By Institution of Civil Engineers
The Civil Engineering regular approach to size - CESMM has been well-established for 15 years because the regular for the instruction of accounts of amounts in civil engineering paintings. This 3rd version, CESMM3, brings the strategy into line with adjustments in practices and extends its utilization into numerous new parts. the most alterations are:
* amendments to carry CESMM3 into line with the ICE stipulations of agreement, sixth edition
* the normal approach to size for water mains protection has been incorporated to cater for the desires of clients who came across that this task was once no longer satisfactorily catered for in CESMM2
* a chain of amendments to convey CESMM3 into line with contemporary advancements, resembling alterations in British Standards
* a very new classification, classification Z, has been incorporated to supply clients having the ability to specify an easy development works incidental to civil engineering works inside of a CESMM invoice with no need to inn to using a construction approach to size
CESMM3 has been produced lower than the auspices of the ICE's CESMM evaluation Panel with the drafting conducted by means of a workforce from Coopers & Lybrand lower than the management of Dr Martin Barnes. E C Harris: volume Surveying supplied the proposals which shaped the foundation of sophistication Z
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Additional info for CESMM3 : civil engineering standard method of measurement
A6 The mix specifications or strengths shall be stated in item descriptions for concrete in diaphragm walls. 30 CLASS C FIRST DIVISION SECOND DIVISION THIRD DIVISION 7 Ground anchorages Number in material other than rock or artificial hard material to a stated maximum depth 2 Total length of tendons in material other than rock or artificial hard material 3 Number in material which includes rock or artificial hard material to a stated maximum depth 4 Total length of tendons in material which includes rock or artificial hard material 1 Temporary 2 Temporary with single corrosion 8 Sand, band and wick drains 1 1 2 3 4 5 6 7 8 Number of drains Number of predrilled holes Depth of overlying material Depth of drains of maximum depth: not exceeding 10 m 10-15m 15-20m 20-25m stated exceeding 25 m nr protection Temporary with double corrosion protection 4 Permanent 5 Permanent with single corrosion protection 6 Permanent with double corrosion protection 3 m nr m nr nr m m m m m m 1 Cross-sectional dimension: 2 3 4 5 6 not exceeding 100 mm 100-200 mm 200-300 mm 300-400 mm 400-500 mm stated exceeding 500 mm 31 CLASS C (see rules at head of class on page 29) MEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION RULES IWI13 The lengths of tendons for ground anchorages shall be measured between the outer ends of anchorages.
A3 Item descriptions for manholes, other stated chambers and gullies shall identify separately those which are expressly required to be excavated by hand. M1 Excavation and pipe laying for piped French and rubble drains are measured in class I. A4 Thenatureof the filling material shall be stated in item descriptions for filling French and rubble drains. M2 The cross-sectional areas of lined ditches shall be measured to the Excavated Surface. A5 Materials and dimensions of linings to ditches shall be stated in item descriptions.
20. M8 An isolated volume of artificial hard material or rock occurring within other material to be excavated shall not be measured separately unless its volume exceeds 1 m3 except that the minimum volume shall be 0-25 m3 where the net width of excavation is less than 2 m. M9 The volume measured for excavation within borrow pits shall be the net volume measured for filling. D3 Excavation from within borrow pits shall be classed as general excavation. C2 Itemsforexcavation within borrow pits shall be deemed to include removal and replacement of overburden and unsuitable material.