DGrayPPD
Mechanical
- Feb 2, 2017
- 300
Okay, so we have a new situation that I have no experience with and need some wisdom/advice. It will be a little difficult to explain but I will try my best.
In regards to construction tolerances for piping...
We designed a fire water system composed of the storage tank, pump house, and all piping. We tied in to two points on the water main. A survey was done on those points for us to use in our design. The design was completed a few months back and we have issued the approval and bid packages for the project. All bulk material has been purchased based off the IFB package. Now comes the issue that I am not sure how to handle.
The storage tank has been erected and hydrotested, and the pump house has also been set. The client sent us drawings this morning of a survey that was done on all the nozzles of the tank post hydro and of the pump house. There were also various TOC points noted on the drawings. None of the nozzles and equipment is exactly where we told them to put it, which I expect as nothing is ever perfect. However, the tank was set 4" closer to the pump house than what it was supposed to be and none of the nozzles post construction are rotated and set exactly where they were during our design. Some are off 3/16" N or E, others up to 1 3/16".
Now, our PM is wanting to go back and change all the drawings to match the survey data. We have never received as-built survey points on equipment like this before. My questions are as follows:
1) What is the proper procedure? Should our packages be updated to reflect errors made during construction?
2) If our package is left alone and there are spools that have to be cut in the field, who is responsible to the contractor for the extra work? How does the extra work get communicated?
3) Our PM wants to update the Isos to show all coordinate changes and to change dimensions but does not want to update the model. Is this a bad idea? Seems like a bad practice to me. The client wants an as-built model and the PM does not think the coordinate accuracy in the model is important.
I understand that nothing is ever constructed perfect to a computer model, but when it is off this much, I just do not know the proper course of action to take. Thank you for any help I can get.
In regards to construction tolerances for piping...
We designed a fire water system composed of the storage tank, pump house, and all piping. We tied in to two points on the water main. A survey was done on those points for us to use in our design. The design was completed a few months back and we have issued the approval and bid packages for the project. All bulk material has been purchased based off the IFB package. Now comes the issue that I am not sure how to handle.
The storage tank has been erected and hydrotested, and the pump house has also been set. The client sent us drawings this morning of a survey that was done on all the nozzles of the tank post hydro and of the pump house. There were also various TOC points noted on the drawings. None of the nozzles and equipment is exactly where we told them to put it, which I expect as nothing is ever perfect. However, the tank was set 4" closer to the pump house than what it was supposed to be and none of the nozzles post construction are rotated and set exactly where they were during our design. Some are off 3/16" N or E, others up to 1 3/16".
Now, our PM is wanting to go back and change all the drawings to match the survey data. We have never received as-built survey points on equipment like this before. My questions are as follows:
1) What is the proper procedure? Should our packages be updated to reflect errors made during construction?
2) If our package is left alone and there are spools that have to be cut in the field, who is responsible to the contractor for the extra work? How does the extra work get communicated?
3) Our PM wants to update the Isos to show all coordinate changes and to change dimensions but does not want to update the model. Is this a bad idea? Seems like a bad practice to me. The client wants an as-built model and the PM does not think the coordinate accuracy in the model is important.
I understand that nothing is ever constructed perfect to a computer model, but when it is off this much, I just do not know the proper course of action to take. Thank you for any help I can get.