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Concrete Work (Plaza & Footings)

Active

State & Local

Response Deadline11/20/2026, 07:00:00 PM UTC

Contract Overview

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

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This subcontract agreement involves the provision of poured-in-place concrete services for park projects located in Lower Paxton Township, Dauphin County, Pennsylvania. The scope of work requires the contractor to pour and finish a concrete plaza and structural equipment footings. All work must be performed using Class AA concrete with a minimum strength of 3300 psi at 28 days, adhering strictly to PennDOT Pub. 408 Specifications. The project is categorized under NAICS code 238110 and is managed through Dauphin County. Interested parties must note that the response deadline for this opportunity is November 20, 2026. The final deliverables include the completed concrete plaza and all necessary structural footings as specified in the project requirements.

General Info

Concrete services for park plaza and footings in Lower Paxton Township by November 2026.

Agency

Pennsylvania → Dauphin County

NAICS

238110 - Poured Concrete Foundation and Structure Contractors

Place of Performance

Dauphin County, PA, USA

Set-Aside

NONE

Documents

This scope was carved out of 26LPT-01.

The full solicitation package (2 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Lingle Park – Pickleball Court Improvements

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Timeline

PostedOct 29

subcontract

Response DeadlineNov 20

Submission deadline

Response Deadline

11/20/2026, 07:00:00 PM UTCin 15 days

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Organization & Contact Information

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AgencyPennsylvania → Dauphin County

ContactsNo contacts available

OfficeN/A

Organization / AgencyPennsylvania → Dauphin County

Office AddressN/A

ContactsNo contact information available

Full Description

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Performs poured-in-place concrete work for prime contractors on Lower Paxton Township park projects. Pours and finishes concrete for the plaza and equipment footings using Class 'AA' concrete (min 3300 psi at 28 days) per PennDOT Pub. 408 Specifications. Delivers completed concrete plaza and structural footings.

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