SOUTH AFRICAN NATIONAL ROADS AGENCY SOC … · SOUTH AFRICAN NATIONAL ROADS AGENCY SOC LIMITED ... bracket is the sum of the primary fee and the percentage applied to the difference

ANNEXURE 3 Consulting Engineering Services – Revision 2016/2017

Project No.: ………………………………...

Agreement No.: …………………………….

of ...……………………… (date)

SOUTH AFRICAN

NATIONAL ROADS AGENCY SOC

LIMITED

STANDARD ANNEXURE NO 3

Tables and Appendices relevant to Fees and Disbursements

Agreement for Consulting Engineering Services

Date of Revision: APRIL 2016


CONTENTS

Page

Civil and Structural Engineering Works .............................................................................. Table 1 1

Additional Fee for Reinforced Concrete Portion of the Works .......................................... Table 2 2

Payments for Reports as well as Approved Prints and Contract Documentation .......... Table 3 3

Rates for Reimbursement for Transport and Subsistence ................................................ Table 4 5

Monthly Rates for Site Laboratory Equipment .................................................................... Table 5 6

Monthly Rates for Site Survey Equipment ........................................................................... Table 6 8

Site Staff : Monthly Accommodation Allowance Rates ..................................................... Table 7 9

Schedule of Travel Tariffs ...................................................................................................... Table 8 10

Standard Accessories for Site Laboratories……………………………………………....Appendix 1 11

Standard Accessories for Site Survey Equipment on Construction Sites……….… Appendix 2 20

Standard Laboratory Rates for Design or Additional Check Testing……………….…Appendix 3 21

1


TABLE 1

2016/2017

BASIC FEES FOR CIVIL AND STRUCTURAL ENGINEERING WORKS

(Subsections 1.1 and 3.2.1 (1) of Annexure 1 of the Agreement)

As per Government Gazette 34875 of 20 December 2011

The basic fee for normal services in the disciplines of civil and structural engineering, pertaining to engineering projects, is determined from the table below. The fee for the cost of the works within each bracket is the sum of the primary fee and the percentage applied to the difference between the cost of the works and the amount in the first column of the table for the relevant bracket.

COST OF THE WORKS BASIS OF FEE CALCULATION

For projects up to R 512 000 A Lump sum or on a Time Basis

Where the cost of the work exceeds

But does not exceed Primary Fee Percentage (of balance)

R 512 000 R 1 280 000 R 64 000 12.5%

R 1 280 000 R 6 300 000 R 160 000 10.0%

R 6 300 000 R 12 850 000 R 662 000 9.0%

R 12 850 000 R 32 000 000 R 1 251 500 8.0%

R 32 000 000 R 64 000 000 R 2 783 500 6.0%

R 64 000 000 R 385 500 000 R 4 703 500 5.5%

R 385 500 000 R 22 386 000 5.0%

2


TABLE 2

2016/2017

ADDITIONAL FEE FOR REINFORCED CONCRETE AND STRUCTURAL STEEL

PORTION OF THE WORKS

(Subsections 1.1 and 4.2.1 (b), (c), (d) and 4.3.1(b) of Annexure 1 of the Agreement) for the application of

the fees for the reinforced concrete and structural steelwork portions of the works as well as and alterations to existing works.

As per Government Gazette 34875 of 20 December 2011

COST OF THE WORKS BASIS OF FEE CALCULATION

For projects up to R 512 000 A Lump sum or on a Time Basis

Where the cost of the work exceeds

But does not exceed Primary Fee Percentage (of balance)

R 512 000 R 1 280 000 R 25 600 5%

R 1 280 000 R 6 300 000 R 64 000 4.5%

R 6 300 000 R 12 850 000 R 289 900 4%

R 12 850 000 R 32 000 000 R 551 900 3%

R 32 000 000 R 64 000 000 R 1 126 400 2%

R 64 000 000 R 385 500 000 R 1 766 400 1.5%

R 385 500 000 R 6 588 900 1.5%

NOTES

i The additional fee is applicable to the value of the reinforced concrete and structural steel portions of the work as defined in (ii) below including the pro rata preliminary and general amounts in the schedule of quantities. ii All work described and scheduled under Sections 6000 and 12000, if applicable, of the

Standard Specifications for Road and Bridge Works (COLTO) shall be included in the cost for application of this table.

iii The costs of all the structures on the same project shall be cumulative for the

determination of the cost of the reinforced concrete and structural steel portion of the works for application of the sliding scale.

iv The additional fees for the reinforced concrete part of the Works as per the above table

is payable in full (100 %) when the detailed design and all the required working drawings such as steel bending schedules etc. are completed and approved by SANRAL.

