aaaaa-price list 2015-2016
TRANSCRIPT
A DIVISION OF SNA CIVIL AND STRUCTURAL ENGINEERS (PTY) LTD
PRICE LIST 2015 SNALAB PRETORIA
REG. NO 2005/006128/07
PRICES VALID TILL 31 MARCH 2016
Laboratory at: P O Box 72727
191 Vonkprop Road Lynnwood Ridge 083-462-6949
Samcorpark 0040 082-887-8233
Pretoria Pretoria 071 681 0359
Tel:(012) 751 9388 Fax: (012) 803 4630 E-mail : [email protected]
• Civil Engineering Surveys - Centreline , Borrow-pit and Geotechnical surveys.
• Soil and Gravel - Road and Foundation indicator , MDD , CBR, UCS , ITS
Stabilisation Design , Densities and Quality Control Testing.
• Bituminous binders and Modified Binders - Quality control testing
• Asphalt and Slurry - Full Marshall control testing and Mix DesignsSlurry Mix Designs ,Core Drilling and testing
• Concrete - Quality Control Testing - Mix Designs - Core Drilling and testingConcrete Durability testing
• Chemical tests - PH, Conductivity and various Weathering tests.
• Aggregates - Grading- ACV ,10% Fact's
SERVICES OFFERED
Doug Edwards
A DIVISION OF SNA CIVIL AND STRUCTURAL ENGINEERS (PTY) LTD
Hendrik Diederiks
Justin Grobbler
• Aggregates - Grading- ACV ,10% Fact's
PAGE
1. Terms and condition of business. 3
2. Introduction. 4-5
3. Accreditation Scheduled. 6-7
4. Personnel: Field Investigations, Travelling Time, Reports 8
5. Transport and Accommodation. 8
6. Investigations. 8
7. Tests on Soils and Gravels. 9
8. Tests on Aggregates and Sands. 10
9. Tests on Bitumen and Asphalt. 11
10. Concrete. 12
11. General Information 13-15
INVESTIGATION AND TESTING TARIFFS
These rates will be applicable from the 1st of April 2015 and supersedes all previous price lists.
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1. QUOTATIONS
2. INSTRUCTIONS
3. SAMPLES RECEIVED
4. LIABILITY
5. PROCEDURES AND APPARENT ERRORS
6. PUBLICATIONS OR RESULTS
7. LAW OF SOUTH AFRICA
TERMS AND CONDITIONS OF BUSINESS
All work is undertaken by
SNALAB A DIVISION OF SNA CIVIL AND STRUCTURAL ENGINEERS (Pty) Ltd
And its agents (hereinafter referred as to as the Company) under the following terms and conditions. This applies to laboratory test work,
sampling, site investigations, consultations, opinions and any type of work carried out whether in terms of a specified contract or not.
All work undertaken by the Company is subject to the express condition that total liability of the Company , its
officers, servants, agents or subcontractors for loss or damage of any kind arising out of or caused by
negligence on its part, shall not in any circumstances exceed the fee charged by the Company for the work
undertaken.
In the absence of any specific agreement on a procedure to be used (in case where several procedures or
available or applicable) the Company will at its sole discretion determine the procedure to be used. The
Company will take all necessary precautions and action to endeavor to obtain the maximum precision and
accuracy on any work carried out within the limits imposed by such procedures adopted. If a client is aware of
any apparent inaccuracy in any results reported by the Company or opinions expressed by the Company, the
client shall immediately advise the Company accordingly, and allow the Company a reasonable opportunity to
check such results in opinions, and / or to amend them is necessary.
Unless prior consent of the Company is obtained in writing, any certificates or reports, whether handwritten or
typed, may only be reproduced or published in their full context.
All contracts with the Company shall be governed by and construed according to, and all claims against the
Company shall be determined according to the law of the Republic of South Africa by the appropriate Court of
the Republic of South Africa, to the exclusion of the jurisdiction of the Court of any other country.
Quotations that may be submitted by the Company to clients are based entirely on information supplied to the
Company by the client and will not under any circumstances be binding if such information supplied is found
to be incorrect or incomplete.
Instructions and / or orders for any sampling, analysis, survey, inspection or other work to be undertaken by the
Company must be clearly and precisely set out in writing at the time of submitting such instruction and / or
instructions proves to be incorrect.
