SANS 10120-4 MJ-1984 Code of practice for use with standardized specifications for civil engineering construction and contract documents Part 4 Typical schedule of quantities Secti.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. SCHEDULE SABS 0120 : Part 4 Section W-1984 Segmented paving PART 4 : TYPICU SCHEDULES OF QUANTITIES SECTION MJ CONTENTS Page Number SECTION : SEGMENTED P

4、AVING . 1 November 1984 Approved by the COUNCIL OF THE SOUTH AFRICAN BUKEAU OF STANDARDS l SABS 1200 MJ : SEGMENTED PAVING SABS 0320 : Part 4 Section MJ-1984 Segmented paving NOTE: See Clause 5 of Section 0. I tem NO. Payment refers SABS l200 DM, etc. SABS 1200 MJ 8.1 8.1 Short Description SECTION :

5、 SEGMENTED PAVING CONSTRUCTION BELOW DESIGNATED TOP OF SUBBASE Earthworks, subgrade and suhbase Construct foundation layers for Areas 1, 3 ant 4 as shown on Dwg. to the applicable tolerances given in Subclause 6.2 of SABS 1201 MJ (see NOTE) Strengthen substandard layers as specified in PSMJ. to the

6、applicable tolerances given in Subclause 6.2 of SABS l200 MJ (see NOTE) Adjust levels of existing subbase pavement to the applicable tolerances given in Subclause 6.2 of SABS 1200 W (see NOTE) and dispose of spoil where relevant a) As specified in Subclause 5.1.2 of SABS 1200 MJ 1) Areas that are to

7、o high 2) Areas that are too low b) mwer subbase to designated levels as specified in Subclause 5.1.2.2 of SABS 1200 MJ C) LOwer existing surface by 150-200 mm, and prepare stabilized subbase for block laying as specified in Subclause 5.1.2.3, of SABS 1200 MJ on Area 2 to . levels as shown on Dwg. .

8、 PROVIDE EDGE RESTRAINTS AS SHOWN ON DRAWINGS FOR - a) Item .4.1 below b) Item .4.2 below c) Item .4.3 below CUT UNITS TO FIT EDGE RESTRAINTS CONSTRUCT PRECAST CONCRETE SEGMENTED PAVING complete on Areas 1 - 3 as shown on Dwg. ., pattern to approval a) on Area 1, Type S-A units b) on Area 2, Type S-

9、B units C) on Area 3, Type S-C units, coloured ADDITICINN. ROLLING FOR LOADS EXCEEDTNG 30 kN IF ORDERED (Provisional) a) Area 1 b) Area 2 TRIAL SECTION (Provisional) Unit Quan- tity n3 and m 2 n or SUE 2 R or sun 2 R or Sun m 2 m 2 m m m m m 2 m 2 m 2 m 2 m 2 Sum Se as NO thl to. 121 m01 to in. OU a

10、n1 act of su1 of Sea Rate 1 lUDunt Sections pplicablc : Attent Degree ol rances sl MJ becat y to achl rances a rests of in the p1 adapt itc rdingly. ection M; lause 1.: art 3 anc ion MJ of DA, DM an1 n is drawn ccuracy I ified in S, they will e. If wid acceptable nomy set , tct specif. .l. 1 and s Subclaus C Part 2, of Sectio &clause 3 art 5 of tl E I st thl m tio 1.2 .2. J 0 l0 cod1