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SNZ NZS*4202 95 = 8583169 0042480 ô04 Issued June 1995 NZS 4202: 1995 SECTION 5 - PILING 5.1 OVERVIEW Refer to section O, General rules, which shall be read in conjunction with this section. 5.2 PREAMBLES 5.2.1 Particulars shall be given of: Any exceptional conditions relating to the works; The nature of and access to the site; The general contours of the site; The water table: --`,,``,,,,,,``,``,`,,,`,,,`,-`-`,,`,,`,`,,`--- The strata through which piles are driven or through which boring is to be made; 5.2.2 Rates to include Reference to records of test bores; The maintenance of a piling log; Any other available information. The shifiing of all equipment to the required position for the placing of the pile. 5.3 GENERAL PRINCIPLES 5.3.1 All the work directly related to piling shall be scheduled in accordance with the various sections of this Standard Method of Measurement unless otherwise stated. 5.3.2 An item shall be allowed for the provision, erection, maintenance and removal of equipment for the piling. Reference shall be made to all conditions covering equipment. 5.3.3 Driving or boring shall be scheduled separately and in accordance with the requirements of the piling system. 5.3.4 Attention shall be directed to any temporary excavation that may be required. If defined, temporary excavation should be measured as provided for in section 3. 5.3.5 Where storm or percolating water conditions are likely to be encountered, the provisions of clauses 1.3.34 and 3.3.4 shall apply. Copyright Standards New Zealand Provided by IHS under license with SNZ Document provided by IHS Licensee=<strong>Unitec</strong> Inst of Technology/5911177001, 03/02/2005 18:31:52 MST Questions or comments about this message: please call the Document Policy Group at 303-397-2295. 5- 1
~~ ~~ ~ SNZ NZS*4202 95 M 8583369 0042483 7VO D NZS 4202: 1 995 Issued June 1995 5.3.6 The handling, pitching and the order of placing of the piles shall be enumerated according to their size and length, and whether they are to be placed singly or in clusters. 5.3.7 Test piles shall be scheduled separately and the position of each shall be stated. 5.3.8 Where the piles are to be placed from any level other than existing ground level this shall be stated in the description. 5.3.9 The placing of raking piles shall be scheduled separately. 5.3.10 Rock anchors where specified shall be scheduled generally in accordance with the principles of this section. 5.4 MEASUREMENT PROCEDURE 5.4.1 Piles shall be classified according to type, size, and the length and shall be measured in metres. 5.4.2 Driving shall be measured in metres and classified according to the length of the piles to be driven. 5.4.3 Boring for piles shall be described and measured in metres and classified according to depth and size. Bulbs, bellings and the like shall be enumerated as extra value giving the volume outside the pile shafi. 5.4.4 Disposal of spoil shall be measured. 5.4.5 Liners or casings shall be measured in metres. If lefi in, this shall be stated. 5.4.6 Cutting piles to required levels, stripping to length, disposal of debris and bending of reinforcement shall be enumerated; if below water or ground level details shall be given. --`,,``,,,,,,``,``,`,,,`,,,`,-`-`,,`,,`,`,,`--- 5.4.7 A provisional item or items shall be scheduled where required to cover the lengthening or shortening of piles where appropriate. 5.4.8 Tests on placed piles shall be described and enumerated. 5.4.9 Piles required to be cast away from the site and subsequently transported shall be so described. 5-2 Copyright Standards New Zealand Provided by IHS under license with SNZ Document provided by IHS Licensee=<strong>Unitec</strong> Inst of Technology/5911177001, 03/02/2005 18:31:52 MST Questions or comments about this message: please call the Document Policy Group at 303-397-2295.
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