3


TABLE 3

2016/2017

PAYMENTS FOR REPORTS AS WELL AS APPROVED PRINTS AND CONTRACT DOCUMENTATION

ITEM DESCRIPTION UNIT COST

1 PHOTOCOPYING (or alternative methods of reproduction)

1.1 Black

- Flat rate for one side of page A4 page 93c

A3 page R1.79

1.2 Colour

- Flat rate for one side of page A4 page R12.71

A3 page R16.46

Note: Reproduction is recoverable in respect of:

- All reports

- All contract documents

- Pre-selection/pre-qualification documents

- Tender analysis and recommendations

- Interim progress, financial reports

- Final accounts

- Manuals

- Minutes of meetings

- Correspondence

- Payment certificates

- Variation orders

2 PRINTED COVERS AND BINDING

2.1 Book type binding All sizes Approved Cost + 10%

(inclusive of collating, staple and cloth type binding)

- Tender documents

- Specifications

- Schedule of quantities

- Pre-selection/pre-qualification documents

- Feasibility reports

- Preliminary design reports

2.2 Spiral binding

(inclusive of collating, spirals and cover) A4 size R27.32

A3 size R46.67

A2 size R61.66

4


ITEM DESCRIPTION UNIT COST

2.3 All other cases, eg No charge

- Agreements

- Correspondence

- Minor feasibility reports

- Tender analysis and recommendations (included in rates

- Payment certificates and/or fees)

- Variation orders

- Interim progress and financial reports

- Contract accounts (drafts and final)

3 ARTWORK

Artwork, only where specifically requested by client

- Done internally in consultant’s office Hour Time and cost

- Done externally to consultant’s office + 10 % as approved

4 PLAN PRINTING/REPRODUCTION

4.1 Xerox or other approved (black) Number A0 A1 A2 A3 A4

Polyester film (0,08 mm thickness) 1 R109 R55 R34 R23 R13.25

Durester (0,05 mm thickness) 1 R111 R58 R37 R23 R13.25

Plain paper 1 R32.41 R21 R15.25 * *

* as for 1.1 above

4.2 Drawing Files: Time and Cost

4.3 Reduction Approved Cost + 10%

5. COMPUTER CHARGES (including CAD Systems)

5.1 Electronic Plotting of CAD Drawing (recoverable for all plots:

Line Drawings Number A0 A1 A2 A3 A4

Paper 1 R95.32 R64.82 R47.67 R31.77 R18.58

Polyester film (0,08 mm thickness) 1 R216 R113 R58.59 R44.91 R26.23

* as for 1.1 above

Colour drawings and maps A0 A1 A2 A3 A4

Paper 1 R143.62 R96.60 R73.08 R47.67 R40.08

Polyester film 1 R162.45 R87.72 R72.56 R50.90 R44.43

Orthophoto on Photo Paper 1 R509 R270 R161.19 R79.53 R46.66

* as for 1.2 above

6. PHOTOGRAPHIC REPRODUCTION Approved Cost + 10%

5


TABLE 4

2016/2017

RATES FOR REIMBURSEMENT FOR TRANSPORT AND SUBSISTENCE

(Subsections 1.4.2 and 4.4.2 of Annexure 1 of the Agreement)

(See subsection 1.4.2) (km)

1. Planning and Design Stages 2. Construction Stage

Total reimbursement (Rands) in accordance with the size of the project as follows:

Reimbursements for all contracts in Rands per month:

Project Cost < R6 mil

Project Cost R6-R20 mil

Project Cost > R20 mil

New Works Rehabilitation

0 – 100

30 883

40 977 52 475 4 084 4 669

100 – 200 98 808 122 729 158 296 12 628 15v165

200 – 300 160 622 131 254 263 854 21 027 23 673

300 – 400 198 562 294 547 373 103 27 627

33 129

400 – 500 270 025 353 455 446 741 30 928 36 816

500 – 600 294 585 392 714 504 505 32 882 38 536

600 – 700 309 488 402 813 530 192 34 247 40 487

700 – 800 325 241 423 404 559 635 35 948 42 227

800 and more 343 637 441 824 589 078 38 047 45 514

Notes

These reimbursements are apportioned as follows: (A) NEW WORKS:

- Preliminary Investigation – 20% - Preliminary Design – 40% - Detail Design – 40%

(B) REHABILITATION:

- Detail Design – 40% - Other – time and cost

2 equal payments will be allowed per stage as

agreed with SANRAL upon 50% progress and

100% progress

Notes

These reimbursements are

recovered on a monthly basis

on the Consultant’s Supervision

Account.

To allow for site visits during the tender stage and maintenance period claims will be allowed one month prior and one month subsequent to the actual construction period.

