Rank: Forum user
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I've had a conversation today with one of our contractors about the contents of their lift plan and I wondered if anyone could help.
In particular I'm thinking about specific details about how the load is to be slung, eg what the configuration of slings/chains should be, what lifting points should be used, lifting accessories like spreader beams etc.
I'm not trained in any aspect of lifting but I always believed that the lift plan should tell the operator how they were expected to do the job, our contractor believes that the should leave the decision about how to sling the load to the discretion of the slinger/operator as they are competent.
Can anyone help?
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Rank: Super forum user
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I agree with you, for a simple lift you can use a basic lift plan e.g. FLT which can be generic for multiple for tasks which are similar. For more complex lifts a proper lift plan should be completed by a competent person taking into account things like the environment, weather, type of lift i.e. tandem lifting, machinery, lifting accessories, load, overturning, suspension, etc.
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Rank: Super forum user
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Please accept my comments in the spirit they are given.
If you are not sure the contractor is not sure then this is screaming contract lift.
Go on the CPA website special interest groups for cranes there is info there that will help.
The new BS7121 Part 1 2016 is now available which will help. It is £256 but cheaper than a life.
I can see you know a bit probably more than the contractor but if lifting operations go wrong then it can be catastrophic.
Regards Alex
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Rank: Forum user
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Thanks for the comments.
Alex, excuse my lack of knowledge, I'm not sure what you mean in terms of contract lift? My understanding was that a contract lift was where the contractor does all the documentation and the lift itself. Which is what we did. When I turned up on site I checked the lift plan and it was for 4 lifts, they actually did 6 lifts that day. There was details in the lift plan of how to sling one of the loads but not the other 3. Technically, the job should have been stopped but quite often its not that simple.
We've raised concerns with the contractor about the quality of the lift plan and they have said that there is no requirement to include into the paperwork how the load will be slung, that is left to the discretion of the slinger at time of the lift. They say the plan was adequate. We have trained AP's and one says it should and another says not!
It seems to be down to opinion! I have an old copy of the BS standard so I'll dig it out!
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Rank: Super forum user
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Contract Lift is simple the Crane company will plan control and supervise the lift yes with certain input from the customer. In my very basic language we will do all the planning you give us the info we request to do it. Sadly your AP is wrong that says it is up to the slinger.
If the loads to be lifted lifts are all the same then a number change is fine. If these are different types of loads then all must be on the MS including their slinging methods. Common occurrence when a customer wants the crane to do in some cases dozens more ands diverse lifts than what is on the MS. Get your standards out and you will see what I mean. But go on the CPA web site it will help.
Ta and good luck Alex
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Rank: Super forum user
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Rank: Forum user
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Thanks, all that information is really useful.
Just one more question, if you don't mind!
We installed a base for a lighting column which was basically a big block of concrete and steel with bolts sticking out. The base was designed by our design people, we had a lifting plate made and tested. But we actually built the block in our factory. The base was lifted by bolting the plate to the bolts sticking out of the block.
I've been assured that the designer included calculations into the design so that the bolts were capable of taking the weight, but should we have had the block tested like the lift plate, so we had a certificate to prove the were fit for purpose?
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Rank: Super forum user
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Brown900431
How is the rigging arrangements when you lift the block and plate together? Have you seen design calculations for that plate which attached with bolts to the base?
SHV
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Rank: Forum user
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SHV
The base was lifted by bolting a square plate to the bolts sticking out of the concrete (the same bolts that the lighting column are bolted to), the plate had a big D shackle on the top which the crane hooked onto. No, I've not seen the design for the plate, but I have got a test cert for the plate and D shackle, stating SWL.
I'm looking through the design for the lighting column & base and can't see anything about installation/lifting, it all seems to be about stability of the column. But I'm not an engineer so I might be missing something!
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Rank: Super forum user
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Rank: Forum user
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I've undergone appointed person training so I can help you with this one. A lift plan is something like method statement for a lifting operation - it states step by step what precautions should be taken, nominates responsible persons (lift supervisor, crane op, slingers, banksmen, etc.), means of communication (radio, verbal, hands, etc.), what lifting gear will be used and in what configuration (remember to check if they have valid certificates for lifting gear and crane!). Apart from that, crane specs, ground bearing capacity, outriggers' pressure on the ground and calculation (based on this data) of outrigger mats' size. It should be signed by the appointed person (the person who planned the lift) and dated.
My trainer during the course told us that we should charge our contractor for anything that's missing, e.g. certification for shackles, slings, etc. because the operation has to be stopped until proper documents are supplied. Of course, it doesn't happen in practice very often, but allows for some negotiation and maybe better choice of contractor in the future.
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Rank: Forum user
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Originally Posted by: Brown900431  I've had a conversation today with one of our contractors about the contents of their lift plan and I wondered if anyone could help.
In particular I'm thinking about specific details about how the load is to be slung, eg what the configuration of slings/chains should be, what lifting points should be used, lifting accessories like spreader beams etc.
I'm not trained in any aspect of lifting but I always believed that the lift plan should tell the operator how they were expected to do the job, our contractor believes that the should leave the decision about how to sling the load to the discretion of the slinger/operator as they are competent.
Can anyone help?
If in doubt check out BS7121-1:2016 as others have mentioned. The appointed person has overall responsibility. BS7121 extracts:
16.1.1 The appointed person should plan how the load is to be slung. Details should be recorded in the lift plan.
6.2.2.2 The slinger-signaller should be responsible for: a) carrying out pre-use and post-use checks of lifting accessories; b) attaching and detaching the load to and from the crane load-lifting attachment; and
c) using the correct lifting accessories and other equipment in accordance with the lift plan.
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Rank: Forum user
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Carefulnow - many thanks, I missed that out of the standard. It was a while ago but still relevant. Shockingly we still seem to have problems with lift plans (from competent contractors) not being specific about how to sling the load and/or people just not working to the details of the lift plan.
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Rank: Forum user
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perhaps you want to become involved in the procurement of such services in the future to indicate that it's important that elements are addressed in advance, and sufficient budget is allocated in terms of time on the job up front for communication and development / circulation of documents.
perhaps as a seperate item with specification so you can ensure sufficient time and consideration goes into the prices and attention allocated to your requirements, (including design, documentation, and testing of components, fittings and bolts etc to be lifted)
attention to things like to bolts into concrete, fittings and fixtures for threaded bolts etc, perhaps requiring some sort of access to a structural engineering consultant so can confirm whether assumptions to be done "later by others" were/are valid and can be discussed upfront, rather than relying on a on the day assessment by the people involved in the job and their additional equipment brought with them.
there was a presentation that i attended at the local iosh branch by mammoet, perhaps a scoping excercise to discuss how some organisations procure in a way that makes it easy for a contractor to give the customer what they want and cut through tender-ese to the specifics you really want to be dealt with prior, and levels of the organisations available for discussions up-front. (prior pre-contract discussions)
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Rank: Forum user
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Please take these comments in the spirit that they are given;-
The first sign of competency is realising that U are not competent in an area so my advice is that U bring in somebody who is competent then learn from them; and in your case U have shown competence by asking the question and we all need to remember that all of us start at the beginning
And - In my view more and more people nowerdays are becoming H&S bods with less and less competence and seem to use this site as the answer to all things so that they can keep bumbling along
best of luck
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