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 Q20 & Q22 ROADS & PAVINGS

  Get a quoted rate from a contractor listed on Roadworks@tradelocator.co.uk

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Q20 Bases Pavings & Roads

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Hardcore / MOT Type 1 / Type 1, by hand n.e. 300 deep m3               75.00
Hardcore / MOT Type 1 / Type 1, by hand ex. 300 deep m3               75.00
Hardcore / MOT Type 1 / Type 1, by machine n.e. 300 deep m3               80.00
Hardcore / MOT Type 1 / Type 1, by machine ex. 300 deep m3               75.00
Compacting Surfaces with 50mm blinding with Compactor Plate Petrol 300mm (12in) m2                  6.00
Compacting Surfaces with 50mm blinding with Compactor Plate Petrol 350mm (1in) m2                  6.00
Compacting Surfaces with 50mm blinding with Compactor Plate Petrol 400mm (1in) m2                  6.00
Compacting Surfaces with 50mm blinding with Forward / Reversible Compactor Plate Diesel 400mm (16in) m2                  6.00
Compacting Surfaces with 50mm blinding with Forward / Reversible Plate Diesel 500mm (20in) m2                  6.00
Compacting Surfaces with 50mm blinding with Compactor Plate Petrol 350mm (14in) Anti - Vibration m2                  6.00
Compacting Surfaces with 50mm blinding with Compactor Plate Petrol 500mm (2in) m2                  4.00
   
   

Q20 Bases Pavings & Roads - Concrete Grade Nominal mix C25 1:2:5

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Poured on blinding to form Beds max. thickness 150 m3             210.00
Poured on blinding to form Beds max. thickness 225 m3             205.00
Poured on blinding to form Beds max. thickness 300 m3             205.00
Poured on blinding to form Beds max. thickness 375 m3             205.00
Poured on blinding to form Beds max. thickness 450 m3             205.00
Poured on blinding to form Beds max. thickness 525 m3             200.00
   
   

Q20 Bases Pavings & Roads - Formwork for Concrete Grade Nominal mix C25 1:2:10

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Formwork for Beds max thickness n.e. 150 m               15.00
Formwork for Beds max thickness n.e. 225 m               15.00
Formwork for Beds max thickness n.e. 300 m               20.00
Formwork for Beds max thickness n.e. 375 m               15.00
Formwork for Beds max thickness n.e. 450 m               20.00
Formwork for Beds max thickness n.e. 525 m               25.00
   
   

Q20 Bases Pavings & Roads - Worked/Surface Finishing

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Tamping by hand m2                  2.00
Tamping by machine m2                  2.00
Floating by hand m2                  4.00
Floating by machine m2                  4.00
E/O for falls for Floating m2                  1.00
E/O for hand trowelling m2                  1.00

Q22 Bitumen Roads & Paving

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Macadam Bitumen coated 50mm thick to British/European Standard BS EN 13108; with 40mm open texture Base; with 12mm medium textured wearing course    
laid to level or to fall on prepared Hardcore blinded sub-base; area n.e. 50m2 m2               45.00
laid to level or to fall on prepared Hardcore blinded sub-base; area ex. 50m2 m2               25.00
   
   
Macadam Bitumen to British/European Standard BS EN 13108; with 12mm medium textured fine wearing course    
laid to level or to fall on prepared bitumen surfaces; area n.e. 50m2 m2               25.00
laid to level or to fall on prepared bitumen surfaces; area ex. 50m2 m2               10.00

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These are tools for construction professionals. You must double check the correctness of all rates and quantities before tendering and or entering into a contract with another party. All rates and prices generated are provided as a general indication only and may differ depending upon site conditions, volume etc. We do not warrant their accuracy. Remember, the correct rates are the ones with which a quality specialist is prepared to enter into contract with you.  ALL quantities should be checked and double checked. We do not warrant the suitability of any organisation contained within this site. The producers of this site will accept no liability whatsoever for any loss [howsoever arising] which may result from using this or any information on or obtained from this site. You must accept the above before you may use this site. You are responsible for any losses that may result from not checking all rates with an appropriate source. If you Do Not Accept the above you should not use any information in any way. (c) Copyright Construction Rates 2001 - By continuing you are accepting our copyright and our conditions.

 

 

 

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