SANS 10120-4 MF-1981 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. SCHEDULE SABS 0120 : Part 4 Section ME-1981 Base PART 4 : TYPICAL SCHEDULE OF QUANTITIES SECTION MF CONTENTS Page Number SECTION : BASE I I SABS 1200 MF

4、: BASE SAUS 0120 : Part 4 Section MF-1981 Base NOTE: Copy the typical schedules that are applicable to the contract for which the document is being prepared. Delete items that are not wanted and add further items as required. Retain the applicable . . major subheadings in the sequence given in this

5、scledule. - Item No. Payment refers S ARS 1200 MF 8.3.1 8.3.2 1200 DM 8.3.7 1200 MF 8.3.2 8.3.3 8.3.3 8.3.4 Short Description SECTION : BASE Construct base with gravel material from - borrow pits . mm to main carriageway - . mm to side roads . . . mm to parking/loading bay Construct base with materi

6、al from designated excavations - a) Excavate aid stockpile for base b) Construct base with material from stock- pile: l) Gravel material . mm to main carriageways . . . mm to side roads . mm to parking/loading bay 2) Graded crushed stone . mm to main carriageways . mm to side roads . . . mm to parki

7、nglloading bay 3) Graded crushed stone and soil fines . . . nlm to main carriageways . mm to side roads . . . mm to parking/loading bay Construct base with material from comnercial - sources - a) Gravel material . mm to main carriageways . . . mm to side roads . . . nun to parking/loading ba; b) Gra

8、ded crushed stone . m to main carriageways . . . mm to side roads . mm to parkinglloading bay c) Graded crushed stone and soil fines . mm to main carriageways . m to side roads . m to parkinglloading bay Construct base with material from designated P- borrow area . . . . - a) Gravel maberial . mm to

9、 main carriageways . mm to side roads . mm to parkinglloading bay b) Graded crushed stone . mm to main carriageways . . . mm to side roads . mm to parking/loading bay C) Graded crushed stone and soil fines . mm to main carriageways . mm to side roads . mm to parkinglloading bay Extra over . Id .2.1,

10、 as applicable, for class of excavation a) Intermediate excavation b) Ward rock excavation c) Boulder excavation Class A d) Boulder excavation Class B Unit May 1981 Armroved bv the Quan tity Sect i Rate D) Amount SABS 0120 : Part 4 Section MF- 1 98 1 Base t em No. .6 .6.1 .6.2 .6.3 .6.4 .7 .7.1 .7.2

11、 -7.3 .E .9 .9.1 .9.2 .9.3 .9.4 .l0 . II .!I. . I I .: .l2 . 12. .12 .l3 .13. .13. .13. Payment refers Short Description Brought forward/. . . . Process base by means of: 2) Screening 3) Heavy grid rolling 2) Meshanisal modification i) Stabilization screening plantlcrusher p% Provide, erect, and com

12、mission on Site Dismantle, remove from Site, and clean up Site love to new location and clean up Site Screened-out material not used in base Stabilizing agent Road lime Port land cement Portland blastfurnace cement Milled blastfurnace cement Overhaul Borrow pits Open up Rehabilitate Waterbound macadam 150 mm thick 200 m thick Kate&?l added to filler a) Cement b) Slaked lime Other fine material Unit m 3 m3 m3 m3 No. m 3 t t t t m3. km m 3 m3 t t m3 Quan- tfty :Sum :Sum Sum Sum - -p Amount