Site work for a civil project in Didsbury, Alberta. Completed plans call for site work for a bridge / tunnel; and road / highway.

Bridge File Replacement, Grading, Granular Base Course, Asphalt Concrete Pavement (EPS) and Other Work Bridge File 00382 Rosebud River Range Road 20 (SE 25-31-02 W5M) and Bridge File 02411 Rosebud River Township Road 320 (SE 02-32-02 W5M) Bridge File 00382 Standard Bridge Replacement, Road Upgrades, and Other Work: - Mobilization - Traffic Accommodation – Local Road Detour - Care of Water - Stripping - Milling Existing Asphalt - Remove and Salvage Guardrail - Demolition and Disposal of Existing Bridge Structure - Structural Excavation - Granular Backfill - Supply of Piling - HP 310 x 94 (Plain & Galvanized) - Pile Set-up - Pile Driving - Abutment, Pier and Wingwall Construction - Supply, Delivery and Erection of 8 m and 10 m Type SL-510 Girders - Installation Salvaged W-beam Guardrail and Supply and Install Thrie-Beam Bridgerail - Heavy Rock Riprap (Class 1) - Common Excavation - Import Borrow Material for Roadwork - Prepare Subgrade Surface 1st Layer - Granular Base Course (Des 2 Cl 25) - Supply of Aggregate – No Option - Asphalt Concrete Pavement (EPS) – mix type M1 - Topsoil Placement and Seeding - Roadway Lines – Supply Paint and Painting - Other Work This project will involve the replacement of the existing two span (6.1m each) Type HC Girder bridge on a treated timber substructure located at roadway station 1+000.000 with three (3) new 2700 mm diameter x 29 m long corrugated steel pipe (CSP) at roadway station 0+999.000 on a 0- degree skew at Bridge File 02411 carrying a local road (Township Road 32-0) over the Rosebud River near Olds, AB (SE 02-32-02 W5M). In addition to the bridge replacement work, approximately 400 m of Township Road 320 will be getting surfacing improvements. This will involve improvements to the local road and field approaches, the mill and fill of the existing ACP in certain areas, ACP reprofiling at the railway crossing, and an overlay. The scope of work for this project includes, but is not limited to, the following: Mobilization Site Occupancy Traffic Accommodation Care of Water Total Suspended Solids (TSS) Testing Removal and Disposal of Existing Bridge Structure Structural Excavation Channel Excavation Supply and Installation of new (3) 2700 mm diameter x 29.0 m long CSP’s Granular Backfill Non-Granular Backfill Supply and Installation of Class 1 Heavy Rock Rip Rap Supply and Installation of Class 2 Heavy Rock Rip Rap Roadway Work Erosion Control Barrier – Silt Fence Cold Milling Asphalt Pavement Granular Base Course – Des 2. Class 25 Asphalt Concrete Pavement – Type M1 (PG 52-34) Other Work