6


TABLE 5

2016/2017

MONTHLY RATES FOR SITE LABORATORY EQUIPMENT


ITEM TYPE OF EQUIPMENT

1 MAJOR ITEMS

1.1 Air Entrainment meter R 824.00

1.2 Automatic Titrator (Metrohm 716)

1.3 Benkelman Beam R 871.00

1.4 Centrifuge (S.M.M.) R 932.00

1.5 Compactor (Mod AASHTO) R 2 003.00

1.6 Compactor Marshall R 674.00

1.7 Core Drilling Machine R 1 618.00

1.8 Crusher (Large) 4 x 6 R 1 974.00

1.9 Crusher (Small) 4 x 3 R 2 444.00

1.10 CBR Press R 1 710.00

1.11 CBR (Hand Operated) R 1 077.00

1.12 UCS Press R 2 538.00

1.13 CBR/UCS Press R 1 942.00

1.14 Concrete Press (Cubes) R 3 433.00

1.15 Concrete Press (Beams) R 2 550.00

1.16 Concrete (Frame : Beams) R 1 541.00

1.17 Marshall Press (Complete) R 1 299.00

1.18 ALD-Device (Electronic) R 504.00

1.19 Penetrometer (Electronic) R 373.00

1.20 Concrete Pan Mixer 50 litre R 1 481.00

1.21 Nuclear Gauge : Troxler R 4 240.00

1.22 Nuclear Gauge : CPN R 3 951.00

1.23 Rolling Straight Edge R 2 414.00

1.24 Saw (Diamond) R 696.00

1.25 Saw (Pavement Cutter) R 1 765.00

1.26 Vebe Consistometer R 1 130.00

1.27 Vibrating Table (Concrete) R 496.00

1.28 Brookefield Viscometer R 1 718.00

1.29 Asphalt thin layer Density Guage (Troxler Model 4640B) R 6 791.00

2 ACCESSORIES

2.1 Asphalt Laboratory R 14 681.89

2.2 Chemical Laboratory R 3 810.05

2.3 Concrete Laboratory R 7 738.85

2.4 Soil Laboratory R 14 119.97

2.5 Seal Laboratory R 11 557.79

3 ACCREDITATION

3.1 ISO 17025 10% of "2"

7


NOTES:

The ancillary equipment in 2 above (Accessories) is in accordance with SANRAL’s standard equipment lists for each type of laboratory as indicated in Appendix I of this Annexure.

Payment for equipment and laboratories of a particular type shall only be made for

those periods for which it is required for use on the construction site.

Payment shall be made monthly by multiplying the approved monthly reimbursable

value with a "quantity factor", approved by SANRAL, and also where necessary

with a "time factor" for pro-rata parts of calendar months (both calculated to four

decimal figures).

The quantity factor will be mutually agreed upon between SANRAL and the

Consulting Firm prior to the commencement of the Works and shall, where

necessary, be based on SANRAL’s standard equipment list(s) reflected in

Appendix 1 of this Annexure.

SANAS External Audit, if required, will be paid as a disbursement. Cost to be

agreed with SANRAL.

Travelling cost to and from site is payable in accordance with Table 8 of this

Annexure.

Item 3.1 is payable to accredited laboratories only, covering internal auditing cost

as required by ISO 17025 accreditation. Internal audits to be done quarterly or as

agreed.

Duplicate testing must be agreed with SANRAL and will be paid for in accordance

with the rates in Appendix 3 of this Annexure.

8


TABLE 6

2016/2017

MONTHLY RATES FOR SITE SURVEY EQUIPMENT


ITEM TYPE OF EQUIPMENT MONTHLY

REIMBURSABLE VALUE

A Total Station (5") incl standard accessories R2 074.00

B Automatic Level (1.7mm/double km Run) R188.00

C Electronic Level (1.4mm/double km Run including standard accessories)

R940.00

D Electonic fieldbook (Psion Type) R666.00

E GPS RTK including 1 Rover and electronic fieldbook R9 607.00

F Two Way Radio (FM) including battery charger R69.00

G Personal Computer (Including MS Office Software) R768.00

H Laptop Computer (Including MS Office Software) R639.00

I Software for Survey (Modelmaker / Roadmaker) R903.00

J Accessories (in Accordance with Standard list in Appendix 2 )

R3 200.00

NOTES:

Payment for equipment of a particular type shall only be made for those periods for which it is required for use on the construction site.

Payment shall be made monthly by multiplying the approved monthly reimbursable value with a "quantity factor", approved by SANRAL, and also where necessary with a "time factor" for pro-rata parts of calendar months (both calculated to four decimal figures).

The quantity factors shall be mutually agreed upon between SANRAL and the Consulting Firm prior to the commencement of the Works and shall, where necessary, be based on SANRAL’s standard equipment list(s) reflected in Appendix 2 of this Annexure.

