Page 21 - SMM2 eBOOK
P. 21

D.12 Types of excavation (cont'd)

                     5.   Excavating basements and the like (measured to the outside  of the foundations) shall be
                          given in cubic metres stating the starting level as clause D.11. Existing voids shall be
                          deducted.

                     6.   Excavating pits to receive bases of stanchions, columns, isolated piers and the like
                          (grouped together) shall be given in cubic metres stating the number and the starting level
                          as clause D.11. Excavating pits having both plan dimensions less than 1.25m shall be
                          given separately.

                     7.   Excavating trenches to receive foundations shall be given in cubic metres, stating the
                          starting level as clause D.11.

                     8.   Excavating for pile caps and trenches for ground beams between piles shall be given in
                          cubic metres stating the starting level, as clause D.11.

                     9.   Excavating trenches to receive service pipes, cables and the like shall be given separately
                          in metres stating the starting level, as clause D.11 and the average depth to the nearest
                          0.25m. Details of type and size of service pipes, cables, earthwork support, grading
                          bottoms if required, filling in, compaction and disposal of surplus  soil shall be given in
                          description of such trenches. If the trench is next to roadway, or next to existing buildings
                          or made in unstable ground (e.g. running silt, running sand and the like) these shall be
                          stated in the description.

                     10.   Excavating around services crossing an excavation shall be enumerated and given as
                          extra over the various descriptions of excavations; details of type, size, depth of service
                          and iength exposed shall be given. Any temporary support to services shall be deemed to
                          be inciuded with the item.

                     11.   Excavating alongside services or groups of services shall be given in metres as extra over
                          the various descriptions of excavation; details of type, size, depth of service shall be
                          given. Any temporary support to services shall be deemed to be included with the item.
                          Details of the type of service would include gas, water, electricity, telecommunication,
                          sewer, etc. If this information is available on a services drawing, then this should be made
                          available.

                     12.   Breaking up concrete,  reinforced concrete, brick paving, tarmacadam and the like on the
                          surface of the ground shall each be given separately in square metres as extra over the
                          various description of excavation stating the thickness. In the case of service trenches
                          measured in accordance with clause D.12.9, this work shall be given in metres stating the
                          thickness.

                     13.   Breaking up concrete, reinforced concrete and the like met with in excavation shall each
                          be given separately in cubic metres irrespective of depth as extra over the various types
                          of excavation. In the case of service trenches measured in accordance with clause
                          D.12.9, this work shall be given in metres stating the thickness.

                     14.   Excavating below ground water level as defined in clause D.1.1.a shall be given in cubic
                          metres as extra over all types of excavation irrespective of depth. If the post contract
                          water level differs from the pre-contract water level the measurements shall be revised in
                          accordance with the post contract water level.










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