Transcription of SUBSTRUCTURES GROUNDWORK D20 EXCAVATING AND …
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SUBSTRUCTURES GROUNDWORK D20 EXCAVATING AND …
RefDescriptionQtyUnitRateAmountSUBSTRUCT URESGROUNDWORKD20 EXCAVATING AND FILLINGEXCAVATINGTo reduce m maximum m maximum m maximum depth11m3 Trenches exceeding 300 m maximum depth29m3 Extra over excavation irrespective of depth forexcavatingESoft spots; removal and backfilling with Type 225m3granular material (provisional item andquantity)Extra over excavation irrespective of depth forbreaking outFCoated macadam or asphalt paving 75 thick627m2 EARTHWORK SUPPORTTo faces of m maximum depth distance between150m2opposing faces not exceeding m maximum depth distance between154m2opposing faces 2 to m maximum depth distance between15m2opposing faces 2 to 4mDISPOSALKS urface water1 ItemExcavated materialLOff site706m3 Page : 2/1To CollectionRefDescriptionQtyUnitRateAmoun tSUBSTRUCTURES (Cont'd) GROUNDWORK (Cont'd)D20 EXCAVATING AND FILLING (Cont'd)AOff site (provisional item and quantity)25m3 GRANULAR MATERIAL SPEC 618 Filling to make up levelsBNot exceeding 250 average thick obtained off72m3siteSURFACE TREATMENTSCC ompacting filling.
Sealants; Arbokol 2150 C 6 x 60 145 m D 10 x 10 135 m SEPARATION JOINTS; DRAWING 120779/S/003 Plain; 10 thick joint material E Not exceeding 150 wide 92 m F 150 to 300 wide 43 m E41 WORKED FINISHES/CUTTING TO IN SITU CONCRETE SMOOTH FLOATED FINISH SPEC 310 Floated finish G Generally 367 m2 TROWELLED FINISH SPEC 330; INCLUDING …
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