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

By Institution of Civil Engineers

The Civil Engineering typical approach to size - CESMM has been well-established for 15 years because the common for the guidance of money owed 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 alterations are:

* amendments to convey CESMM3 into line with the ICE stipulations of agreement, sixth edition
* the traditional approach to size for water mains preservation has been incorporated to cater for the desires of clients who came across that this job was once no longer satisfactorily catered for in CESMM2
* a sequence of amendments to convey CESMM3 into line with contemporary advancements, similar to alterations in British Standards
* a totally new classification, category Z, has been incorporated to supply clients having the ability to specify an easy construction works incidental to civil engineering works inside of a CESMM invoice with no need to inn to using a development approach to dimension

CESMM3 has been produced less than the auspices of the ICE's CESMM overview Panel with the drafting performed by way 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 foundation of sophistication Z

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Sample text

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.

The depths of voids shall be measured perpendicularly to the adjacent surface of concrete. D4 Nibs and external splays not exceeding 001 m2 in crosssectional area shall be classed as projections. A6 Formworkfor curved concrete components of constant cross-section shall be so described stating the radii. D5 Rebates, grooves, internal splays, throats, fillets and chamfers not exceeding 001 m 2 in crosssectional area shall be classed as intrusions. (a) formsfor/argreandsma// voids (b) forms for projections and intrusions (c) inserts M7 The mass of steel reinforcement shall betaken as 0-785 kg/m per 100 mm 2 of crosssection (7-85 t/m3).

D1 P/anerbrmwor/cshall be classified according to its angle of inclination as follows: M2 Formworksbal\ not be measured for the following: (a) edges of blinding concrete not exceeding 0-2 mwide (b) joints and associated rebates and grooves (c) temporary surfaces formed at the discretion of the Contractor (d) surfaces of concrete which are expressly required to be cast against an excavated surface (e) surfaces of concrete which are cast against excavated surfaces inclined at an angle less than 45° to the horizontal.

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