Active Tender Opportunities

The Work includes the removal of the existing 3 x 2100 mm corrugated steel pipe (CSP) culverts and the supply and installation of a 3900 mm structural plate CSP (SPCSP), a 2100 mm diametre relief culvert, inlet and outlet structures, debris deflector, dissipation pool and channel improvements.

Current scope of work includes a 700mm HDPE drainage pipe to convey water from Mini Road down to the shore, including a dissipation structure, and excavation of failures to increase slope stabilization.

Current scope of work includes a 700mm HDPE drainage pipe to convey water from Mini Road down to the shore, including a dissipation structure, and excavation of failures to increase slope stabilization.

Hot-in-Place Recycling for Hwy 3 Mackie FSR to Kinnaird O/P and Kinnaird O/P to Columbia River Bridge, H6 Pass Cr Rd to Storbo Rd North Entrance, and Robson Rd. (245,000 m2 and 6,000 tonnes of admix) (63.5 LANE KMS). Mill 50mm Pave 50mm travel lane only on ramps at H3/H22 intersection and Robson Rd/H3A intersection.

Mobilization, traffic and quality management, CEMP, working office, deck survey, concrete deck scarification, partial and full depth repairs, deck joints and armoring, formwork/falsework for deck slab, reinforcing steel, bridge jacking/concerte bearing pedestal, bearing assemblies, steelwork, high pressure water blast clearing, supply/placement/curing of deck infill and overlay concrete, deck drains, approach asphalt paving, site cleanup and restoration.

Installation of inlaid durabable line markings for center line and lane lines on Highway 5N from Birch Island to Madd River, on Highway 1 from the Highway 97B intersection to Canoe, and lane line on Highway 5 from Merritt to the Helmer interchange.

This contract requires the following: 560m of Right of Way Falling and Subgrade construction, three culvert installs (culverts supplied by the Ministry), one wood box culvert installation, and surfacing of the North Hirsch A64088-3 FSR (Spur 1) for 560m from the start of construction. The construction is necessary for the assembly and installation of the supplied 27 m bridge. No further construction is anticipated past 0+560 m.

Intersection improvements along Highway 97. Includes installation of traffic signal at Trepanier Bench Road, highway widening and left turn lane at Buchanan Road (South) and installation of concrete median at Buchanan Road (North).

Milling of centreline and shoulder rumble strips to prevent vehicles from leaving their intended lane of travel.

Texas Creek Slide, Zones 1 & 3, Highway 12, Wood Pole Supported Mesh Repair and Rockfall Attenuator Repair.

The replacement of drainage culverts at Site 5 and 6 including stream channel enhancements and minor roadworks on Isabella Point Road and Roland Road. Site 6 requires design and construction of a tote road for access from Roland Road to the foreshore area to construct the toe, install drainage, fuse HDPE pipe, and build back up the slope.

This project includes slope stabilization along MOTT SRW, including temporary Marine Access by barge, existing outfall and drainage pipe removal.

The Roberts Bank Causeway Shoreline Protection Project is located along the north side of the Roberts Bank causeway, approximately 4 kilometres offshore from Delta, BC. The Project proposes to rehabilitate approximately 700 m of shoreline that provides a separation of grade between rail tracks and the intertidal zone and currently vulnerable to erosion and damage caused by increase wave exposure during winter storm events.

This is a Major Works contract for bridge repair of three bridges in the Bull River drainage, within the Rocky Mountain Natural Resource District. The bridge repair works are scheduled for summer to early Fall 2025 (mid July to late September).

Project consists of stabilization of a landslide located at 11.5 km on the Ashton Mara East (Skyline) FSR. Works will include:

Drilling, blasting, loading and hauling of rock material required for the channel works and slope stabilization.
Removal and disposal of the existing 800mm culvert, 600mm culvert and flume, and existing log crib retaining wall at the site.
Placement of rip rap to stabilize creek channel.
Removal of existing landslide material and placing a rockfill buttress.
Excavation and disposal of over steepened, unstable material associated with the landslide site

Work Required - N6-041A is a 12.0m o/o Concrete slab bridge on spread footings. This replaces 2(two) 1800mm x 1200mm x 12m CMP Pipes. As part of this installation contract, the contractor shall coordinate delivery and be responsible for unloading on site of all substructure components, bearing assemblies, concrete cap beams, approach barriers and signs. Rehabilitation of the old road and disposal of existing culverts at an approved facility.

