By Institution of Civil Engineers
The Civil Engineering general approach to size - CESMM has been well-established for 15 years because the common for the coaching of debts of amounts in civil engineering paintings. This 3rd variation, CESMM3, brings the tactic into line with adjustments in practices and extends its utilization into numerous new components. the most alterations are:
* amendments to deliver CESMM3 into line with the ICE stipulations of agreement, sixth edition
* the traditional approach to dimension for water mains protection has been integrated to cater for the desires of clients who discovered that this job used to be now not satisfactorily catered for in CESMM2
* a chain of amendments to convey CESMM3 into line with fresh advancements, similar to alterations in British Standards
* a very new category, type Z, has been integrated to supply clients being able to specify an easy construction works incidental to civil engineering works inside a CESMM invoice with no need to inn to using a construction approach to size
CESMM3 has been produced below the auspices of the ICE's CESMM assessment Panel with the drafting conducted by way of a staff from Coopers & Lybrand below 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 resources for CESMM3 : civil engineering standard method of measurement
Straight specials shall not be measured where they are necessitated only by the layout of the work. Pipe runs between manholes, chambers and other structures whose lengths are not an exact multiple of a standard pipe length shall be deemed to require straight specials only if they are expressly required as rocker pipes. D1 Pipe fittings on pipes of different nominal bores shall be classified in the third division according to the nominal bore of the largest pipe. D2 /^straight special \s a length of pipe either cut to length or made to order.
A21 Item descriptions for shearboxtests shall state the normal pressures and the size of the shearbox. A22 Item descriptions for California bearing ratio tests shall state the compactive effort, surcharge and whether soaking is required. A23 Item descriptions for unconfined compressive strength tests shall state thediameterand the height of the samples. A24 Item descriptions for consolidateddrainedtriaxial'tests shall state thediameterand the height of the samples and the effective pressure. A25 Item descriptions for Braziliantestsshall statethe diameterandthe length ofthe samples.
Ditches and trenches Filling French and rubble drains with m3 graded material 2 Filling French and rubble drains with m3 rubble 1 3 Trenches for unpiped rubble drains 4 Rectangular section ditches: unlined 5 lined 6 Vee section ditches: unlined 7 lined 8 Trenches for pipes or cables not to be laid by the Contractor 5 Ducts and metal culverts m 1 Cable ducts: 2 3 4 1 way 2 way 3 way stated number of ways exceeding 3 5 Sectional corrugated metal culverts, nominal internal diameter: not exceeding 0-5 m 6 0-5-1 m •7 / 8 exceeding 1-5 m m m m m m m 1 Cross-sectional area: not exceeding 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 0-25 m2 0-25-0-5 m2 0-5-0-75 m 2 2 0-75-1 m 1-1-5 m2 1-5-2m2 2-3 m 2 stated exceeding 3 m2 Not in trenches In trenches, depth: not exceeding 1-5 m 1-5-2 m 2-2-5 m 2-5-3 m 3-3-5 m 3-5-4 m exceeding 4 m 53 CLASS K MEASUREMENT RULES DEFINITION RULES COVERAGE RULES D1 The centre line for multiple pipes, ducts or culverts shall be the line equidistant between the inside faces of the outer pipe walls.