The rate for Personal Computers will be applicable to all other computers approved for the use by the Engineer’s Representative.

9


TABLE 7

2016/2017

SITE STAFF : MONTHLY ACCOMMODATION ALLOWANCE RATES


ANNUAL BASIC SALARY

AREA IN WHICH HOUSING UNIT IS LOCATED

OTHER METROPOLITAN

AREAS

Up to – R100 000 R

2 849

R 3 282

R100 000 – R200 000 R 3 610 R 4 314

R200 000 – R400 000 R 4 425 R 5 545

R400 000 and over R 5 286 R 6 272

NOTES:

This monthly allowance is applicable only in cases where normal accommodation, without being relocated is occupied by site staff in lieu of other rented accommodation whilst performing supervisory duties approved by SANRAL.

Specific agreement and approval of SANRAL is required for payment of the above allowances to supervisory staff.

The distance travelled to own home by supervisory staff shall be to the approval of SANRAL.

The Consulting Firm shall in all instances ensure compliance with the relevant laws and regulations in this regard.

10


TABLE 8

2016/2017

SCHEDULE OF TRAVEL TARIFFS (cents per kilometre)

ENGINE VOL (cc) A B C D

Up to 1400 279 + 7.24 x PP 204 + 9.8 x PP - -

1401-1600 314 + 7.88 x PP 230 + 9.8 x PP - -

1601 – 1800 363 + 7.88 x PP 230 + 9.8 x PP - 363 + 7.88 x PP

1801 – 2000 421 + 8.77 x PP 311 + 9.8 x PP 311+ 9.8 x PP 372 + 8.77 x PP

2001 – 2501 469 + 10.56 x PP 315 + 13.1 x PP 413 + 13.1 x PP 469 + 10.56 x PP

Over 2501 482 + 10.98 x PP 415 + 13.8 x PP 456+ 13.8 x PP 482 + 10.98 x PP

NOTE: “PP” is the lowest octane rating of unleaded petrol price for the month, in the area (Coast or Gauteng/Reef) of the respective Regional Office.

1. VEHICLE CLASSES

A - Passenger motor cars , station wagons and Double Cabs.

B - Two wheel drive light delivery vehicles, panel vans and other similar

goods vehicles with a carrying capacity up to one metric ton.

C - Four-wheel drive light delivery vehicles (single and double cab).

D - Mini buses (up to 15 seater).

2. CLASS AND CAPACITY OF VEHICLES ALLOWED

In normal circumstances, also for site staff, the tariff for private vehicles

(Classes A and B) up to 1800 cc will be considered by SANRAL.

In case of material investigations and land surveying, Class B vehicles up to

2000 cc are permissible with prior approval of SANRAL.

In the case of Categories A and B staff in terms of Clause 1.2 of Annexure 2,

tariffs for Classes A and B vehicles up to 2500 cc will be considered by

SANRAL.

Any Classes C and D vehicles for site staff to be approved by SANRAL.

3. APPLICABILITY OF SCHEDULE

The tariffs in this table are fixed for one year only (April – March of each year)

after which the revised tariffs will be applicable regardless of the Stage of the

Project.

11


4. SURCHARGE PAYABLE

A surcharge of 5% will be payable

12

ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

APPENDIX 1

LIST OF STANDARD ACCESSORIES FOR SITE LABORATORIES

2016/2017

Item No Description Rate at

Agreement Date

Asphalt Lab Chemical Lab Concrete Lab Soil Lab Seal Lab

Std Qty

Amount Std Qty

Amount Std Qty

Amount Std Qty

Amount Std Qty

Amount

1 Acid Pump - Laboratory Type 1

2 Air-tight containers

2 (a) Air-tight container (PI tins : 45 ml) R 4.32 120 R 518.40

2 (b) Air-tight container (10 litre) R 67.39 20 R 1 347.80

2 (c) Air-tight container (20 litre) - CBR R 87.70 20 R 1 754.00

3 ALD Device (Dial Type) R 10 709.73

1 R 10 709.73

5 ASTM 15 C Thermometer R 701.05 1 R 701.05

6 Balance (Electronic)

6 (a) Balance (Electronic) 200 - 300 g / +-0.01 g

R 3 061.44 1 R 3 061.44

6 (b) Balance (Electronic) 2 kg / +-0.01 g R 8 100.06 1 R 8 100.06 1 R 8 100.06

6 (c) Balance (Electronic) 5 - 8 kg / +-0.1 g R 4 533.16 1 R 4 533.16 1 R 4 533.16 1 R 4 533.16

6 (d) Balance (Electronic) 8 - 12 kg / +-0.1 g R 4 085.11 1 R 4 085.11 1 R 4 085.11

