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This Government Contract opportunity from New York was posted on May 6, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Precast Modular Block Retaining Wall Installation

Closed
State & Local

Contract Overview

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The contract requires the installation of precast modular block retaining walls with precise execution of layout, leveling, geogrid layering, and soil compaction to meet a minimum of 98% maximum dry density as defined by ASTM D698 standards. Joint tolerances must be maintained within half an inch to ensure structural integrity and compliance with engineering specifications. Work is to be performed in Erie, New York, under the oversight of the New York State Thruway Authority, and is classified as a subcontract with a NAICS code of 238990 for other heavy and civil engineering construction. The solicitation was posted and has the same deadline, indicating an immediate or closed procurement process, and all activities are confined to the designated place of performance without specified set-aside provisions.

General Info

Install precast retaining walls in Erie, NY, meeting 98% density and half-inch joint tolerances under NYSTA oversight.

Agency

New York State Thruway AuthorityView Agency

NAICS

238990 - All Other Specialty Trade ContractorsView NAICS

Place of Performance

Erie, NY, USA

Set-Aside

NONE

Documents

This scope was carved out of D215077.

The full solicitation package (8 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Call 077 D215077

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Timeline

PhaseClosed
Posted

subcontract

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyNew York State Thruway Authority
ContactsNo contacts available
OfficeN/A
Organization / Agency
New York State Thruway Authority
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

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Install precast modular blocks including layout, leveling, geogrid layering, and compaction to achieve 98% maximum dry density (ASTM D698) with joint tolerances within 1/2 inch.

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