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SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



GROUNDWORK



D20: EXCAVATING AND FILLING



Excavating commencing at formation level



Pits



A Maximum depth 0.30 m



C Maximum depth 4.00m 0 m2



Maximum depth 4.00m 0 m2



Disposal



Surface water



J As required 1 item



Excavated material



K Off site; hazardous material 0 m3



Filling to make up levels



Obtained off site, Type 1



L Average thickness 1.00 m 0 m2



Ground beams



Plain vertical



F Height 500 mm - 1.00 m 0 m



Walls



Vertical



G Generally 0 m2









To Collection:



12/7/2011 1A/4 JN: 1111

SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



IN SITU CONCRETE/LARGE PRECAST CONCRETE



E30: REINFORCEMENT FOR IN SITU CONCRETE



Reinforcement





Bars; straight, bend and shaped; bending schedule not issued



A T10 0.00 t



B T12 0.00 t



C T25 0.00 t



Fabric



D Mesh reference A393; 6.16 kg/m2 0 m2



E42: ACCESSORIES CAST INTO IN SITU CONCRETE



Accessories cast into in situ concrete



Holding down bolts



E Generally 0 nr



E60: PRECAST/COMPOSITE CONCRETE DECKING



Precast concrete hollow core slabs



200mm thick



F Generally 0 m2









To Collection:



12/7/2011 1A/5 JN: 1111

SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



MASONRY



F10: BRICK/BLOCK WALLING



Red facing bricks; in plain cement mortar; pointing as work

proceeds



Skins of hollow walls



A 103mm thick, facework one side; vertical, in stretcher bond 0 m2



Concrete blockwork; in cement mortar



Skins of hollow walls



B 100mm thick; vertical 0 m2



C 140mm thick; vertical 0 m2



D Facework one side, 140mm thick; vertical 0 m2



Walls



E Facework one side, thickness 100mm; vertical 0 m2



F Facework both sides, thickness 100mm; vertical 0 m2



G Facework one side, thickness 210mm, comprising 2nr

100mm skins; vertical 0 m2



H Facework both sides, thickness 210mm, comprising 2nr

100mm skins; vertical 0 m2



J 215mm thick; vertical 0 m2



F30: ACCESSORIES/SUNDRY ITEMS FOR BRICK/

BLOCK/STONE WALLING



Forming cavities; to include Halfen HTS C12 x 250mm long

wall ties



In hollow walls



K 110mm wide cavity 0 m2









To Collection:



12/7/2011 1A/6 JN: 1111

SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



MASONRY



F30: ACCESSORIES/SUNDRY ITEMS FOR BRICK/

BLOCK/STONE WALLING



Between walls and precast concrete wall panels



A 110mm wide cavity 0 m2



Forming cavities; to include Halfen HTS C12 x 250mm long

wall ties and insulation



In hollow walls



B 110mm wide cavity 0 m2



Between walls and precast concrete wall panels



C 110mm wide cavity 0 m2



Damp proof courses



Hyload or similar approved



D Width not exceeding 225mm; horizontal 0 m2



Damp proof courses - Cavity trays



Hyload or similar approved



E Width exceeding 225mm; horizontal 0 m2



Stop / cloak ends



F To 450mm girth cavity tray 0 nr



Weepholes



G Plastic perpend unit; slim vent weephole ducts 0 nr



Proprietary items



Telescopic air bricks



H Generally 0 nr









To Collection:



12/7/2011 1A/7 JN: 1111

SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



MASONRY



F30: ACCESSORIES/SUNDRY ITEMS FOR BRICK/

BLOCK/STONE WALLING



Halfen HTS FS 9PS ties x 150mm long fixed to steelwork



A Generally 0 nr



Halfen GHT12 ties bolted to steelwork flange



B Generally 0 nr



Halfen HTS B9 9PS ties x 150mm long fixed to Halfen 28/15

HM channel



C Generally 0 nr



Halfen 28/15 HM channel welded to steelwork with 3mm fillet

welds, 30mm long each side to be provided at 50mm from

each end and at no greater than 400mm centres for full height



D Generally 0 m



F31: PRECAST CONCRETE SILLS/LINTELS/

COPINGS/FEATURES



Precast concrete lintels



Lintel; 65 x 100mm



E 665mm long 0 nr



Lintel; 65 x 140mm



F 665mm long 0 nr









To Collection:



12/7/2011 1A/8 JN: 1111

SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



WATERPROOFING



J40: FLEXIBLE SHEET TANKING/DAMP PROOFING



1200 gauge polythene on suspended hollowcore floor



Damp proofing



A Horizontal 0 m2



B

Vertical; abutments and tucked into dpc approx. 200mm girth 0 m



1200 gauge polythene on sand blinding



Damp proofing



C Horizontal 0 m2



D

Vertical; abutments and tucked into dpc approx. 200mm girth 0 m









To Collection:



12/7/2011 1A/9 JN: 1111

SAMPLE BUILDING 1A Substructures







Item Description Quantity Unit Rate £



COLLECTION



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To Summary:



12/7/2011 1A/10 JN: 1111


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