This Solicitation opportunity from Government of Canada was posted on January 29, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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FLOOD PROTECTION INFRASTRUCTURE PUMP STATION AND GRAVITY OUTFALL ST. ADOLPHE

Closed

7675Canada

Submission Closed02/18/2026, 06:00:00 PM UTC

Contract Overview

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

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NAICS: 237110

New

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Trenchless Installation of Concrete Pipe CulvertThe contract involves the trenchless installation of a reinforced concrete pipe culvert using techniques such as pipe jacking or auger boring. The scope of work includes all necessary activities such as pit excavation, alignment of the pipe, grouting to secure the pipe in place, and backfilling to restore the site. This method minimizes surface disruption and is suitable for installing culverts in areas where open trench excavation would be challenging. Issued by the Tennessee Department of Transportation (TDOT), the project is designated as a subcontract under NAICS code 237110, which covers water and sewer line construction. The work is to be performed in a location referred to as Lake, with all procurement activities including proposal submissions and deadlines centralized through TDOT's bidding platform. The response deadline for proposals is the same as the posting date, indicating a tight submission window for interested contractors.

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DEADLINE

Trenchless Pipe Culvert InstallationThis contract involves the installation of a pipe culvert using trenchless methods, requiring the contractor to provide all necessary labor, materials, equipment, and tools to complete the work in compliance with Tennessee Department of Transportation (TDOT) specifications. The project is categorized under NAICS code 237110, which pertains to water and sewer line and related structures construction. The work location is specified in the cities of Dickson and Hickman, Tennessee. The solicitation is a subcontract opportunity posted on June 26, 2026, with the response deadline on the same day. While there are no specified set-aside requirements or preferences, the contract is managed by TDOT and aligns with their standards and processes. Interested contractors can find additional information and submit proposals through the provided TDOT bid platform link.

POSTED

DEADLINE

Drainage System InstallationThe contract involves the installation of drainage infrastructure aimed at enhancing roadway stability and managing stormwater effectively. This subcontract is issued by the Tennessee Department of Transportation and is designated under the NAICS code 237110, which pertains to construction and related activities. The work is to be performed in the Dickson and Hickman areas. The solicitation and response deadline is set for June 26, 2026, ensuring timely submissions. While there are no specified set-aside provisions or detailed contact information provided, this project focuses on critical infrastructure improvements that support transportation safety and environmental management within the Tennessee region. Interested parties can access further details and submit proposals through the provided online portal.

Tennessee Department of Transportation

POSTED

DEADLINE

Existing Manhole Adjustment and RepairThe contract involves the adjustment and repair of five existing manholes to ensure they are properly graded and structurally sound following pavement rehabilitation work. This subcontract, issued by the Delaware Department of Transportation, is classified under NAICS code 237110, which pertains to water and sewer line and related structures construction. The work is to be performed in New Castle, Delaware, and is intended to maintain the integrity and functionality of the manholes in coordination with recent pavement improvements. Bidders must respond by the deadline on June 16, 2026, the same day the contract is posted. This project focuses on enhancing infrastructure reliability and safety by correcting any issues arising from the pavement rehabilitation process. As a subcontract, it likely supports a larger primary contract centered on roadway improvements in the area. The opportunity details and proposal submissions can be accessed through the Delaware Department of Transportation's bidding platform.

Delaware Department of Transportation

POSTED

DEADLINE

Utility Relocation CoordinationThe contract involves coordination with utility companies to facilitate the relocation or adjustment of existing utility infrastructure within the designated project corridor. This subcontract, issued by the Delaware Department of Transportation (DELDOT), specifically pertains to work taking place in Sussex. The goal is to ensure that utility modifications are managed efficiently to support the progress of the primary project without disruptions. Solicitations for this opportunity were both posted and due on June 16, 2026. The contract falls under the NAICS code 237110, which relates to utility system construction. While specific organization or set-aside types are not indicated, the subcontract emphasizes close collaboration with utility providers to synchronize their activities within the construction timeline. Further details and proposal submissions were managed through DELDOT’s online bidding platform.

