This Solicitation opportunity from Government of Canada was posted on May 8, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Lac La Biche County - Invitation to Bid - Bold Center Road Network Infrastructure Installation (Phase 1 and Phase 2)

Closed

AB-2026-03654Canada

Submission Closed05/29/2026, 03:00:00 PM UTC

Contract Overview

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

Active Opportunities Like This One

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.

POSTED

DEADLINE

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.

POSTED

DEADLINE

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

DEADLINE

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

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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

POSTED

in 3 days

DEADLINE

in about 1 month

AI Contract Overview

The contract involves comprehensive infrastructure upgrades along Bold Center Road in Alberta under Phase 1 and Phase 2, encompassing extensive earthworks, utility relocation, and new installations. Key activities include the removal and disposal of existing storm sewers, manholes, curbs, asphalt, concrete, and gravel base course, alongside the reuse of over 7,800 cubic meters of gravel base. New infrastructure includes 1,230 meters of 300mm PVC sanitary sewer, 1,438 meters of 525mm Ultra Rib storm sewer, 332 meters of 750mm and 402 meters of 900mm PVC Ultra X2 storm sewers, and a 900mm PVC line with a 1,200mm stainless steel casing installed via boring. Seven new 1,200mm and eleven new 1,500mm sulfate-resistant manholes are to be installed with floating frames and covers, along with tie-ins to existing systems. Watermain work includes 746 meters of 150mm and 300mm PVC DR18 pipe with associated gate valves, fire hydrants, and service connections. Storm and sanitary services must remain uninterrupted throughout construction through continuous bypass pumping, and water supply to residents must be maintained at all times. The project also entails extensive site reconstruction with 101,790 square meters of sub-grade preparation, 25,324 cubic meters of new gravel base course, 43,458 square meters of cement stabilization, and installation of geotextile and geogrid layers. Paving includes 59,412 square meters of hotmix asphalt in two lifts, coupled with pavement markings and signage. New features include 1,045 meters of concrete walk, 1,760 meters of concrete monowalk, 4,690 meters of curb and gutter, 345 meters of V-gutter, a 40 square meter retaining wall, and 35 new roadway light fixtures. Landscaping involves 27,876 square meters of topsoil, 19,512 square meters of mechanical seeding, and 8,364 square meters of sod. All work must ensure uninterrupted public access, adherence to design drawings, and compliance with site-specific conditions affecting material quantities and methods. The contract is issued by Lac

General Info

Lac La Biche County invites bids for Bold Center Road Infrastructure, phases 1 and 2.

Agency

Government of Canada → Lac La Biche County

NAICS

237310 - Highway, Street, and Bridge Construction View NAICS

Place of Performance

Alberta, CAN

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

PhaseClosed

PostedMay 8

Solicitation

Response DeadlineMay 29

Deadline has passed

Submission Closed

05/29/2026, 03:00:00 PM UTC

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Organization & Contact Information

