EXTERNAL WORKS. Filling 1 150mm G7 Sub-base course, selected and supplied by the Contractor, deposited in layers not exceeding 150mm thick, watered and consolidated to 93% modified AASHTO density under slabs. m3 18 Prescribed Testing 2 Provide and have filling compaction check tested by a Consulting Engineer's Laboratory and deliver the results to the Architect within 24 hours of the tests being completed. No 2 Reinforced concrete 25MPa (19mm stone) in: 3 Paving in panels including any necessary formwork. 4 Ramps. m3 12 m3 0.4 Surface treatment 5 Float surface of concrete to a wood float finish. m2 120 Test blocks and testing 6 Allow for preparing and curing a set of three test cubes, each size 150mm x 150mm x 150mm and pay all transport and testing costs undertaken by an approved independent laboratory. (Provisional) No 2 Movement joints 7 10mm Thick "Jointex" closed cell polyethylene joint filler with hinged blocking piece between concrete surfaces not exceeding 300mm wide.
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