Can anyone recommend a decent block paver basildon
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lutonlagerlout wrote:try bretts or marshalls register , ask to see recent work and make sure the quote is as detailed as possible
you need 3 quotes for comparison
LLL
Cheers matey,
Looks like "reliable" block pavers are rarer than rocking horse $hite around here. (Bazo i mean)
Thanks for the heads up
Tim.
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Thanks for all the replies lads much appreciated.
I registered with Marshalls & have had 1 quote already with another bloke coming to quote on Saturday morning.
The existing drive is block paved already & is knackered (been down since 1992ish) about 70sq meters.
I want it extended to about 80sq meters & the quote i have includes Marshalls standard Driveline series 50mm blocks on lean mix & sand.
Again any help & advice appreciated before i make my final decision.
Tim.
I registered with Marshalls & have had 1 quote already with another bloke coming to quote on Saturday morning.
The existing drive is block paved already & is knackered (been down since 1992ish) about 70sq meters.
I want it extended to about 80sq meters & the quote i have includes Marshalls standard Driveline series 50mm blocks on lean mix & sand.
Again any help & advice appreciated before i make my final decision.
Tim.
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Any reason why Tony,i have been putting lean mix sub-base down for years in some appilicatins such as wet ground and clay etc etc,2 contractors in my area do it on every job and give 10 year garantee against sinking.....,100mm lean mix fixed cost no over dig MSHlutonlagerlout wrote:shouldnt use leanmix under block paving
LLL
paving, mini-crusher, mini-digger hire and groundwork
http://mshpaving.co.uk
http://mshpaving.co.uk
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I know blokes that do it too mark but according to this site if you use leanmix it becomes a rigid construction
apparently there can be problems with the laying course liquefying
I use geogrid if its bad ground to stabilise the sub base
its a hard call but officially its wrong,although I have seen it work many times
cheers LLL
apparently there can be problems with the laying course liquefying
I use geogrid if its bad ground to stabilise the sub base
its a hard call but officially its wrong,although I have seen it work many times
cheers LLL
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