We are using the FIDIC 1999 type of contract.
Has anyone successfully agued for an extension of time based on late payments by the employer.
If so, how were you able to justify a slow down in your work activity.
We have been paid late and are now 4 months behind schedule caused mainly by...
Ok thank you for the tips. I just joined this firm and they have no system in place and are closing two jobs in the next 3 weeks without having any well documented system in place from previous jobs. These 2 clients however want the proper trail of paper on close out.
Regarding Lessons...
We are in the process of closing out a construction project.
Any ideas of typical check lists that we can use or reference guides so we do not miss anything.
Also, any ideas on how to perform a review of the project, what worked / what did not work (like a Postmortem). Any format that may...
The first phase of the exercise is to determine whether these sections (round columns 900mm diameter x 65mm wall thickness) are availabe or can be manufactured and of course how long they would take to manufacture and deliver
The project is in the caribbean
Steel column manufacturers
Our client requires 900mm x 65mm wall thickness columns. These are heavy (appx. 1000 lbs). We require 40 foot columns, ASTM A 500 Grade C.
Any ideas on suppliers for these columns? They will likely be non ex-stock items
Thank you
We are working on a project in the Caribbean where we have expansive clays and a tropical climate. Is this application a possibility for these types of soils. Slopes range from 2H:1V to 4H:1V and are 10-20m in height.
Has anyone used any contractors for similar work in this region or aware of...
We have a 1:2 slope about 4m high as a ditch slope in very expensive clay soils. The slopes are clay fill compacted to 95% modified proctor.
Are you aware of any products that can stabilize such a slope. Soil nailing was one option mentioned. Do you have any other ideas. How does soil...
We are building an entertainment centre in very expansive clays in a tropical climate with a very wet and very dry season. The centre contains stands that will be supported on auger cast piles with a combination of pile caps and interconnecting beams. The floor slab as designed is not a...
