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TENDER REVIEW
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New Fernie Elementary School + Child Care
Project Overview
Our piece is the civil/site package: clearing and rough grading the entire site, mass excavation and Reinforced Structural Fill (RSF) preparation under the building4, all underground servicing from 1,000 mm outside the building wall to municipal mains7, foundation drainage, road and parking lot construction, curbs, sidewalks, topsoil placement, and mechanical seeding. The main technical risks driving pricing are soft clayey silt subgrade12, seasonal high groundwater13, and a specified RSF system under all footings.
24-076-Fernie_Elementary_School-A_S_L_C_IFT_Spec_Stamped.pdf · p. 14
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Our Scope of Work
| Item | Specification | Notes |
|---|---|---|
| Topsoil stripping & stockpiling | Stockpile max 2.5 m high per 31 10 00; max 2.0 m per 32 91 19.13. Use the more conservative 2.0 m. | Do not excavate wet topsoil. Protect from erosion. |
| Mass excavation, building pad | Subcut 0.45 m below footing elevation for RSF; remove fill, disturbed, or water-softened soils. | Building footprint ~3,312 m² |
Risk Summary · High Impact
| Risk | Action Required |
|---|---|
| Soft clayey silt subgrade (SPT 1-9) from ~2 m depth across the entire site12 | RFI to clarify allowance for subgrade replacement; qualify excess as extra-to-contract. |
| Seasonal high groundwater (B2 = 1.75 m in Sept; spring peak higher)13 | Get quote for dewatering plan; qualify dewatering scope explicitly. |
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