All samples / materials submitted for test work of any nature must be clearly marked and identifiable.
In the case of samples being submitted by the client to the company, all results and / or opinions expressed are
representative only of the sample as received by the Company. Unless instructions are received to the contrary,
the Company will dispose of all excess sample material, specimen or exhibits as soon as the tests are completed
and the results reported. This excludes normal amounts of reserve sample material which will be retained for a
period of three months from date of completion of the assignment. If the Company should be required to
dispatch any samples or materials to a client or a third party, all costs of remitting such samples, including
associated telecommunication costs, will be borne by the client.
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SNALAB is a DIVISION of SNA Civil and Structural Engineers (Pty) Ltd.
SNALAB consist of three permanent facilities located in Pretoria, Bloemfontein and Richardsbay
as well as various site laboratories.
• SNALAB Pretoria
The laboratory was established as “Padmaak Laboratorium Dienste” in 1961.
On 24th April 1981, the laboratory became member No 109 of the
South African Association for Civil Engineering Laboratories.
A new testing facility was constructed during 1997 in Samcorpark Pretoria.
The laboratory moved to 191 Vonkprop Street and was established under
the new logo, SNALAB Pretoria, on 29th October 1997.
SNALAB Pretoria is ISO 17025 accredited since June 2007
accreditation number : T0345
• SNALAB Richardsbay
The laboratory was established in July 1993 as a commercial testing laboratory
for the Alusaf project and other commercial work.
SNALAB Richardsbay is ISO 17025 accredited since June 2007
SNALAB QUALITY STATEMENT
• The Management of SNALAB will employ all reasonable care to ensure that the
required service and testing complies with ISO 17025 and SANAS regulations
• The Management of SNALAB is committed to client satisfaction by conforming
to agreed requirements at all times
• The Management of SNALAB shall strive to maintain an open and constructive
relationship with all clients and all other stakeholders
• The Management of SNALAB will ensure that all staff are familiar with and
undertake to comply with the requirements detailed in the Quality Management System
MANAGEMENT POLICY STATEMENT
• The implementation, maintenance and improvement of the Quality
A DIVISION OF SNA CIVIL AND STRUCTURAL ENGINEERS (PTY) LTD
INTRODUCTION
accreditation number : T0341
• The implementation, maintenance and improvement of the Quality
Management System
• Good housekeeping
• The elimination of mistakes
• Customer satisfaction
BEE STATUS
• SNA Civil and Structural Engineers (Pty) Ltd of which SNALAB is
a division achieved a certified BEE rating level two
in Ocktober 2011.
TRAINING AND UPLIFTMENT OF PERSONNEL
SNALAB upliftment policy includes the following :
• Bursaries to various institution.
• In-house training and transferring of skills followed by:
• Evaluations by SANAS approved Technical assessor
• Level promotions
• Obtaining drivers licenses
• Occupational Health and Safety training.
• Company loans for improvement of personal housing.
OCCUPATIONAL HEALTH AND SAFETY
SNALAB is committed to comply to the statutory requirements laid down by
the Occupational Health and Safety Act through implementation of requirements..
Regular audits by external companies assure the compliance to the Act.
CONTACTS
Pretoria :
Laboratory at:
191 Vonkprop Road
Samcorpark
P O Box 72727
Lynnwood Ridge
0040
Pretoria
Tel: (012) 8030403
Fax: (012) 803 4630
E-mail : [email protected]
Laboratory ManagerHendrik Diederiks 083-462-6949
Asst. ManagerDoug Edwards 082-887-8233
Doc. OfficerJustin Grobbler 083-447-2236
Sampling from Sampling Pit in Natural Gravel, Soil & Sand TMH5 MA2
Sampling from Stockpiles TMH5 MB1
Sampling of Treated Pavement Layers TMH 5 MB 10
Sampling of Road Pavement Layers TMH 5 MC 1
Sampling of Asphalt or Concrete from completed layer or structure TMH5 MC2
Division of sample using the rifler TMH5 MD1
TMH 1 Method
A1(b)
A5
The determination of the liquid limit of soils by means of the flow curve method. TMH 1 Method A2
The determination of the plastic limit and plasticity index of soils. TMH 1 Method A3
Atterberg Limits: Linear Shrinkage TMH 1 A4
The determination of the maximum dry density and optimum moisture content of gravel , soil and sand. TMH 1 Method A7
The determination of the California Bearing Ratio of untreated soils and gravel. TMH 1 Method A8
The determination of the in-place dry density and moisture content of soils and gravel's by nuclear methods . TMH 1 Method A10(b)
The determination of the unconfined compressive strength of stabilised soils , gravel's and sands. TMH 1 Method A14+A13T
The wet/dry preparation and sieve analysis of gravel's , sand and soil samples and the determination of the percentage material
passing a 0.075 mm sieve in a soil sample.
