specifications for Highway and Structures Construction . 9 . 2 Prior to any work , the Contractor must conduct a comprehensive examination of the existing conditions and pavement . We have estimated the amount of these unsound areas and listed totals for each location in Attachment C . 9 . 3 Weather - No application may be performed or applied during inclement weather . Weather may include but is not limited to rain , snow , sleet , hail , thunderstorms , or any conditions that could compromise safety or product performance . 9 . 4 The Contractor shall notify the County at least 3 working days prior to starting the work . 9 . 5 Material to be used shall be a sealant fortified with polyester fibers , applied per manufacture ’ s specifications . Cover aggregate shall be Fracture Class A stone with 100 % passing a 3 / 8 slieve , 95 - 100 % passing a ¼ sieve and be pre - coated with 1 % 120 - 150 asphalt cement . Limestone or pea stone will not be permitted . Contractors may bid a sealant combo that meets or exceeds these specifications with approval from the County . 9 . 6 Send a complete list of all materials you propose to use for this project . If you are using material that differs from Specification 9 . 5 , you may use the addendum process to determine if that product meets Portage County Standards . This material list will be included in the addendum for formal review and approval 9 . 7 Application of surface and cracks to be treated shall be cleaned with approved cleaning equipment . Areas for repair shall be free of all foreign material , vegetation , and moisture . Routing may or may not be required . 9 . 8 Surface and / or cracks shall be sealed with a polyester fiber flex - patch sealant . Upon application of the sealant through the wand , the sealant must be hand squeegeed to insure proper coverage . Sealant shall be applied to both fill cracks as needed and provide coverage for surface usage on cupped cracked depressions ( transverse cross cracks ) and minor alligator areas . Squeegee range from 24 inches to 48 inches wide will be required pending severity of depressed area on cupped crack depressions . 9 . 9 An asphalt cement pre - coated , heated cover aggregate material shall be pneumatically sprayed over the surface of the sealant while still hot to insure stone penetration in the rubber . Traffic shall not be allowed on the material until it is cured , or it has blotted to prevent tracking . 9 . 10 Crack cleaning equipment shall consist of an air compressor capable of delivering a minimum of 250 cfm and capable of emitting air through the nozzle within the range of 70 to 150 p . s . i . The compressor ’ s air shall be free of moisture . 9 . 11 A heat lance shall be used which can dry and clean out the crack . Temperature at discharge shall be a minimum of 2 , 200 F and a discharge velocity of 3 , 000 ft / sec .

Location

Country

United States of America (USA)

State

Wisconsin

Source

Source

Wisconsin Purchasing Group

URL

More Details

Record type

Tender

Sector

Manufacturing (Industrial), Road

Article published date

2026-05-06

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