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This Solicitation opportunity from Government of Canada was posted on May 13, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Lethbridge County - Invitation to Bid - Culvert Drainage Improvements

Closed
AB-2026-03761Canada

Contract Overview

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

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NAICS: 237310
New
SLED
Bridge Structure Design and ConstructionThis contract entails the full design and construction of replacement bridge structure C-13-038, encompassing all necessary phases from structural engineering and foundation work to superstructure fabrication and final construction. It is issued by the Massachusetts Department of Transportation and is classified under the NAICS code 237310, which pertains to highway, street, and bridge construction services. The work is set to be performed in District 2 of Massachusetts, ensuring comprehensive delivery from conceptual design through completion of the bridge replacement. Issued as a subcontract opportunity with a response deadline of August 28, 2026, the contract requires a thorough approach to both engineering and construction aspects of the project. It calls for expertise in foundation and structural components as well as proficiency in fabrication and installation of the bridge superstructure, confirming the expectation for a fully integrated service provider capable of managing the entire bridge replacement process. The solicitation aims to secure a partner well-versed in bridge construction under the oversight of MassDOT, ensuring infrastructure standards and safety requirements are met.
Massachusetts Department of Transportation

POSTED

in about 2 months

DEADLINE

in about 2 months
NAICS: 237310
New
SLED
Call 001 612187-134319The project involves the design-build replacement of Bridge C-13-038 over State Route 116 (Chicopee Street) in District 2, Massachusetts, under procurement by the Massachusetts Department of Transportation (MassDOT). This is a lump sum contract structured as a Best Value Design-Build (BVDB) procurement, where selection is based on the lowest overall value rating—the total price divided by the cumulative technical score. The scope encompasses full civil, structural, traffic, stormwater, environmental, and utility coordination, including demolition of the existing bridge, new construction, temporary traffic control, public outreach, asbestos inspection and testing, and invasive species management. All unit prices are defined as all-inclusive, covering design, engineering, project management, quality control, equipment, transportation, installation, utilities, insurance, bonds, and warranty. The contract requires submission of both a technical proposal capped at 40 pages and a separate price proposal via the Bid Express platform, with a mandatory 5% bid bond. The technical evaluation is weighted 65% toward the design-build technical approach and 35% toward project management and coordination, with strict pass/fail gates for submission compliance, proper organization, and bid bond submission. The project must be completed within 2,039 calendar days from the anticipated Notice to Proceed date of December 8, 2026, with adjustments allowed if the completion date falls between December 1 and March 15. MassDOT mandates strict adherence to state laws, including MGL Chapter 149A (public construction labor standards), Chapter 268A (conflict of interest), and Chapter 30, §39M1/2 and §151/2 (procurement compliance). The contractor must implement a comprehensive Quality Control System with dedicated full-time managers for design, construction, and fabrication oversight, including independent oversight at fabrication plants beyond the fabricator’s own program. Non-conformance reports must be mitigated through defined procedures. Affirmative Action and Equal Employment Opportunity compliance is required, with firms of 50 or more employees and contracts over $50,000 needing an approved affirmative action plan on file with MassDOT. Disadvantaged Business Enterprise participation must be actively pursued. The contractor is responsible for all bonding, including performance and payment bonds for the full contract amount, and must comply with insurance and risk management standards. All documentation, including escrowed proposal materials, must be certified as complete and used solely
MASSDOT

POSTED

in about 2 months

DEADLINE

in about 2 months
NAICS: 237310
New
SLED
Alteration to Adjacent Bridge StructureThis contract involves performing modifications to Bridge Structure No. C-13-039 to support new alignment or construction activities associated with the primary bridge project. It is a subcontract opportunity issued by the Massachusetts Department of Transportation (MASSDOT), specifically for work within District 2. The project falls under the NAICS code 237310, which pertains to highway, street, and bridge construction. The contract was posted on August 28, 2026, with the response deadline on the same date, emphasizing the need for timely submissions. The scope of work centers on altering the adjacent bridge structure to ensure it accommodates the changes from the primary bridge construction or realignment. The solicitation does not specify any set-aside classifications or organizational requirements, indicating it is open to qualified subcontractors capable of managing bridge modification tasks. Further details and proposal submission instructions are accessible through the MASSDOT bidding portal.
MASSDOT