ACCREDITATION SCHEDULE : SANAS Accredited Testing Laboratory, No.
T0345
Gra
ve
l, S
oil
s &
Sa
nd
sS
am
pli
ng
The determination of the unconfined compressive strength of stabilised soils , gravel's and sands. TMH 1 Method A14+A13T
Cement or lime content (EDTA) of stabilised materials TMH 1 A 15(a)
Tentative method for the determination of the indirect tensile strength of stabilised materials. TMH 1 Method A16T
The determination of the moisture content of a soil sample. TMH 1 Method A17
The electronic determination of the PH value of soil suspension. TMH 1 Method A20
The method for the determination of the conductivity of a saturated soil paste and water TMH 1 Method A20
Wet preparation and particle size analysis SANS 3001-GR1
Dry preparation and dry particle size analysis SANS 3001-GR2
Wet preparation of samples for plasticity index and hydrometers SANS 3001-GR5
Determination of the one-point liquid limit, plastic limit, plasticity index and linear shrinkage SANS 3001-GR10
Determination of moisture content by oven-drying SANS 3001-GR20
Determination of the maximum dry density and optimum moisture content SANS 3001-GR30
Determination of the maximum dry density and optimum moisture content of laboratory mixed cementitiously stabilised materialsSANS 3001-GR31
Determination of the California bearing ratio SANS 3001-GR40
Preparation, compaction and curing of specimens of laboratory mixed cementitiously stabilised materials. SANS 3001-GR50
Sampling, preparation, compaction and curing of freshly mixed field cementitiously stabilised materials including determination of
maximum dry density and optimum moisture contentSANS 3001-GR51
Determine the unconfined compression strength of compacted and cured specimens of cementitiously stabilised materials SANS 3001-GR53
Determination of the indirect tensile strength of compacted and cured specimens of cementitiously stabilised materials SANS 3001-GR54
Gra
ve
l, S
oil
s &
Sa
nd
s
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The determination of the aggregate crushing value. TMH 1 Method B1
The determination of the flakiness Index of a coarse aggregate TMH 1 Method B3
The sieve analysis of aggregate , including the determination of the materials passing the 0.425 mm and 0.075 mm sieve. TMH 1 Method B4
The determination of the least dimension of aggregates by direct measurements. TMH 1 Method B18(a)
Fact value (10% fines aggregates crushing value) of coarse aggregates SANS 5842
Organic Impurities In Fine Aggregates SABS 838
Bulk density of coarse and fine aggregates SABS 5845
Determination of the bulk density, apparent density and water absorption of aggregate particles retained on the 5mm sieve for road
materials
SANS 3001-AG20:2012
Determination of the bulk density, apparent density and water absorption of aggregate particles passing the 5mm sieve for road
materials
SANS 3001-AG21:2011
Apparent Density of Crushed Stone Base SANS 3001-AG22
Partial size analysis of aggregates by sieving SANS 3001-AG1
Determination of the average least dimension of aggregates by direct measurement SANS 3001-AG2
Determination of the flakiness index of coarse aggregates SANS 3001-AG 4
ACV and 10% FACT values of coarse aggregates SANS 3001-AG 10
ACCREDITATION SCHEDULE : SANAS Accredited Testing Laboratory, No.