6 (e) Balance (Electronic) 20 - 30 kg / +-1 g R 2 442.77 1 R 2 442.77

7 Balance (Mechanical)

7 (a) Balance (Mechanical) 20 kg R 614.58 1 R 614.58

7 (b) Balance (Mechanical) 2,160 kg R 1 480.23 2 R 2 960.46

8 Ball pen apparatus (Road surfaces) without Marshall Hammer

R 1 430.27 1 R 1 430.27

9 Ball penetration containers R 82.91 6 R 497.46

10 Ball penetration sphere (Bit / rub) R 82.70 1 R 82.70

11 Base plate (Manual CBR/UCS compaction)

R 568.71 3 R 1 706.13

12 Basins 500 mm dia - Galvanised R 76.54 3 R 229.62 10 R 765.40 20 R 1 530.80 30 R 2 296.20 2 R 153.08

13 Beaker (Glass) 600 ml R 52.62 6 R 315.72 1 R 52.62

14 Beakers (Stainless Steel)

14 (a) Beakers (Stainless Steel) 2 000 ml R 257.78 1 R 257.78 1 R 257.78

13


14 (b) Beakers (Stainless Steel) 600 ml R 62.08 1 R 62.08 1 R 62.08

15 Bench Grinder R 652.68 1 R 652.68

16 Plastic Buckets

16 (a) Plastic Bucket 5 litre R 14.35 12 R 172.20

16 (b) Plastic Bucket 2 litre R 8.50 12 R 102.00

17 Brooms

17 (a) Brooms - Hard R 98.15 1 R 98.15 1 R 98.15 2 R 196.30 1 R 98.15

17 (b) Brooms - Soft R 93.08 1 R 93.08 1 R 93.08 1 R 93.08 1 R 93.08 1 R 93.08

18 Brushes

18 (a) Brush - Brass or Copper R 90.04 1 R 90.04 1 R 90.04 2 R 180.08 1 R 90.04

18 (b) Brush - Nail (Hard Bristle) R 16.12 1 R 16.12 1 R 16.12 2 R 32.24 1 R 16.12

18 (c) Brush - Paint 5 - 10 mm (5mm) R 8.72 1 R 8.72

18 (d) Brush - Paint 25 - 50 mm (25mm) R 8.40 1 R 8.40 2 R 16.80 1 R 8.40 1 R 8.40 1 R 8.40

18 (e) Brush - Paint 5 - 25 mm (10mm) R 7.15 1 R 7.15

18 (f) Brush - Paint 50 - 100 mm (50mm) R 38.00 1 R 38.00 2 R 76.00 1 R 38.00 2 R 76.00 1 R 38.00

19 Bunsen burner R 430.94 1 R 430.94 1 R 430.94

20 Burettes

20 (a) Burette stand R 372.90 2 R 745.80 1 R 372.90

20 (b) Burette - 50 ml R 454.96 1 R 454.96

20 (c) Burette - 100 ml - automatic R 883.88 2 R 1 767.76 1 R 883.88

21 Gas Burner with asbestos plate R 155.20 3 R 465.60 3 R 465.60 2 R 310.40 3 R 465.60

22 Calculator (Pocket) R 208.44 1 R 208.44 1 R 208.44 1 R 208.44 3 R 625.32 1 R 208.44

24 Canvas Sheets

24 (a) Canvas sheet - 1 m x 1 m R 104.71 1 R 104.71 1 R 104.71 1 R 104.71

24 (b) Canvas sheet - 2 m x 2 m R 309.86 1 R 309.86 1 R 309.86 1 R 309.86 5 R 1 549.30 1 R 309.86