POSTED

in about 2 months

DEADLINE

in about 2 months
NAICS: 237310
New
SLED
New Bridge ConstructionThis contract involves the design and construction of Bridge Structure No. C-13-038 (D1U), covering all aspects from foundations and substructure to superstructure and deck. The project is managed by the Massachusetts Department of Transportation (MASSDOT) and falls under the subcontract category with the NAICS code 237310, which pertains to heavy and civil engineering construction. The work is to be performed in District 2, Massachusetts. The solicitation was posted and the response deadline set for August 28, 2026. The contract details focus on delivering a fully engineered and constructed bridge structure, ensuring compliance with all relevant standards. While specific agency office and contact details are not provided, interested parties can access additional information and submit proposals through the MASSDOT bidding platform. This project is a key infrastructure endeavor aimed at enhancing transportation facilities within the region.
MASSDOT

POSTED

in about 2 months

DEADLINE

in about 2 months
NAICS: 237310
New
SLED
Asphalt Paving and Site SurfacingThe contract for Asphalt Paving and Site Surfacing entails the placement and compaction of asphalt for parking lots, driveways, and access roads within the specified area of Arlington, Tennessee, with a zip code of 38002. This is a subcontract opportunity issued by the Tennessee Department of General Services under the NAICS code 237310, which categorizes it as a paving and site surfacing project. The solicitation was posted on July 10, 2026, and responses are due by August 20, 2026, at 7:00 PM. The work is to be performed at the designated location in Arlington, and while no specific set-aside details are provided, the contract is open for bid under the central procurement office’s invitation to bid system. All interested parties must submit their proposals through the official Tennessee General Services procurement portal prior to the deadline.
Tennessee Department of General Services

POSTED

in 3 days

DEADLINE

in about 1 month

AI Contract Overview

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Lethbridge County is soliciting bids for culvert drainage improvements along Range Road 21-1, Range Road 21-5, and Range Road 23-4, involving the removal and replacement of existing culverts with new installations to enhance drainage functionality. On Range Road 21-1, a new 1200 mm diameter centerline culvert will be installed adjacent to the existing 1200 mm CSP, which remains in place, along with a water gate at the upstream end whose design and cost are covered under a cash allowance. Range Road 21-5 requires removal of an existing 800 mm culvert and replacement with a new 800 mm culvert north of the campground at Station 0+665. Range Road 23-4 involves multiple culvert installations and removals as detailed in the Special Provisions and drawings. The scope of work encompasses traffic management, site isolation, geotextile installation, culvert supply and assembly, backfilling with material testing, hand-laid rip rap, gravel surfacing, topsoil placement, seeding, and permanent environmental protection measures. All work must comply with environmental and safety standards, with detailed specifications provided in the contract documents. Bids must be submitted by May 28, 2026, and inquiries should be directed to Bryce Lybbert, Contracting Authority at WSP.

General Info

Lethbridge County seeks bids for culvert replacements on three range roads with environmental, traffic, and drainage compliance requirements.

Agency

Government of Canada → Lethbridge County

NAICS

237310 - Highway, Street, and Bridge Construction View NAICS

Place of Performance

Alberta, CAN

Set-Aside

NONE

Documents

(0)

No documents available

AI Contract Breakdown

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyGovernment of Canada → Lethbridge County
Contacts1 person available
OfficeN/A
Organization / Agency
Government of Canada → Lethbridge County
Office AddressN/A
Contacts
Bryce LybbertContracting Authority
contact@example.gov

Full Description

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This Contract is for the replacement or construction of culverts. Range Road 21-1 (McNally Road) • The Contractor shall install a new 1200 mm diameter centerline culvert located between Township Road 8-2 and Hwy 508 (NE 15-10-2-W4M) over the County drainage ditch. The existing 1200 mm CSP is to remain in place. The new culvert will be installed next to the existing. • The Contractor is to remove and dispose of, and supply and install multiple culverts. See the culvert list in the Special Provisions and the attached Drawings for details. • The Contractor will be required to construct a water gate at the upstream end of the new 1200 mm culvert. Construction material and methodology will be determined with the successful Contractor, and the cost will be captured under the cash allowance. Range Road 21-5 • The Contractor is to remove and dispose of the 800 mm culvert and supply and install a new 800 mm culvert in the drainage ditch north of the campground (Station: 0+665). Range Road 23-4 • The Contractor is to remove and dispose of and supply and install multiple culverts. See the culvert list in the Special Provisions and the attached Drawings for details. The Scope of the Work includes, but is not limited to, the following: − Traffic Accommodation − Site isolation and care of water − Common excavation, including geotextile filter fabric − Supply and assembly of culvert materials − Backfill, including backfill material testing − Hand laid rip rap − Gravel surfacing − Topsoil and seeding − Permanent environmental protection devices