Bassano Dam Emergency Spillway Project
Location: Bassano, AB
The Bassano Dam Emergency Spillway Structure includes: 12,500m3 of cast-in-place structural concrete, 235,400m3 of excavation, 210,400m3 of backfill and embankments, the supply and installation of a 120m of precast bridge deck, the installation of 10 structural steel radial gates (10.5m x 8m) complete with hoists, 10 structural steel stop logs completed with hoist truss, and twin 5-ton hoists. The concrete scopes of work are being completed with one of NGLP’s owned batch plants. The general scope of work included in the Bassano Dam Emergency Spillway Project included:
- Clearing, grubbing & topsoil stripping
- Constructing 300lm earthen cofferdam in the Bow River reservoir
- Supply & installing sheet piling (1,200 sheets which were 12-14m long)
- Supplying & installing a deep well dewatering system
- Supply & placing of riprap, riprap bedding gravel, & filter gravel, and electrical and controls scopes.
A major lesson learned on the Bassano Dam project was regarding labour relations. NGLP was responsible for integrating workers from the Siksika Nation into a union-based building-trades workforce. Non-union employees within The Siksika Nation needed letters to work on the project which took time more time than was initially anticipated. Ultimately, NGLP was successful in creating a unified workforce by ensuring that all parties were aligned in their focus and ensuring Siksika members employed were given sufficient opportunities to get on the job training and grow their skill sets. NGLP was able to engage the design team in discussions about small design changes throughout the project. Minor constructability changes were made in agreement with the owner such as eliminating slab construction joints, the cut and fill mapping/sequencing and allowing for prefabrication of the electrical control building to be completed offsite. The common theme throughout this project – which allowed the on-time, on-budget completion of the work– was excellence in collaboration. NGLP successfully engaged the client and design team in discussions throughout the project regarding small design changes, such as those discussed in deviations; eliminating slab construction joints, the cut and fill mapping/sequencing and allowing for prefabrication of the electrical control building to be completed offsite. Furthermore, NGLP’s success in collaboration also extended to the lasting relationships built with members of the Siksika Nation. Another major success of the project was the work sequencing, which aligned to allow synergy between scopes. Through this well thought out sequencing, NGLP was able to have earthworks equipment operators operate mixer trucks during concrete pours, thus ensuring manpower was used efficiently and eliminated any duplications of manpower.
Contract Value
$36M
Prime Consultant
MPE Engineering
Project Owner
Eastern Irrigation District
Contract Format
Prequalified Lump Sum Contract
Completion Date
July 2019
Contract Duration
24 months