DELDOT

POSTED

in 5 days

DEADLINE

in 5 days

AI Contract Overview

This contract involves the construction of a new flood pump station and gravity outfall at the St. Adolphe Valley Town Ring Dike, focusing on comprehensive flood protection infrastructure. The work includes expanding the inlet storage ditch, building a cast-in-place concrete pump station with a pre-engineered steel frame superstructure, installing various pressure and gravity drainage pipes, and constructing concrete weir and gate chambers. The scope further includes site preparation such as grubbing, clearing, excavation, and placement of impervious backfill, as well as specialized tasks like shoring for structures, installation of culvert gates, HDPE and reinforced concrete pipes, anti-seepage collars, and discharge piping. Additional components comprise structural elements including precast concrete piles, steel buildings, guardrails, ladders, and safety equipment, alongside mechanical, electrical, and instrumentation systems. The project also covers environmental management procedures, water control, access roads, placement of rip-rap stone and geotextile fabric, as well as erosion control via hydroseeding and mulching. Testing and commissioning works include pressure testing, television inspection of pipelines, and commissioning sequences with operation and maintenance manuals. Ancillary works such as fence erection, installation of steel bollards, and traffic control measures are included. The solicitation is managed by Manitoba Transportation and Infrastructure under the Government of Canada, with a response deadline set for mid-February 2026. The contract calls for a comprehensive delivery of a major flood infrastructure facility combining civil, structural, mechanical, and electrical disciplines to enhance flood protection capabilities for the community.

General Info

Construction of flood pump station, drainage systems, site prep, environmental controls, testing, and commissioning.

Agency

Government of Canada → Manitoba Transportation and Infrastructure - Tendering and Contracts

NAICS

237110 - Water and Sewer Line and Related Structures Construction View NAICS

Place of Performance

CAN

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

PhaseClosed

PostedJan 29

Solicitation

Response DeadlineFeb 18

Deadline has passed

Submission Closed

02/18/2026, 06:00:00 PM UTC

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Organization & Contact Information

AgencyGovernment of Canada → Manitoba Transportation and Infrastructure - Tendering and Contracts

Contacts1 person available

OfficeN/A

Organization / Agency

Government of Canada → Manitoba Transportation and Infrastructure - Tendering and Contracts

