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Petrifying Springs Parking Addition

Active
2623State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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Kenosha County, Wisconsin, is seeking bids for the Petrifying Springs Parking Addition project located at 964 Petrifying Springs Rd. The scope of work involves expanding the existing parking facilities through a series of infrastructure improvements, including the removal and disposal of old asphalt, clearing and grubbing of trees, and the installation of new concrete curb and gutter. The project also requires the replacement of inlets, installation of RCP and PVC storm sewer piping, and the placement of hot-mix asphalt binder and surface courses. Additional requirements include proof-rolling the aggregate base, installing geogrid, and implementing erosion control measures with topsoil, seeding, and emat restoration. This solicitation, identified by number 2623, was posted on August 26, 2026, and requires a response by September 23, 2026. Interested parties may contact Matthew Fleming for further information regarding this SLED organization procurement.

General Info

Kenosha County seeks bids for Petrifying Springs parking expansion, due September 23, 2026.

Agency

Wisconsin → Kenosha CountyView Agency

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

WI, USA

Set-Aside

NONE

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Timeline

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Organization & Contact Information

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AgencyWisconsin → Kenosha County
Contacts1 person available
OfficeWI, USA
Organization / Agency
Wisconsin → Kenosha County
View Agency Profile
Office AddressWI, USA

Full Description

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The County of Kenosha Wisconsin (County), through its Purchasing Division (Purchasing), requests bids to establish a contract to expand parking at Petrifying Springs Park, 964 Petrifying Springs Rd, Kenosha, WI 53144.Work includes, but is not limited to, the following:a. Existing asphalt removal and disposal.b. Clearing and Grubbing of existing trees as denoted on the plans.c. Proof-rolling of existing aggregate base to identify locations for excavation of unsuitable aggregate base and/or subgrade materials, including excavation, compaction of subgrade, installation of geogrid, and placement of breaker run backfill.d. Saw-cutting, spot removal and disposal curb & gutter immediately adjacent to the roadway.e. Installation of new concrete curb & gutter.f. Removal and replacement of new inlets including placing salvaged inlet covers and new covers. Placement of RCP and PVC storm sewer piping and coring into existing structures.g. Preparation of existing aggregate base together with geogrid prior to hot-mix asphalt (HMA) pavement being placed.h. Placement of HMA binder and surface course pavements:1) Binder course: 3 LT 58-28 S (2.5” lift thickness)2) Surface course: 5 LT 58-28 S (1.5” lift thickness)i. Erosion control devices as well as restoration using topsoil, seeding and emat.

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Kiewit Infrastructure West Co.

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about 16 hours ago

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in 16 days
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