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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.

Roadwork-SUPPLY&INSTALLATION CULVERTS by open excavation HWY 310 CS: 310-03

Closed
SK-HWY-H26049-APPNCanada

Contract Overview

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

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NAICS: 237310
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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.
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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

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in about 2 months

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in about 2 months
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

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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

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in about 2 months
NAICS: 237310
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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

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in about 1 month

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The Government of Saskatchewan, through SaskBuilds and Procurement, is preparing to procure a contractor for the supply and installation of six culverts along Highway No. 310, approximately five kilometers south of its intersection with Highway No. 16 near Foam Lake. The project involves replacing existing culverts with one 1,000 mm diameter, one 1,800 mm diameter, and four 2,200 mm diameter polymer laminated corrugated steel pipes, totaling 176 meters in length, installed via open excavation. The culverts vary in length from 26 to 37 meters, with wall thicknesses of 2.0 mm and specific corrugation profiles, and one unit may be replaced with high-density polyethylene or reinforced concrete pipe. The work is tentatively scheduled to begin as early as June 2026 and must be completed no later than August 31, 2026, with a shortened advertising and bidding period. All quantities, including granular base course, asphalt concrete, various types of riprap, granular backfill, and geotextiles, are preliminary estimates and subject to revision in the formal tender documents. The contractor will be responsible for supplying all necessary materials, including borrow material, erosion control components, and culvert markers. This procurement is issued under solicitation number SK-HWY-H26049-APPN, with the notice posted on May 13, 2026, and responses due by May 28, 2026. The project falls under NAICS code 237310 for highway and street construction. All inquiries must be directed to RFXquestions@gov.sk.ca with the subject line “H26048- Advance Notice.” The government retains the right to cancel the tender without notice. The work area is located in Saskatchewan, and while the agency name references the Government of Canada, the actual managing body is the provincial Saskatchewan government under SaskBuilds and Procurement. The point of contact for questions is the SBP Construction team, and no set-aside provisions are indicated. Detailed tender documents will be made available following this advance notice, and bidders are advised to prepare based on the provided preliminary data while acknowledging that final specifications may evolve.

General Info

Supply and installation of six culverts near Foam Lake with excavation, asphalt, and backfill by November 2026.

Agency

Government of Canada → SaskBuilds and Procurement

NAICS

237310 - Highway, Street, and Bridge Construction View NAICS

Place of Performance

Saskatchewan, CAN

Set-Aside

NONE

Documents

(0)

No documents available

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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 → SaskBuilds and Procurement
Contacts1 person available
OfficeN/A
Organization / Agency
Government of Canada → SaskBuilds and Procurement
Office AddressN/A
Contacts
SBP ConstructionContracting Authority
contact@example.gov

Full Description

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Purpose of this Advance Proposed Procurement Notice: This is an advance notice for the procurement of a Contractor to complete 6 culvert replacements near Foam Lake, Saskatchewan. Please note that all quantities and project details are subject to change. This tender will have a shortened advertising period and will have an early completion date. The work is expected to take place as early as June 2026, with a specified completion date as early as August 31, 2026. The Ministry reserves the right to not proceed with advertising this work. Description of the Procurement: SUPPLY AND INSTALLATION OF ONE 1 000 mm DIAMETER, ONE 1 800 mm DIAMETER, AND FOUR 2 200 mm DIAMETER POLYMER LAMINATED CORRUGATED STEEL PIPE CULVERTS by open excavation of the Roadway on Highway No. 310, approximately 5 km south of its junction with Highway No. 16; for a TOTAL LENGTH OF 176 m. Any questions regarding the above can be sent to RFXquestions@gov.sk.caca with the subject line: “H26048- Advance Notice”. Tender documents will be added when available. Additional InformationEstimated quantities of materials (subject to change): The following quantities are initial design estimates and are subject to change in the issued tender documents. Proposed culverts: (51.596253, -103.539308) 1 – 2 200 mm x 27 m long, Polymer Laminated Corrugated Steel Pipe, 125 mm x 25 mm corrugations, 2.0 mm wall thickness (51.592751, -103.539350) 1 – 2 200 mm x 26 m long, Polymer Laminated Corrugated Steel Pipe, 125 mm x 25 mm corrugations, 2.0 mm wall thickness (51.587907, -103.539334) 1 – 2 200 mm x 31 m long, Polymer Laminated Corrugated Steel Pipe, 125 mm x 25 mm corrugations, 2.0 mm wall thickness (51.579564, -103.539307) 1 – 2 200 mm x 37 m long, Polymer Laminated Corrugated Steel Pipe, 125 mm x 25 mm corrugations, 2.0 mm wall thickness (51.52194, -103.53925) 1 – 1 800 mm x 28 m long, Polymer Laminated Corrugated Steel Pipe, 125 mm x 25 mm corrugations, 2.0 mm wall thickness (51.62336, -103.53941) 1 – 1 000 mm x 27 m long, Polymer Laminated Corrugated Steel Pipe with 68 mm x 13 mm corrugations, 2.0 mm wall thickness, or High Density Polyethylene Pipe, or Reinforced Concrete Pipe Granular Base Course – 1 220 t Asphalt Concrete – 410 t Riprap Type 1 – 460 m3 Riprap Type 2 – 315 m3 Granular Backfill – 4 700 t Approximate Embankment Height = 4.0 m (27 m x 2 200 mm culvert), 3.3 m (26 m x 2 200 mm culvert), 5.0 m (31 m x 2 200 mm culvert), 6.6 m (37 m x 2 200 mm culvert), 4.5 m (28 m x 1 800 mm culvert), 2.6 m (27 m x 1 000 mm culvert) The contractor will be responsible for supplying borrow material, granular backfill, geotextiles, riprap, granular base course, asphalt concrete, culvert markers, and erosion&