Other than the tradeoff for less excavation and backfill versus the shoring box rental for Exercise 7,
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Other than the tradeoff for less excavation and backfill versus the shoring box rental for Exercise 7, what are some additional complications and potential costs an estimator might consider for a slope cut of this magnitude?
Data from exercise 7
The contractor installing the sewer pipe in Figures 16.3 and 16.4 chose a moveable trench shoring system over a 1:1 slope cut excavation. Calculate the contractor’s overall savings for this approach utilizing the excavation conversion process and pricing discussed with structural excavation in Chapters 6 and 10. Assume the native soils are sufficient for backfill.
Figures 16.3
Figure 16.4
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Related Book For
Construction Cost Estimating
ISBN: 9780367902681
1st Edition
Authors: John E. Schaufelberger, Len Holm
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