aaaaa-Price List 2015-2016

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


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.

aaaaa-Price List 2015-2016.xlsxaaaaa-Price List 2015-2016.xlsx

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.

aaaaa-Price List 2015-2016.xlsx

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


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


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


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



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



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



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



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



8.120 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


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.


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.


Date post:	18-Aug-2015
Category:	Documents
Upload:	rashid-shaik
View:	75 times
Download:	2 times

aaaaa-Price List 2015-2016

Documents