Office AddressN/A

Contacts

Allison SaniukContracting Authority

contact@example.gov

+1 (555) 000-0000

Full Description

Construction of a new flood pump station and gravity outfall on the St. Adolphe Valley Town Ring Dike, including inlet storage ditch expansion, construction of a new cast-in-place flood pump station with a pre-engineered steel frame superstructure, installation of both pressure and gravity drainage pipe, cast-in-place concrete weir structure, and construction of a cast-in-place concrete gate chamber. code : 100description : Mobilization of Equipmentquantity : 1unitOfMeasure : Lump-Sumcode : 5771description : Environmental Management Proceduresquantity : 1unitOfMeasure : Lump-Sumcode : 403description : Supply of Field Office Class Bquantity : 1unitOfMeasure : Lump-Sumcode : 5966description : Access Roads and Site Work Roadsquantity : 1unitOfMeasure : Lump-Sumcode : 5979description : Water Controlquantity : 1unitOfMeasure : Lump-Sumcode : 121description : Grubbingquantity : 3000unitOfMeasure : Square Metercode : 122description : Clearing and Grubbingquantity : 2000unitOfMeasure : Square Metercode : 162description : Topsoil Excavationquantity : 2250unitOfMeasure : Cubic Metercode : 163description : Common Excavationquantity : 4000unitOfMeasure : Cubic Metercode : 1404description : Placing Impervious Backfill (and Supply)quantity : 13100unitOfMeasure : Cubic Metercode : 1040description : Supply & Install Straw Wattlequantity : 20unitOfMeasure : Metercode : 5610description : Shoring (Pump Station)quantity : 1unitOfMeasure : Lump-Sumcode : 5610description : Shoring (Gate Chamber)quantity : 1unitOfMeasure : Lump-Sumcode : 1488description : Weir Chamberquantity : 1unitOfMeasure : Unitcode : 1458description : Gate Chamberquantity : 1unitOfMeasure : Lump-Sumcode : 1470description : Culvert Flap Gatequantity : 1unitOfMeasure : Unitcode : 1471description : Culvert Sluice Gatequantity : 1unitOfMeasure : Unitcode : 1460description : Inlet Structurequantity : 1unitOfMeasure : Lump-Sumcode : 188description : Supply & Place HDPE Pipe, 600 mmquantity : 180unitOfMeasure : Metercode : 186description : Supply & Place HDPE Pipe, 300 mmquantity : 35unitOfMeasure : Metercode : 7000description : Supply & Place HDPE Pipe, 50 mmquantity : 80unitOfMeasure : Metercode : 1489description : Steel Discharge Pipequantity : 10unitOfMeasure : Metercode : 7001description : Supply and Place Reinforced Concrete Pipe (1050 mm)quantity : 54unitOfMeasure : Metercode : 158description : Supply & Place Corrugated Steel Pipe (1200 mm)quantity : 20unitOfMeasure : Metercode : 158description : Supply & Place Corrugated Steel Pipe (1800 mm)quantity : 90unitOfMeasure : Metercode : 1459description : Culvert Grate (600 mm)quantity : 2unitOfMeasure : Unitcode : 1459description : Culvert Grate (1800 mm)quantity : 1unitOfMeasure : Unitcode : 1359description : Supply & Install Anti-Seepage Collars (600 mm)quantity : 6unitOfMeasure : Unitcode : 1359description : Supply & Install Anti-Seepage Collars (1800 mm)quantity : 5unitOfMeasure : Unitcode : 1505description : Forcemain Pressure Testingquantity : 2unitOfMeasure : Eachcode : 799description : Television Inspectionquantity : 379unitOfMeasure : Metercode : 3117description : Geotextile Non-Wovenquantity : 2500unitOfMeasure : Square Metercode : 213description : Stone Rip-Rap, Class 350quantity : 900unitOfMeasure : Metric Ton/Tonnecode : 215description : Stone Rip-Rap, Class 450quantity : 450unitOfMeasure : Metric Ton/Tonnecode : 981description : Shear Key Trenchingquantity : 450unitOfMeasure : Metric Ton/Tonnecode : 5981description : Supplying & Driving Precast Concrete Pilesquantity : 1unitOfMeasure : Lump-Sumcode : 1490description : Monitoringquantity : 1unitOfMeasure : Lump-Sumcode : 1491description : Pump Stationquantity : 1unitOfMeasure : Lump-Sumcode : 1492description : Slide Gatequantity : 1unitOfMeasure : Lump-Sumcode : 1494description : Portable Electric Actuatorquantity : 1unitOfMeasure : Lump-Sumcode : 1496description : Guardrailquantity : 1unitOfMeasure : Lump-Sumcode : 1497description : Ladderquantity : 1unitOfMeasure : Lump-Sumcode : 1498description : Trash Rackquantity : 1unitOfMeasure : Lump-Sumcode : 6033description : Supply & Install Pre-Engineered Steel Buildingquantity : 1unitOfMeasure : Lump-Sumcode : 1274description : Mechanicalquantity : 1unitOfMeasure : Lump-Sumcode : 1499description : Fire Safety Equipmentquantity : 1unitOfMeasure : Lump-Sumcode : 1500description : Electrical and Instrumentation Systemquantity : 1unitOfMeasure : Lump-Sumcode : 1501description : Pumpsquantity : 1unitOfMeasure : Lump-Sumcode : 1502description : Sump Pumpquantity : 1unitOfMeasure : Lump-Sumcode : 1503description : Operation and Maintenance Manualquantity : 1unitOfMeasure : Lump-Sumcode : 1504description : Commissioning and Testingquantity : 1unitOfMeasure : Lump-Sumcode : 310description : Granular Base Course Class "A"quantity : 608unitOfMeasure : Metric Ton/Tonnecode : 312description : Granular Base Course Class "C"quantity : 1215unitOfMeasure : Metric Ton/Tonnecode : 6011description : Supply & Install Steel Bollardsquantity : 8unitOfMeasure : Eachcode : 950description : Erecting Fencequantity : 65unitOfMeasure : Metercode : 1472description : Access Gatequantity : 1unitOfMeasure : Unitcode : 705description : Hydroseeding & Mulchingquantity : 15000unitOfMeasure : Square Metercode : 182description : Standbyquantity : 50unitOfMeasure : Hourcode : 101description : Traffic Control Level Iquantity : 1unitOfMeasure : Lump-Sumcode : 7002description : 19 mm Clean Rockquantity : 80unitOfMeasure : Metric Ton/Tonnecode : 7003description : Supply and Place HDPE Pipe, 100 mmquantity : 10unitOfMeasure : Metercode : 7004description : Cautious Excavationquantity : 40unitOfMeasure : HourBidding and Documents are available on http://www.merx.com. Fees may apply; See https://www.merx.com/public/pricing for more information.