graybeach
Structural
- Aug 18, 2005
- 522
This might seem trivial, but my utility is really cracking down on contract claims and extras.
Currently I am preparing bid documents for a removing debris (tree stumps, trunks and branches, mainly) from the intake area of a medium size hydropower plant. Does anyone have any ideas of what the basis of payment should be? Should we pay by CY and measure the pay quantity by the number of trucks that get filled? Is there some way to make sure the contractor packs the debris efficiently?
Based on a 2005 dive inspection report I calculate that there is roughly 200 CY of debris, and I probably should have another dive inspection done before going to bid. In any case, should I multiply the estimated quantity by a bulking factor? What would be a good factor, 1.3 or so?
Thanks!
Currently I am preparing bid documents for a removing debris (tree stumps, trunks and branches, mainly) from the intake area of a medium size hydropower plant. Does anyone have any ideas of what the basis of payment should be? Should we pay by CY and measure the pay quantity by the number of trucks that get filled? Is there some way to make sure the contractor packs the debris efficiently?
Based on a 2005 dive inspection report I calculate that there is roughly 200 CY of debris, and I probably should have another dive inspection done before going to bid. In any case, should I multiply the estimated quantity by a bulking factor? What would be a good factor, 1.3 or so?
Thanks!