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

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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