25 Carboy - 25 l (Distilled Water) R 223.50 1 R 223.50 1 R 223.50

26 Carpenter's square R 61.12 1 R 61.12

27 CBR Soaking Bath - 1 m x 1 m x 0,45 m R 3 364.40 3 R 10 093.20

28 Centrifuge cups (SMM) R 1 583.87 4 R 6 335.48

29 Chisels - Density Test etc. R 86.63 3 R 259.89

30 Closed end manometer R 1 432.92 1 R 1 432.92

31 Collar - detachable for CBR/UCS moulds R 296.22 3 R 888.66

32 CBR/UCS Compaction hammer and sleeve

14


32 (a) Compaction hammer and sleeve 2,495 kg complete

R 349.90 2 R 699.80

32 (b) Compaction hammer and sleeve 4,536 kg complete

R 372.05 3 R 1 116.15

33 Compaction rod (600 X 16 mm) R 61.65 1 R 61.65

34 Compression frame (Bit / rub) R 1 305.28 1 R 1 305.28

35 Concrete moulds

35 (a) Concrete mould (150 x 150 x 150 mm) R 643.12 12 R 7 717.44

35 (b) Concrete mould (Beam) R 3 401.60 4 R 13 606.40

36 Containers

36 (a) Container (Sand) - 200 litre R 534.69 1 R 534.69

36 (b) Container with lid - 2 litre R 8.50 20 R 170.00

37 Copper or brass gauze discs (CBR) R 18.87 12 R 226.44

39 De-ioniser R 5 428.21 1 R 5 428.21

40 Density Test - Sand replacement

40 (a) Density funnel & wind shield R 2 415.67 3 R 7 247.01

40 (b) Density sand (40kg) R 98.33 5 R 491.65

40 (c) Ring - Density R 1 115.62 3 R 3 346.86

40 (d) Dolly (Density) R 256.18 3 R 768.54

40 (e) Pegs (Steel - Density) R 28.17 18 R 507.06

40 (f) Pouring can (Density) R 643.12 3 R 1 929.36

40 (g) Cylindrical container (Sand calibration Dia & Height = 152mm)

R 602.72 1 R 602.72

42 Depth Gauge - Vicat Apparatus R 1 363.83 1 R 1 363.83

43 Dial Gauges

43 (a) Dial guage (0.01 mm divisions) R 1 427.61 1 R 1 427.61

43 (b) Dial guage (0.127 mm divisions) R 1 807.10 1 R 1 807.10

44 Distance - Tru-meter R 1 219.79 1 R 1 219.79 1 R 1 219.79

45 Distiller - Water R 17 389.62

1 R 17 389.62

46 Distilling apparatus - Toluene R 26 506.44

1 R 26 506.44

48 Dropping bottle R 110.34 1 R 110.34

49 Drying Oven (Additional racks)

49 (a) Drying Oven (Additional racks) - 240 litre R 451.78 3 R 1 355.34 3 R 1 355.34 3 R 1 355.34

49 (b) Drying Oven (Additional racks) - 40 litre R 308.00 3 R 924.00 3 R 924.00 3 R 924.00

49 (c) Drying Oven (Additional racks) - 400 litre R 481.01 3 R 1 443.03 3 R 1 443.03 3 R 1 443.03 3 R 1 443.03

15


50 Drying Oven (Thermostatical)

50 (a) Drying Oven (Thermostatical) - 240 litre R 17 209.37

1 R 17 209.37

1 R 17 209.37

1 R 17 209.37

50 (b) Drying Oven (Thermostatical) - 40 litre R 13 807.84

1 R 13 807.84

1 R 13 807.84

1 R 13 807.84

50 (c) Drying Oven (Thermostatical) - 400 litre R 20 502.08

1 R 20 502.08

1 R 20 502.08

1 R 20 502.08

1 R 20 502.08

51 D.C.P. (Heavy Duty) R 3 627.49 1 R 3 627.49

52 Electrode (Glass / Calomel) 1

53 Enamel dish (Wax) R 4.62 1 R 4.62

54 Erlenmeyer flasks - 250 ml R 52.14 20 R 1 042.80

55 Extruding jack (CBR & Marshall) R 2 032.10 1 R 2 032.10

56 Fan (Electrical) R 534.16 1 R 534.16

57 Flakiness Gauge R 294.45 1 R 294.45 1 R 294.45 1 R 294.45 1 R 294.45

58 Flat oven tray (Bit / rub) R 271.07 1 R 271.07

59 Flour Scoop (310 mm) R 122.25 2 R 244.50 3 R 366.75

60 Flow test Frame R 265.75 1 R 265.75

61 Fuel pump (Hand Operated) R 127.56 1 R 127.56

62 Funnels

62 (a) Funnel Glass 100 mm dia R 94.82 1 R 94.82 20 R 1 896.40 1 R 94.82 1 R 94.82

62 (b) Funnel Metal R 181.77 1 R 181.77 1 R 181.77 1 R 181.77

63 Glass bottles & stoppers (500 ml) R 112.68 1 R 112.68

64 Gloves

64 (a) Gloves - Asbestos R 281.70 1 R 281.70 2 R 563.40 1 R 281.70 1 R 281.70 1 R 281.70