T0345
Ag
gre
ga
tes
ACV and 10% FACT values of coarse aggregates SANS 3001-AG 10
Determination of rock durability using 10% FACT values after soaking in ethylene glycol SANS 3001-AG 15
Penetration of Bitumen Materials SABS 30T-TG49
Ball Penetration Resilience TG1-MB10
Bitumen Rubber Standard Test for Softening Point (Ring & Ball Apparatus) ASTM D36
Determination of Compression Recovery TG1-MB11
Determining the flow characteristic TG1-MB12
The determination of the slump of freshly mixed concrete. SANS 5862-1:2006
Mixing fresh concrete in the laboratory SANS 5861-1:2006
Sampling of fresh mixed concrete SANS 5861-2:2006
Making and curing of test specimens SANS 5861-3:2006
Compressive strength of hardened concrete SANS 5863:2006
Drilling, Preparation and Testing Strength of Cores taken from Hardened Concrete SABS 865
Determination of the resistance to flow cylindrical briquettes of a bituminous blend by means of the Marshall apparatus. TMH 1 Method C2
Determination of the bulk relative density of a compacted bituminous mixture and the calculation of voids. TMH 1 Method C3
Maximum Theoretical Density (Rice) TMH1 Method C4 (a)
Co
nc
rete
As
ph
alt
Bit
um
en
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UNIT UNIT RATE UNIT RATE
EXCL. VAT INCL. VAT
1.000 PERSONNEL : FIELD INVESTIGATIONS, TRAVELING TIME, REPORTS
1.010 Director hour P.O.R
1.020 Engineer hour P.O.R
1.030 Technologist hour 720.00 820.80
1.040 Senior Technician hour 420.00 478.80
1.050 Technician hour 270.00 307.80
1.060 Technical assistants hour 150.00 171.00
1.070 Senior material testers hour 110.00 125.40
1.080 Material Tester hour 95.00 108.30
1.090 Assistant Material Tester hour 75.00 85.50
1.100 Labourer hour 75.00 85.50
1.110 Driver/Operator hour 100.00 114.00
1.120 Exstra over : Over time : Technician hour 65.00 74.10
1.130 Exstra over : Over time : Technical assistant hour 55.00 62.70
1.140 Exstra over : Over time : Senior Material Tester hour 45.00 51.30
1.150 Exstra over : Over time : Material Tester hour 35.00 39.90
1.160 Exstra over : Over time : Assistant Material Tester hour 35.00 39.90
1.170 Exstra over : Over time : Labourer hour 27.00 30.78
1.180 Professional Services (Consultant, Geophysicist) +15%
2.000 TRANSPORT AND ACCOMMODATION 0.00
2.010 Motor cars and LDV's km 5.00 5.70
2.020 Trucks to 4000kg (Tansporting samples) km 13.00 14.82
2.030 Back actor Bell 315 S Wet hour 285.00 324.90
2.040 Transport 13 Ton Truck km 20.00 22.80
2.050 Road-, Rail- and Air Transport +15%
2.060 Traveling cost (Air, Rail, etc.) +15%
2.070 Overnight accommodation Per night 520.00 592.80
3.000 INVESTIGATIONS 0.00
3.010 Generator 5 kw Day 220.00 250.80
3.020 Hilty Drill Day 161.00 183.54
3.030 Breaker (Heavy duty electrical) Day 220.00 250.80
3.040 Wacker Compactor/Breaker Day 300.00 342.00
3.050 Angle Grinder Day 110.00 125.40
3.060 Core drilling machine Day 161.00 183.54
3.070 Accommodation of traffic inclusive : flagmen and setting up closures Each 800.00 912.00
3.080 Photo's on CD Print 25.00 28.50
3.090 Carbonation Chemicals Test 35.00 39.90
3.100 Test pit excavation by hand 1 meter deep (one test pits per day) Per pit 8000.00 9120.00
3.110 Test pit excavation by hand 1 meter deep (two test pits per day) Per pit 4000.00 4560.00
3.120 Profiling of test pit Per pit 60.00 68.40
DESCRIPTION
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UNIT UNIT RATE UNIT RATE
EXCL. VAT INCL. VAT
4.000 SOILS AND GRAVELS
4.010 Preparation bulk sample (additional) (over above normal preparation) TMH1 A1(a) Sample 75.00 85.50
