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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 F-1983 Piling PART 4 : TYPICAL SCHEDULES OF QUANTITIES SECTION F CONTENTS Page Number SECTION : CONCRETE PILING 1 Aug
4、ust 1983 Approved by the COUNCIL OF THE SOUTH AFRICAN BUREAU OF STANDARDS 1 SABS 1200 F : PILING NWE: See Clause 5 of Section 0. CODE 0120 : Part 4 Section F-1983 Piling Item NO. Payment refers SARS 1200 F 8.2.1 8.2.2 8.2.3 8.2.4 8.2.5 8.2.6 8.2.7 8.2.8 8.2.9 8.2.10 8.2.11 0.2.12 8.2.13 Short Descri
5、ption SECTION : CONCRETE PILING PRELIMINARY OPERATIONS Establishment on Site for piling Move equipment to and set up at each pile position Standing time (Provisional item) PILING Auger or bore holes for . mm dia. piles through material in the following succes- sive depth ranges: Over and e - 10 m 10
6、 m 15 m 15 m 20 m Extra-over item .2.1 to form, auger, and bore pile holes through identified obstruc- tions (irrespective of depth) consisting of Coarse gravel with matrix content less than 50% Boulders, max. size 200 mm Decomposed dolerite rock formation Drive temporary casiny to form holes for .
7、mm dia. piles through material in the following successive depth ranges: over - and E Manufacture, supply and deliver prefabricated concrete piles X . mm 3 X . mm through material in the followinp successive depth ranges: Over and e - 10 m 10 m 15 m 15 m 20 m Form, auger, and bore pile holes through
8、 unidentified obstructions - Provisional sum* Extra-over items -2.1 and .2.3 or .2.5 for raking piles: Form holes for . . . mm dia. piles on . .O rake OR Prefabricated . X . nun concrete piles on 20 rake Form underreams for . mm dia. piles OR Form bulbous bases for . nun dia. piles Extra-over item .
9、2.1 for socketting piles into rock formation of Class . (See Subclause 3.4 of SABS 1200 F) a) Class R2 b) Class R3, etc. Unit NO. h m m m m m m m m m m m m m m m NO. NO. m m Quan- tity (Thest in t sect Note ?e Sub( rction re codc Rate sum items ma Prelimi 1s of tht I page 2: luse 3.2. of Part Amount
10、 be includec ry and Gene schedule. XXX SABS 0120 : Part 4 Section F-1!)83 Piling tem 10. ayment refers Short. Description Brought forward/. . . . Install and remove temporary casings for . . . mm dia. piles as directed Install permanent pile casing for . mm dia. piles as directed Steel reinforcement
11、 in cast-in-situ pill Mild steel, . mm dia. Concrete mix . in cast-in-situ piles, underrearns, bulbous bases, and sockets xtra-over iten .2.14 for concrete cast under water Splice . X . mm prefabricated piles for lengthening (Prov. ) Strip . mm dia. pile heads TESTING Establishment on Site for load
12、testing of piles Compression load tests on . nun clia. piles: (a) Test load (. . . . kN) (b)Test load (. . . . kN) MISCELLANEOUS Additional foundation investigations - Provisional sum* (a) Diamond drilling (b) Auger drilling (C) Dutch probing (d) Other ALTERNATIVE ITEMS TO ITEMS .7.14? .2.9 - concre
13、te in cast-in-sit piles mm dia., Grade . Bulbous bases for piles in item .5.B provisional sums for items such as .2.6, anm be scheduled under item .l or, in the case and general section of the schedule, as shown Unit m m t t m 3 m 3 No. NO. NO. NO. m NO. .4.1 are a major I Scction wan- ity ) Se ) Se Rate ion G Sum zed by tl :hat inc Amount zzz engineer a es a preli