The proposed contract is for the maintenance, deactivation and construction of forestry roads, bridges and log dumps in the Strait of Georgia Business Area. The work will primarily be in but is not exclusive to the Atluck, Artlish, Fair Harbour, Heber, Saunders, Jacklah and Burman operating areas. An offshore additive will be applied for work areas in remote locations where barging and boating are required to access the work.

The objective of this contract is to construct approximately 1.1km of new Forest Service Road based on a Geometric Road Design and field control measures. The road construction involves all phases of road construction including timber cut and removal, end haul, drill and blast rock, placed rock fills and surfacing.

The purpose of this contract is to reinstate permanent access beyond 3.9 km on the Peers Forest Service Road (FSR). A new location for the FSR is to be constructed from 3+672 m to 4+868 m to avoid a heavily damaged section of the existing FSR. The work will involve road reactivation, installation of a modified ford crossing, new road construction, and deactivation of the heavily damaged section of the existing FSR.

The City is looking for proponents to submit proposals to Design a new 18-meter x 1.5 m wide walkway, stairs, railings (handrails and guard rails), landings, and all structural connections including foundation types.

Replacement of the existing watermain and associated components on Wood Lane Road within RDEK's East Side Lake Windermere Water System.

• 3400m2 of full-depth asphalt replacement
• 1760m2 of asphalt MUP construction (4.4m wide)
• 455m of concrete barrier curb and gutter
• 300m3 of Owner supplied embankment fill
• 260m2 of concrete driveway letdown/crossings

The bridge is an approximately 130 meters long, timber bent bridge with an asphalt wearing surface and concrete abutments. There are two lanes of traffic with a single pedestrian walkway which has a timber deck. Beneath the asphalt wearing surface, is laminated timber decking consisting of 75x265mm members, tensioned with Dwidag threadrods. The threadrods are used to hold the decking together tightly and help the decking act as one solid member. There are twenty (20) bents in total, with five (5) 300x300mm creosote treated timber piles and75x265mm cross bracing. The bridge has no posted load limit.

The City of Castlegar is seeking proposals from qualified contractors to provide asphaltic patching and paving services within the City for a 1-year term. The selected contractor will be responsible for the supply, placement, and compaction of hot mix asphalt to repair and maintain municipal roads.

The City of Port Moody requests proposals for roadway rehabilitation on Viewmount Drive, Viewmount Place, Taseko Lane, Albert Street, and Hope Street.

Corridor improvements along Victoria Road South between Dunham Cresent and Prairie Valley Road, as well as along Dale Meadows Road from Dale Meadows Park entrance to Victoria Road South. These corridor improvements include sidewalk, multi-use pathway, road works, storm main, water main and infrastructure replacements. Construction also includes restoration of any disturbed landscaping and shoulders.

This Invitation to Tender is an invitation by the City of Abbotsford to prospective bidders to submit bids for Huntingdon Road at Pepin Brook Crossing – Culvert Repair.

The Village would like to repair various sections of road in town with asphalt pavement. Some of the areas may have a base failure. Once the asphalt has been removed, the base will be evaluated. The contract scope includes rebuilding those sections of base if required. The road profile is to be maintained for small patches, and a minimum 2% grade for large patches that extend to the lane edge. MMCD standards are used where applicable. Other paving may be added using unit rates.

The District of Squamish is seeking a contractor to install 397m of new, 6” HDPE sanitary forcemain along Madill/Garibaldi Avenue and complete relevant upgrades to the Madill Lift Station as per the attached design drawings and specifications. The existing forcemain on Madill/Buckley is at end of life and needs to be replaced. The work is defined in detail in the engineering drawings/specifications which can be found in the Documents module on the Bids & Tenders project page.

Construction of river bank erosion along the Bulkley River near Rosenthal Road.

BRIDGE CULVERT INSTALLATION AND OTHER WORK
HWY 834:02 BF 7816 - Carrying Highway 834 over Amisk Creek, North of Round Hill
kilometre 22.527 to 22.527

CENTRAL REGION

APPROXIMATE QUANTITIES:

1 Lump Sum Excavation - Structural
54 Metre CSP with Couplers – Supply
1 Lump Sum Roadway Work
1 Lump Sum Removal of Detour Road and Site Restoration
351 Metres High Tension Cable Barrier - - Supply and Install

Contractor to supply all materials.

BRIDGE CULVERT INSTALLATION AND OTHER WORK
HWY 834:02 BF 7816 - Carrying Highway 834 over Amisk Creek, North of Round Hill
kilometre 22.527 to 22.527
APPROXIMATE QUANTITIES:

1 Lump Sum Excavation - Structural
54 Metre CSP with Couplers – Supply
1 Lump Sum Roadway Work
1 Lump Sum Removal of Detour Road and Site Restoration
351 Metres High Tension Cable Barrier - - Supply and Install

Contractor to supply all materials.

