CESMM3 : civil engineering standard method of measurement, by Institution of Civil Engineers

By Institution of Civil Engineers

The Civil Engineering usual approach to dimension - CESMM has been well-established for 15 years because the normal for the coaching of accounts of amounts in civil engineering paintings. This 3rd variation, CESMM3, brings the strategy into line with adjustments in practices and extends its utilization into numerous new parts. the most adjustments are:

* amendments to convey CESMM3 into line with the ICE stipulations of agreement, sixth edition
* the traditional approach to size for water mains upkeep has been integrated to cater for the desires of clients who came upon that this job used to be no longer satisfactorily catered for in CESMM2
* a sequence of amendments to convey CESMM3 into line with contemporary advancements, corresponding to alterations in British Standards
* a totally new classification, classification Z, has been incorporated to supply clients being able to specify an easy development works incidental to civil engineering works inside of a CESMM invoice with no need to lodge to using a construction approach to dimension

CESMM3 has been produced less than the auspices of the ICE's CESMM overview Panel with the drafting conducted by means of a staff from Coopers & Lybrand less than the management of Dr Martin Barnes. E C Harris: volume Surveying supplied the proposals which shaped the root of sophistication Z

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Additional info for CESMM3 : civil engineering standard method of measurement, Edition: 3rd

Example text

D4 Disposal of excavated material shall be deemed to be disposal off the Site unless otherwise stated in item descriptions. M16 Filling of excavations around completed structures shall be measured only to the extent that the volume filled is also measured as excavation in accordance with ruleM6. D6 Filling material shall be deemed to be non-selected excavated material other than topsoil or rock, unless otherwise stated in item descriptions. M17 Where filling to form temporary roads is subsequently approved by the Engineer for incorporation into permanent filling the volume placed shall not be deducted from the measurement of filling.

C4 Items for reinforcement in diaphragm walls shall be deemed to include supporting reinforcement and preparing protruding reinforcement to receive other work. 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.

38 CLASS E FIRST DIVISION SECOND DIVISION 7 1 2 Filling ancillaries 3 8 Landscaping Trimming of filled surfaces Preparation of filled surfaces Geotextiles 1 Turfing 2 Hydraulic mulch grass seeding 3 Other grass seeding 4 Plants, stated species and size 5 Shrubs, stated species and size 6 Trees, stated species and size 7 Hedges, stated species, size and spacing THIRD DIVISION m2 m2 1 2 3 4 Topsoil Material other than topsoil, rock or artificial hard material Rock Stated artificial hard material 1 2 Single row Double row m2 m2 m2 m2 nr nr nr m 39 CLASS E (see rule at head of class on page 35) MEASUREMENT RULES DEFINITION RULES M22 Trimming of filled surfaces shall be measured to surfaces which are to receive no Permanent Works whether trimming is expressly required or not.

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