64 (b) Gloves - Rubber R 103.11 2 R 206.22 2 R 206.22 2 R 206.22 2 R 206.22

67 Ground-glass plate (150 x 220 mm) R 55.98 1 R 55.98

68 Hammers

68 (a) Hammer (2 kg) - Density, etc R 177.88 3 R 533.64

68 (b) Hammer - Rubber R 56.45 1 R 56.45

69 Hang Scale (25 or 50 kg) R 550.63 1 R 550.63 1 R 550.63 1 R 550.63

70 Height measuring device (T-gauge) R 70.64 1 R 70.64

71 Hotplate (Ring & Ball) R 3 805.19 1 R 3 805.19

72 Hotplate electrical (Lab. type 300 x 300 mm)

R 2 257.46 2 R 4 514.92 1 R 2 257.46 2 R 4 514.92 2 R 4 514.92 2 R 4 514.92

73 Insulated sample containers R 1 355.33 2 R 2 710.66

74 ITS Breaking head (Marshall) R 3 125.57 1 R 3 125.57

75 ITT Breaking head (Soils) R 2 052.12 1 R 2 052.12

16


76 Jar or glass beaker (500 ml) - Mechanical Analysis

R 13.71 15 R 205.65

77 Laboratory tongs R 156.79 1 R 156.79

78 Liquid limit Test Equipment

78 (a) Liquid limit device R 2 874.00 1 R 2 874.00

78 (b) Grooving Tool (Liquid Limit) R 302.60 1 R 302.60

78 (c) Calibrating plate - Liquid Limit Device R 87.52 1 R 87.52

79 Magnetic Stirrer R 3 594.00 1 R 3 594.00

80 Marshall base plate R 140.32 2 R 280.64

81 Marshall compactor (Hand operated) - complete

R 9 200.80 1 R 9 200.80

82 Marshall extension collar R 274.25 1 R 274.25

83 Marshall hammer without pedestal R 2 679.29 1 R 2 679.29

84 Marshall Moulds R 308.80 8 R 2 470.40

85 Measuring cylinders (Plastic)

85 (a) Measuring cylinders (Plastic) - 500 ml R 147.28 1 R 147.28

85 (b) Measuring cylinders (Plastic) - 1000 ml R 152.19 3 R 456.57

86 Measuring cylinders (Glass)

86 (a) Measuring cylinders (Glass) - 500 ml R 258.84 1 R 258.84 1 R 258.84

88 Mechanical sieve shaker R 14 355.82

1 R 14 355.82

1 R 14 355.82

1 R 14 355.82

1 R 14 355.82

89 Metal cylindrical measure - 15 litre R 782.16 1 R 782.16 1 R 782.16 1 R 782.16

90 Metal piston (49,6 mm dia) R 132.88 1 R 132.88

91 Metal tamping rods

91 (a) Metal tamping rod - 340 g 1 1 1

91 (b) Metal tamping rod - 450 x 16 mm 1 1 1

92 Mixing basins / baths

92 (a) Mixing basins / bath - Large R 1 462.16 2 R 2 924.32

92 (b) Mixing basins / bath - Small R 103.54 3 R 310.62

93 Porcelain mixing bowl - 100 mm dia R 255.12 15 R 3 826.80

94 Mortar - iron (150 mm) R 619.02 2 R 1 238.04

95 Moulds

95 (a) Mould - 152,4 x 152,4 mm (Mod,CBR) R 367.44 24 R 8 818.56

95 (b) Mould - Bit / rub comp - recov R 196.66 4 R 786.64

95 (c) Mould - Bit / rub flow test R 228.55 2 R 457.10

95 (d) Mould - Split : Complete (UCS (Mould only))

R 1 101.80 3 R 3 305.40

96 Pans (Round)

17


96 (a) Pan (Round) - 250 mm R 24.77 20 R 495.40

97 Pans (Square)

97 (a) Pan (Square) - 300 mm (395 x 275) R 52.72 20 R 1 054.40 10 R 527.20

97 (b) Pan (Square) - 350 x 250 mm ( S / Steel )

R 74.41 10 R 744.10 30 R 2 232.30 10 R 744.10 10 R 744.10

97 (c) Pan (Square) - 350 x 250 mm ( S / Steel ) Alt

R 200.96 20 R 4 019.20

99 Perforated base plates R 280.28 12 R 3 363.36

100 Pestles

100 (a) Pestle - Iron R 308.27 2 R 616.54

100 (b) Pestle - Rubber tipped R 88.76 2 R 177.52

101 pH-meter R 6 092.05 1 R 6 092.05

102 Pick (Complete) R 169.55 3 R 508.65

103 Pipettes

103 (a) Pipette - 10 ml R 60.06 1 R 60.06 1 R 60.06

103 (b) Pipette - 100 ml R 147.86 1 R 147.86 1 R 147.86 1 R 147.86 1 R 147.86

104 Pipettes : Automatic

104 (a) Pipette : Automatic - 200 ml R 1 917.65 1 R 1 917.65

104 (b) Pipette : Automatic - 400 ml R 2 163.21 1 R 2 163.21

105 Plastic containers - 20 litre R 52.38 1 R 52.38

107 Prospecting Pick R 686.70 1 R 686.70

108 Pycnometer - 2 litre R 169.02 2 R 338.04 1 R 169.02 2 R 338.04

109 Quartering table - steel R 3 324.00 1 R 3 324.00

110 Rain gauge R 66.41 1 R 66.41

111 Rake R 96.27 2 R 192.54

112 Refuse bin R 541.07 1 R 541.07 1 R 541.07 1 R 541.07 2 R 1 082.14 1 R 541.07

113 Rifflers

113 (a) Riffler - 25 mm openings (No pans) R 3 558.57 1 R 3 558.57 1 R 3 558.57 1 R 3 558.57 1 R 3 558.57 1 R 3 558.57

