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SANS 10120-4 D-1982 Code of practice for use with standardized specifications for civil engineering construction and contract documents Part 4 Typical schedule of quantities Sectio.pdf

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 SCHEDULE SABS 0120 : Part 4 Section 0-1982 Earthworks (As amended 1988) PART 4 : TYPICAL SCHEDULES OF QUANTITIES SECTION D CONTENTS Page Number SE

4、CTION : EARTHWORKS . 1 First Revision March 1982 Reprint 1988 Incorporating Amendment No. 1 : 8 June 1988 This section of the code supersedes SABS 0120 : Part 4 : Section D-1979 Approved by the COUNCIL OF THE SOUTH AFRICAN BUREAU OF STANDARDS ISBN 0-626-08063-0 SABS 0120 : Part 4 Section D-1982 Eart

5、hworks Amendment No. 1 : 8 June 1988 SABS 1200 D : EARTHWORKS NOTE: See Clause 5 of the Introduction. I tem No. Payment refers SABS 1200 c Clause 8 SABS 1200 D 8.3.1 .l 8.3.2 8.3.1.2 8.3.2(a) B.3.2(b) B.3.3(a) 5.3.3(b) 3.3.4 3.3.5 1.3.6 Short Description SECTION : EARTHWORKS SITE CLEARANCE Clear sit

6、e, remove trees and other scheduled obstructions Clear and strip site (Removal of trees and other scheduled obstructions in terms of SABS 1200 C) EXCAVATION Remove topsoil to nominal depth 150 mm, stockile and maintain substat ion basement Extra-over items .2.2 and .2.3 for excavation in: Intermedia

7、te material Hard rock material Boulder material, Class A Boulder material, Class B Excavate for founds in all material and place within freehaul distance fnr: . -. - Transmission tower Substation footings Extra-over items .4.1 and .4.2 for excavation in: Intermediate material Hard rock material Boul

8、der material, Class A Boulder material, Class B IMPORT MATERIAL To complete terraces : from borrow 3its To complete terraces : from commer- :ial sources (Prov) 3pening up and closing down of jesignated borrow pit lea1 with overburden Fxtra excavation in all materials to provide working space for out

9、- side formwork lverhaul (provisional ) -imited overhaul -ong overhaul Unit Quantity Rate Amount m (See m2 m3 m m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Sum m3 m2 m3 in3. km ection C, cable :Schedule only vhere necessary )wing to conf igu, -ation of outsid )f footing and vall) SABS 0120 : Part 4 Section

10、0-1982 Earthworks Amendment No. 1 : 8 June 1988 Item No. .9 .l0 .l1 .l2 .12.1 .12.2 .l3 .13.1 .13.2 Payment refers 8.3.7 8.3.8 8.3.9 3.3.10 3.3.11 3.3.12 S. . . . . . . S. . . . . . . - Short Description Brought forward/ Additional lateral support at bridgl at . (Subclause 5.1.1.2(b) Existing servic

11、es (See .4 of Sec- tion DB) Extra-over for backfill or fill material against structures FINISHINGS Topso i l i ng Srass i ng 4CCOMMODATION OF TRAFFIC Traffic signs for deviation (size snd type to be stated) 3rovision of bypass (See Section DM and see Subclause 1.3.3 of Sec- tion DM of Part 3 of the code) IAYWORK (See Section A) Unit m3 m2 m2 U0 . U0 . Quantity Rate / Amount (Schedule only where a particu- lar material is required and is specified in the project specifi- cation or shown draw ISBN 0-626-08063-0

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