AgencyGovernment of Canada → Lac La Biche County

Contacts1 person available

OfficeN/A

Organization / Agency

Government of Canada → Lac La Biche County

Office AddressN/A

Contacts

Dr. Amin Augustin Ph.D. P.EngContracting Authority

contact@example.gov

Full Description

SUMMARY OF WORK: The major items of work include the following approximate quantities: 1. General requirements including mobilization, de-mobilization and survey layout etc. 2. Remove and dispose 34m of existing 200mm dia. Storm Sewer 3. Remove and dispose of 5 v.m of existing 2 Manholes including Frame and Covers 4. Remove and dispose of 1 existing Curb & Gutters 5. Remove and dispose of 3,928m3 existing Asphalt (100mm-120mm depth) 6. Remove and dispose of / re-use 7,858m3 existing GBC (up to 300mm depth; subject to site condition and deletion) 7. Remove and dispose of 2,046m existing Curb & Gutters 8. Remove and dispose of 460m3 of existing Concrete (150mm -200mm depth; subject to site condition and deletion) 9. Remove and dispose of / submit existing 1 Fire Hydrant 10. Relocate (un-install and re-install complete) existing 17 Light Poles (single/double head) 11. 18,486m3 topsoil and organic material stripping, hauling to the designated area (within 1.0km), stockpiling and dispose off (300mm depth; subject to site conditions and deletion; subject to site conditions and deletion) 12. 31,252m3 common excavation including cut, fills, compaction, hauling to the designated area (within 1.0km) and stockpiling (subject to site condition and deletion) 13. 2,928m2 of existing asphalt milling (50mm depth) 14. Supply & install 60m, 3m wide trapezoidal day light channel including Class-1 riprap, geotextile complete; subject to site condition and deletion). 15. Supply & install new 1,230m, 300mm dia., PVC DR35 Sanitary Sewer (3m-5m depth) - shored vertical trench 16. Supply & install 7 new, 25.2 v.m of sulfate resistance 1,200mm diameter Manholes 17. Supply & install 7 new NF-80 (floating) Manhole’s Frame & Cover c/w Final Grade Adjustment 18. Tie-in 3 connections, 300mm dia. new Sanitary Sewer to existing Manholes 19. Tie-in 7 connections, 300mm dia. new Sanitary Sewer to existing Manholes including internal drop structure complete 20. Maintain (uninterrupted) sanitary services to all the residents throughout construction and bypass pumping of all sanitary flows including inflow and infiltration and back up pump from start till completion of project 21. Supply & install 31,746m3 clay complete including common excavation, cuts, fills, compaction, hauling and stockpiling (subject to site condition and deletion) 22. Over excavation and disposal of approximately 910m3 of unsuitable material (subject to site condition and deletion) 23. Over excavation and placement of 910m3 of Washed Rock (subject to site condition and deletion) 24. Approximately 300m of Special Foundation (1m wide, 150mm depth concrete subject to site condition and deletion) 25. Supply & install new 1,438m of Ultra Rib Storm Sewer 525mm dia. (3m-5m depth) – shored vertical trench 26. Supply & install new 332m of PVC Ultra X2, 750mm dia. (3m-5m depth) – shored vertical trench 27. Supply & install new 402m of PVC Ultra X2, 900mm dia. (3m-5m depth) – shored vertical trench 28. Supply & install 17 new, 51 v.m of sulfate resistance 1,200mm diameter Manholes 29. Supply & install 11 new, 54.2 v.m of sulfate resistance 1,500mm diameter Manholes 30. Supply & install 28 new NF-80 (floating) Manhole’s Frame & Cover c/w Final Grade Adjustment 31. Tie-in 4 connections of 525mm dia. new Storm Sewer to existing Manholes 32. Supply & install 2 new, 6.5 v.m of sulfate resistance 1,200mm diameter CB Manholes 33. Supply & install 64 new 610 CB with 250mm dia. leads complete 34. Supply & install 60m new 900mm dia., PVC Ultra X2 with steel casing pipe 1,200mm dia., 12.7mm thick stainless steel casing, spacer BWM-R or equivalent as per manufacturer specifications (3m - 5m depth; installed by cased boring/augering; subject to site condition and deletion) 35. Maintain (uninterrupted) stormwater / drainage throughout construction and bypass pumping of all stormwater / drainage flows and back up pump from start till completion of project 36. Supply & install new 82m of C-900, PVC DR18 Watermain 150mm dia. (3m depth) – shored vertical trench 37. Supply & install new 664m of C-900, PVC DR18 Watermain 300mm dia. (3m depth) – shored vertical trench 38. Supply and install 7 new, 300mm Gate Valve c/w Valve Box complete 39. Supply and install 4 new, 150mm Gate Valve c/w Valve Box complete 40. Supply and install 9 new Fire Hydrant, Valve and Lead complete 41. Tie-in 4 service connections, 150mm dia. to existing 300mm dia. Watermain complete 42. Tie-in 2 connections, 300mm dia. new Watermain to existing and new 300mm Watermains complete 43. Supply and install 9, 50mm dia. new Flush Point with plug complete 44. Maintain (uninterrupted) water supply to all the residents throughout construction 45. Supply and install 101,790m2 new Sub-Grade Preparation (150mm depth; subject to site condition and deletion) 46. Reuse and install 7,858m3 existing road’s Gravel Base Course (GBC; 300mm depth; subject to site condition and deletion) 47. Supply and install 25,324m3 new Gravel Base Course (GBC; 300mm depth; subject to site condition and deletion) 48. Supply and install 43,458m2 of Cement Stabilization (25Kg/m2/300mm) 49. Supply and install 101,790m2 of Geotextile (16oz/yd2; subject to site condition and deletion) 50. Supply and install 101,790m2 of Geogrid (subject to site condition and deletion) 51. Supply and install 59,412m2 of new Hotmix Asphalt Concrete Paving (120 mm depth; two lifts; 70mm and 50mm; subject to site condition and deletion) 52. Supply and install all pavement markings and signage complete (according to drawings 1200, 1201, 1202 & 1203) 53. Maintain (uninterrupted) access to public and all the residents throughout construction 54. Supply and install 35 new Cobra Head / Contemporary Coach / Galleon Lights complete complete (subject to site condition and deletion) 55. Supply and install 40m2 retaining wall as per drawing 1104 56. Supply and install new 1,045m, 1.5m wide Concrete Walk 57. Supply and install new 1,760m, 1.5m wide Concrete Monowalk 58. Supply and install new 4,690m of 150 Curb & 250mm Gutter (straight face) 59. Supply and install new 345m, 1m wide, 200mm thick V Gutter 60. Supply and install 382m2, 150mm thick Concrete (subject to site condition and deletion) 61. Supply and install 27,876m2 of new Topsoil (100 mm depth; subject to site condition and deletion) 62. Supply and install 19,512m2 Mechanical Seeding (subject to site condition and deletion) 63. Supply and install new 8,364m2 Sod (subject to site condition and deletion)