4.020 Sieve analysis to 0.075mm TMH1 A1 + A5 Test 200.00 228.00
4.030 Atterberg limits TMH1 A2-A4 Test 185.00 210.90
4.040 Hydrometer analysis to 2 microns on -0.425mm material TMH1 A6 Test 95.00 108.30
4.050 Foundation indicators TMH1 A1-A6 Test 440.00 501.60
4.060 Max. dry density & OMC: Natural material TMH1 A7(i) Test 350.00 399.00
4.070 Max. dry density & OMC: Stabilized material TMH1 A7(ii) Test 400.00 456.00
4.080 CBR values: Natural material TMH1 A8 Test 360.00 410.40
4.090 CBR values: Stabilized material TMH1 A9 Test 420.00 478.80
4.100 Compaction, curing and determination of UCS TMH1 A14 Briquette 150.00 171.00
4.110 Compact, cure & determine indirect tensile strength TMH1 A16T Briquette 150.00 171.00
4.120 pH of soil TMH1 A20 Test 60.00 68.40
4.130 Conductivity of saturated soil paste TMH1 A21T Test 80.00 91.20
4.140 Field density: Sand displacement A10(a) Test 220.00 250.80
4.150 Field density Nuclear method A10(b) Test 135.00 153.90
4.160 Removing cover material Test 120.00 136.80
4.170 Relative Density of soil TMH1 A12T Test 180.00 205.20
4.180 Cement or lime content : EDTA method TMH1 A15 (A) Specimen 220.00 250.80
4.190 Preparation of standard curve TMH1 A15d(ii) Curve 345.00 393.30
4.200 Moisture content of sample as received TMH1 A17 Test 35.00 39.90
4.210 Initial Consumption of Lime TMH1 A17T Test 450.00 513.00
4.220 Wet-dry durability TMH1 A19 Test 2600.00 2964.00
4.230 DCP: In-situ materials TMH6 ST6 Test 135.00 153.90
4.240 DCP: In-situ materials-2 meters TMH6 ST6 Test 270.00 307.80
4.250 Compactibility SABS 0120 Test 200.00 228.00
4.260 Drilling of cores (150mm Ø). Standard depth & trim Core 140.00 159.60
4.270 UCS of drilled cores preparation included Core 175.00 199.50
4.280 Permeability ASTM D2434 No 1700.00 1938.00
4.290 Collapse potential ASTM D5333 No 850.00 969.00
4.300 Consolidation test ASTM D2436 No 12650.00 14421.00
4.310 Time Relationship per Load 300.00 342.00
4.320 Double odometer No 2350.00 2679.00
4.330 Free swell No 750.00 855.00
4.340 Box Shear (Three points required per test) No 2060.00 2348.40
4.350 G-classification COLTO No 125.00 142.50
4.360 Engineers Geologist report No 15000.00 17100.00
4.370 Specialist test: CSIR, GEO-SCIENCE , SABS AND ROCKLAB Test +15%
DESCRIPTION
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UNIT UNIT RATE UNIT RATE
EXCL. VAT INCL. VAT
5.000 AGGREGATES AND SANDS 0.00
5.010 Preparation of Rock sample: Crushing Test 100.00 114.00
5.020 Aggregate crushing value TMH1 B1 Test 300.00 342.00
5.030 10% FACT (Wet or Dry) + Durability TMH1 B2 Test 680.00 775.20
5.040 Flakiness index TMH1 B3 Test 250.00 285.00
5.050 Sieve analysis to 0.075mm + FM TMH1 B4+B13 Test 170.00 193.80
5.060 Foundation indicators concrete sands TMH1 A1/ASTM D422 Test 450.00 513.00
5.070 Organic impurities in concrete sand TMH1 B6 Test 130.00 148.20
5.080 Bulk density of aggregate and sand TMH1 B9 Test 165.00 188.10
5.090 Relative density & water absorption +4.75mm matl. TMH1 B14 Test 175.00 199.50
5.100 Relative density & water absorption -4.75mm matl. TMH1 B15 Test 275.00 313.50
5.110 +4.75 C-A: ARD & -4.75 C-A: ARD SABS 844 Test 200.00 228.00
5.120 Extra over water absorption SABS 843 Test 50.00 57.00
5.130 Average least dimension of aggregate TMH1 B18 Test 210.00 239.40
5.140 Sand Equivalent of aggregates TMH1 B19 Test 235.00 267.90
5.150 Apparent Relative Density of crushed stone (88%) KSPO 8108 Test 165.00 188.10
5.160 Total approx dry BRD ( 85% ) COLTO 8108(a) Test 360.00 410.40
