1、 Collection of SANS standards in electronic format (PDF) 1. Copyright This standard is available to staff members of companies that have subscribed to the complete collection of SANS standards in accordance with a formal copyright agreement. This document may reside on a CENTRAL FILE SERVER or INTRA
2、NET SYSTEM only. Unless specific permission has been granted, this document MAY NOT be sent or given to staff members from other companies or organizations. Doing so would constitute a VIOLATION of SABS copyright rules. 2. Indemnity The South African Bureau of Standards accepts no liability for any
3、damage whatsoever than may result from the use of this material or the information contain therein, irrespective of the cause and quantum thereof. Clause SCllLOULE SABS 0120 : Part 4 Sect lon DN-1982 Earthworks (railway sidings) PART 4 : TYPLCAL SCHEDULES OF QUANTITCES SIXTION IIN CONTENTS Page Numb
4、er SKCLLON : LAKTIlIJOKI(S (KAILNAY SIIIINGS) 1 First Revision March 1982 This sectLon of the code supersedes Approved by the COUNCIL OF THE SOWH AFRICAN BUREAU OF STANDARDS SAllS 0120 : LJnrt 4 Section DN-1982 Earthworks (railway sidings) SARS 1200 DN : EARTHWORKS (RAILWAY SLIIINGS) NOTE: See Claus
5、e 5 of Section 0. Item No. .l .1.1 .1.2 .2 .2.1 .2.2 .2.3 .3 .3.1 .3.2 .3.3 -3.4 .3.5 .3.h .3.7 .3.8 .4 .4.1 .4.% Payment refers SARS 1200 I)N 8.3. L 8.3.2 8.3.3 8.3.4 8.3.8 Short Description SITE Cl.INMKX AND PREPARATION - Clear Site incl. remove trees up to 1 m girth to approved areas off Site Rem
6、ove trees with girth: Over and m Im 2 m Remove topsoil to average depth 150 mm, stockpile, and maintain PREPARATION EUK FILL Suitable in-situ material Unsuitable in-sitn material nench ing Extra-over item .3.1 for provision of and compact ion of subballast to 95 % (C1.3.2.2) Cut to spoil Rorrow to b
7、ank Comnactrd to 93 X Extra-over item .3.4 for provision of and compaction of suhhallast to 95 % (C1.3.2.2) Excavate in all materials, place surplus in fill. and compact to 93 X, for: Culvert at . . Platform walls at Extra-over items .3.1, .3.3. .3.6. and .3.7 for excavation in hard rock FINISIIIN6 Place topsoil as directed_ a) on slop1.ng face of embankments b) on spoil areas Unit ha No. No. m2 2 3 m m3 m 3 m3 m 3 m3 m3 m3 m 3 m2 m2 Quan- tity (See (The may twe Rate ection C otal v01 e schedu 2 or may items Amount e oE subbal d under itr e divided 3.2and ,