Cold Milling, Asphalt Concrete Pavement (ACP) and Other Work

13:06, 0.5 Km W of West Jct. of Hwy 13A to East Jct. of Hwy 13A
kilometre 29.330 to 35.020

795:06, Hwy 13 to Twp Rd 480
kilometre 0.000 to 16.300

616:06, 3 Km W of Hwy 780 to Hwy 795
kilometre 8.250 to 19.689

CENTRAL REGION

APPROXIMATE QUANTITIES:

39,990 Tonne Supply of Aggregate - With Option
140,000 Square Metre Cold Milling Asphalt Pavement - 50 mm Depth
39,480 Tonne Asphalt Concrete Pavement - EPS Mix Type M1 (PG 52-34)
537.21 Metre Strong Post W-Beam Guardrail - Supply and Install
33.43 Kilometre Roadway Lines - Supplying Paint and Painting (Directional Dividing and 2 Edge Lines)
1 Lump Sum BF07491 - Two-Layer W-beam Bridgerail - Supply and Install
1 Lump Sum BF07491 - Approach Rail Transitions - Supply and Install

Contractor to supply all materials.
Contract Completion Date: October 15, 2025.

Cold Milling, Asphalt Concrete Pavement (ACP) and Other Work

610:04, Hwy 899 to Hwy 17
kilometre 15.330 to 30.377

894:02, Hwy 610 to Hwy 14
kilometre 0.000 to 10.144

CENTRAL REGION

APPROXIMATE QUANTITIES:

28,000 Tonne Supply of Aggregate - With Option
230,000 Square Metre Cold Milling Asphalt Pavement - 50 mm Depth
27,690 Tonne Asphalt Concrete Pavement - EPS Mix Type M1 (PG 52-34)
303 Metre High Tension Cable Barrier (TL-3, design dynamic deflection 2.4 m) - Supply and Install
25.19 Kilometre Roadway Lines - Supplying Paint and Painting (Directional Dividing and 2 Edge Lines)
27.39 Kilometre Milled Rumble Strip - Shoulder
14.90 Kilometre Milled Rumble Strip - Centreline

Contractor to supply all materials.

Grade Widening, Granular Base Course, Cold Milling, Asphalt Concrete Pavement, Milled Rumble Strips and Other Work
88:02 Hwy 88:02 Grade Widening and Passing Lanes (Priority Work 2025)
kilometre 13.660 to 16.900 (NBL)

NORTH CENTRAL Region
APPROXIMATE QUANTITIES:

36,800 M3 - Common Excavation
11,400 M3 - Borrow Excavation - Contractor Supplied
41,650 Tonnes - Granular Base Course Des. 2 Class 25
25,000 Tonnes - Asphalt Concrete Pavement - EPS Mix Type H2 (PG 58-37)
9.04 Km - Roadway Lines - Supplying Paint and Painting
9.72 Km - Milled Rumble Strip – Centreline and Shoulder

Contractor to supply all materials.

Contract Completion Date: October 15, 2025.

Bridge Culvert Replacement and Other Work
585:02, B.F. 73127 - Carrying Highway 585:02 over Tributary to Ghostpine Creek, 8 km East of Trochu, AB
kilometre 9.315 to 9.315

Bridge Culvert Replacement and Other Work
45:08, B.F. 73865 - Carrying Highway 45:08 over Tributary to Slawa Creek, 1 km East of Myrnam, AB
kilometre 37.697 to 37.697
CENTRAL REGION

APPROXIMATE QUANTITIES:

BF 73127:
1 Lump Sum Traffic Accommodation for Bridge Construction
1 Lump Sum Demolition and Disposal of Bridge Structure
65 Metre SWSP - Supply (2.13 m OD)
65 Metre SWSP - Bore (2.13 m OD)
95 Cubic Metre Grouting of Abandoned Culverts

BF 73865:
1 Lump Sum Traffic Accommodation for Bridge Construction
1 Lump Sum Demolition and Disposal of Bridge Structure
38 Metre SWSP - Supply (2.44 m OD)
38 Metre SWSP - Bore (2.44 m OD)
75 Cubic Metre Grouting of Abandoned Culverts

Contractor to supply all materials.

2:26 Highway 2 Safety Improvements (N. of Hwy. 604 to Hwy. 53) kilometre 35.160 to 45.196 (NBL,SBL)
2:28 Highway 2 Safety Improvements (Hwy. 53 to N. of Hwy. 611) kilometre 0.000 to 19.800 (NBL,SBL)