5.170 Weathering test: Expansive breakdown: Ethylene Glycol 60 days COLTO 8105 Test 420.00 478.80
5.180 Weathering test: Soundness: Magnesium Sulphate SABS 839(a) Test 375.00 427.50
5.190 Weathering test: Venter : Soundness of Mudrock and Shale COLTO 8107(e) Test 350.00 399.00
5.200 Abrasion resistance: coarse aggregates (Durability Mill) CSIR 16-2 Test 3000.00 3420.00
5.210 Sugar in fine aggregates SANS 833 Test 200.00 228.00
5.220 Total water soluble salts SANS 849 Test 450.00 513.00
5.230 Total water soluble sulfates SANS 850 Test 450.00 513.00
5.240 Methylene Blue Absorption SANS 1243 Test 450.00 513.00
5.250 Chloride content SANS 830 Test 450.00 513.00
5.260 Soluble deleterious impurities SANS 834 Test 495.00 564.30
5.270 Shell content of fine aggregate SANS 840 Test 380.00 433.20
5.280 LA Abration Test 1420.25 1619.09
5.290 Polishing stone value Test 4200.00 4788.00
5.300 XRD ANALYSIS Test 1058.00 1206.12
5.310 PETROGRAPHY ANALYSIS Test 2350.00 2679.00
5.320 Specialist test: CSIR, GEO-SCIENCE , SABS AND ROCKLAB +15%
DESCRIPTION
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UNIT UNIT RATE UNIT RATE
EXCL. VAT INCL. VAT
6.000 ASPHALT 0.00
6.010 Marshall design (sand and aggregate property excl.) TMH1 C1 Design 4500.00 5130.00
6.020 Marshall stability and flow TMH1 C2 Briquette 66.00 75.24
6.030 Compaction of Marshall briquette TMH1 C2 Briquette 66.00 75.24
6.040 Bruto relative density of briquette TMH1 C3 Briquette 66.00 75.24
6.050 Maximum Theoretical Relative Density (Rice method) TMH1 C4(a) Test 200.00 228.00
6.060 Immersion index TMH1 C5 Briquette 76.00 86.64
6.070 Binder content + grading (Bitumen) *TMH1 C7(a) + B4 Test 410.00 467.40
6.080 Binder Content (Indirect Method) *TMH1 C7(a) Test 350.00 399.00
6.090 Water content of mixture - oven drying TMH1 C11 Test 60.00 68.40
6.100 ITS on asphalt briquette or core TMH C9T Briquette/Core 66.00 75.24
6.110 E.O. for preparation of core for testing 0.000 Core 40.00 45.60
6.120 Drilling of cores (100mm Ø) : 0 - 75mm depth Core 150.00 171.00
6.130 Drilling of cores (100mm Ø) : 75 - 150mm depth Core 175.00 199.50
6.140 Specialist test: CSIR, GEO-SCIENCE , SABS AND ROCKLAB Test +15%
7.000 TESTS ON BITUMEN, BITUMEN RUBBER AND MODIFIED BINDERS
7.010 Penetration Value of Bitumen TMH1 E1 Test 175.00 199.50
7.020 Relative density of Bitumen TMH1 E2 Test 265.00 302.10
7.030 Ring + ball softening point TMH1 E5 Test 350.00 399.00
7.040 Viscosity of Emulsions Saybolt/Furol TMH1 E8 Test 175.00 199.50
7.050 Brookfield Viscosity 60/135°C D4402 Test 195.00 222.30
7.060 Sampling, Storing preparation of Bitumen Rubber BR 1T hour 135.00 153.90
7.070 Ball penetration and resilience BR2T Test 175.00 199.50
7.080 Compression recovery BR3T Test 155.00 176.70
7.090 Flow test BR4T Test 155.00 176.70
7.100 Dynamic viscosity BR5T Test 155.00 176.70
7.110 Grading and loose fiber content of rubber crumbs BR6T Test 155.00 176.70
7.120 Resilience of rubber crumbs BR7T Test 300.00 342.00
7.130 Bulk density of rubber crumbs BR8T Test 125.00 142.50
7.140 Surface ball penetration Test 670.00 763.80
7.150 Marvile permeability testing COLTO 8100 Test +15%
DESCRIPTION
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UNIT UNIT RATE UNIT RATE
EXCL. VAT INCL. VAT
8.000 CONCRETE TESTS 0.00
8.010 Cubes: Curing & Crushing: delivered cube SABS 861-3/863 Cube 40.00 45.60
8.020 Making, Curing & Crushing of concrete-cubes (min. 4 cubes) SABS 861-3/863 Cube 75.00 85.50
