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. SABS 0120 : Part 4 Section 1.E-1982 Stormwater drainage PART 4 : TYPICAL SCIIEUULES OF QUANIITIES SECTION LE CONTENIS Page Number SCHEDULE SECTION : STOR
4、MWATER DRAINAGE 1 First Revision November 1902 This section of the code supersedes SABS 0120 : Part 4 : Section LE-1980 Approved by the COUNCIL OF TIlE SOUTll AFRICAN BUREAU OF STANDARDS SABS 0120 : Part 4 Section LE-1982 Stormwater drainage SADS l200 LE : STORNWATEW IIIAXNAGE See Clause 5 of Sectio
5、n O. Item No. .l .Z .3 .3.1 .3.2 .3.3 .3.4 .3.5 .3.6 .4 .S .5.1 .i.2 .5.3 .5.4 .5.5 .5.6 .6 .7 .?. 1 .7.2 .E .0.1 .8.2 .9 .9.1 .9.2 chedu .7 :/.l .7.2 .7.3 .7.4 .7.5 .7.6 .7.7 -1.8 .7.9 paymerit refers SABS 3200 LE 8.2.1 PS. . SABS 1200 LE 8.2.7 8.2.3 SABS 1200 LB SABS l200 LE 8.2.2 8.2.5 8.2.3 8.2.
6、7 8.2.5 8.2.8 8.2.8 8.2.11 8.2.12 ETC. : the stru H.2.9(a) 8.2.96b) R.Z.Y(c) 8.2.10 material - - -.- P wly, horidle, lay, bed Claiis . concrete pie Type . and Class . a) 300 mm diameter h) 450 mm diametor C) 600 nun diameter d) 300 urn diameter open joints with gcofabric e) Extra-over item .3.2 for
7、precast inlet and outlet fur 450 mm pipe f) Extra-over item .3.3 for approx. 30O ske ends on G00 mm pipcli lrc PROVILII: Uk:UDING MATERIAL BOX CULVERTS JPEZCAST3)- W- SUII& bed, and install - a) complete with invert slabs 1,s m X 1,O III 3,0 m x 2,0 m b) without invert slabs 3,0 m X 2,O m C) cast-in
8、situ coiicrete 30 MPa/40 nrrn slabs d) Extra-over item . for skew end units (Dwg . ) e) Precast inlets and outlets to Uvg No. CAST-IN-SITU CULVERTS m- Schedu.le formwork, reinforcement., and concret (as in Section G or GA, as applicable) MANilOLES p- Construct complete with covers dnd irames a) Typ
9、e Dwg No . 1,5 m deep b) Typc Dwy No . 2,s m deep CATCIlPiTS Construct complete watli grid inlets a) Typc . Dwq No . b) Type Dwg No MISCELLANEOUS Anchors for gqes Extra-over itcm .S fur colibtructlon of iriclinrd pipe culvcrts up C1.7 450 mm diameter ERNATIVE SCIIIXXJIE. Pdxtlcularly in the case o -
10、p- rcs in detall, such as BRTCKWOIIK 115 thick 230 nun thick 345 nun thick Plaster (not lass than 10 mrn arid not more - than IT mm thick) Benchincl in prescribed mix 20 cortcrete with granolithic rendering ACCESSGRXES -P- Manhole covers Pye including frames Grid inlets Type incluclirrc frames Step irons Other accessories (detail.ed) Unit (S C m m m m 8. or paj No. (See S! m m m m 3 No. . or paj No. NO. No. NO. v.or m 3 m arge cat lil 2 2 m m2 m 2 2 NO. No. No. No. Quant tity 3ule a 3 UB, Rate .n Sectj applici and Sec deep ma !) rn LB) les, Amount