8.030 Slump Test SABS 862-1 Test 90.00 102.60
8.040 Beams: Curing & Testing: Flexural strength delivered beam SABS 864(a) Beam 125.00 142.50
8.050 Making, Curing and Testing of concrete Beam SABS 864(b) Beam 250.00 285.00
8.060 Concrete Mix Design.(including Grading, RD, SG and Water Ab only) SD7 Design 3000.00 3420.00
8.070 Additional Mix Design: same materials in 8.060 Design 840.00 957.60
8.080 Theoretical Mix Design (no testing) Design 2140.00 2439.60
8.090 Drilling of concrete cores 72mm Ø TMH 5 MC2 mm 1.60 1.82
8.100 Drilling of concrete cores 100mm Ø TMH 5 MC2 mm 1.75 2.00
8.110 Drilling of concrete cores 150mm Ø TMH 5 MC2 mm 3.50 3.99
8.120 Trimming, capping, curing and testing of concrete cores SANS 5865 Core 290.00 330.60
8.130 Schmidt hammer m² 151.00 172.14
8.140 Compressive strength of bricks Brick 55.00 62.70
8.150 Extra over for capping of brick Brick 40.00 45.60
8.160 Compressive strength of interlocking blocks Brick 55.00 62.70
8.170 Compressive strength of clay bricks Brick 55.00 62.70
8.180 Extra over for capping Brick 40.00 45.60
8.190 Cover meter tests m² 90.00 102.60
8.200 Water Sorptivity No 420.00 478.80
8.210 Oxygen Permability No 600.00 684.00
8.220 Chloride conductivity No 450.00 513.00
8.230 Trimming of concrete cores for durability testing No 30.00 34.20
8.240 Specilist test: CSIR, GEO-SCIENCE , SABS AND ROCKLAB +15%
9.000 ROCK TESTS
9.010 Specialist test: CSIR, GEO-SCIENCE , SABS AND ROCKLAB +15%
9.020 Excluding delivery of sample km 5.00 5.70
10.000 WATER TESTS
10.010 All water tests (Sub-contracted to RCH) CSIR or SABS +15%
10.020 Excluding delivery of sample km 5.00 5.70
11.000 OTHER
11.010 General
DESCRIPTION
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9. GENERAL INFORMATION
A. RATES
1.
2.
3.
4.
B.
1.
2.
C.
1.
D.
1.
2.
3.
DISCOUNT
A single rate of tariffs apply and no supplements will
be levied for work done outside official working
Rates contained in this schedule are essentially for
casual testing however, active clients of long
standing will be able to negotiate rates.Rates not included in the list are available on request.
Management reserves the right to alter any rate without
prior notification.
TIME
All personnel time, whether for traveling, sampling
TEST REQUEST
Discounts of 5% are offered for bulk testing and
only applicable if account is paid within 30 days of
Discounts are not considered for any work, or part
thereof.
No interpretations of test results or recommendations
with regard to quality or suitability of materials tested,
will be made unless specifically appointed to do so.
All requests must be accompanied by a works order.
The client must also ensure that sample sizes are
adequate, samples properly numbered and instructions
Only by notifying the laboratory timorously can all work
(results) be effectively processed.
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E.
1.
F.
1.
G.
Please refer to next page
CREDIT APPLICATION
PAYMENT
Our standard terms of payment are 30 days from
date of invoice. We reserve the right to charge
interest, calculated from 30 days after date of
invoice at the prevailing bank overdraft rate, on all
accounts still unpaid after 60 days from date of
invoice. After 90 days the account will be handed
over to a debt collection agency.
CLIENT PARTICULARS
In accordance with ISO 17025, SNALAB requires a
completed copy of our Credit Application Form
( Attached), from all clients. Work cannot commence
until the form has been received by SNALAB.
aaaaa-Price List 2015-2016.xlsx