113 (b) Riffler - 37 mm openings (No pans) R 3 615.26 1 R 3 615.26 1 R 3 615.26 1 R 3 615.26

114 Riffler Pans

114 (a) Riffler Pan - 25 mm openings R 561.26 3 R 1 683.78 3 R 1 683.78 3 R 1 683.78 3 R 1 683.78 3 R 1 683.78

114 (b) Riffler Pan - 37 mm openings 3 3 3

116 Ring & Ball apparatus R 1 563.14 1 R 1 563.14

118 Rubber tubing (per meter) R 25.09 2 R 50.18

119 Sample bags (Canvas)

119 (a) Sample bags (Canvas) - Large R 196.66 20 R 3 933.20 20 R 3 933.20

119 (b) Sample bags (Canvas) - Small R 154.14 50 R 7 707.00 20 R 3 082.80

120 Sample bags (Plastic / Nylon)

18


120 (a) Sample bags (Plastic / Nylon) - Large R 55.28 10 R 552.80 20 R 1 105.60 50 R 2 764.00 20 R 1 105.60

120 (b) Sample bags (Plastic / Nylon) - Small R 22.32 50 R 1 116.00 10 R 223.20 20 R 446.40 50 R 1 116.00 20 R 446.40

121 Sample bottles (Metal / Glass) with tight sealing lid

R 9.07 1 R 9.07 1 R 9.07 1 R 9.07

122 Sample Containers

122 (a) Sample Container - Large (25 litre drum & lid)

R 87.70 20 R 1 754.00

122 (b) Sample Container - Polycrates Large (SB60)

R 136.24 2 R 272.48 20 R 2 724.80

122 (c) Sample Container - Polycrates Small (SB20)

R 106.44 6 R 638.64 10 R 1 064.40

123 Sample extruder R 2 285.45 1 R 2 285.45

124 Sampling Tube - Bitumen 1

125 Sand Absorption Cone (Frustum of a cone)

R 154.14 1 R 154.14 1 R 154.14 1 R 154.14

126 Sand bath R 1 100.21 1 R 1 100.21

127 Sand Equivalent Apparatus (Complete) R 5 435.65 1 R 5 435.65 1 R 5 435.65 1 R 5 435.65

128 Sand patch apparatus R 670.40 1 R 670.40 1 R 670.40

130 Shovel R 132.70 1 R 132.70 1 R 132.70 2 R 265.40 1 R 132.70

131 Shrinkage trough (150 x 10 x 10 mm) R 73.35 30 R 2 200.50

132 Sieves

132 (a) Sieve 0,075 mm (200 mm dia) R 577.74 2 R 1 155.48 2 R 1 155.48 2 R 1 155.48 2 R 1 155.48

132 (b) Sieve 0,150 mm (200 mm dia) R 543.55 1 R 543.55 1 R 543.55 1 R 543.55

132 (c) Sieve 0,300 mm (200 mm dia) R 543.55 1 R 543.55 1 R 543.55 1 R 543.55

132 (d) Sieve 0,425 mm (200 mm dia) R 543.55 1 R 543.55 1 R 543.55 2 R 1 087.10 1 R 543.55

132 (e) Sieve 0,600 mm (200 mm dia) R 543.55 1 R 543.55 1 R 543.55 1 R 543.55

132 (f) Sieve 1,18 mm (200 mm dia) R 652.40 1 R 652.40 1 R 652.40 1 R 652.40

132 (g) Sieve 2,0 mm (200 mm dia) R 652.40 1 R 652.40

132 (h) Sieve 2,36 mm (200 mm dia) R 652.40 1 R 652.40 1 R 652.40 1 R 652.40 1 R 652.40

132 (i) Sieve 3,35 mm (200 mm dia) R 652.40 1 R 652.40 1 R 652.40 1 R 652.40

132 (j) Sieve 4,75 mm (200 mm dia) R 652.40 1 R 652.40 1 R 652.40 1 R 652.40 2 R 1 304.80 1 R 652.40

132 (k) Sieve 6,7 mm (200 mm dia) R 854.05 1 R 854.05 1 R 854.05 1 R 854.05

132 (l) Sieve 9,5 mm (200 mm dia) R 854.05 1 R 854.05 1 R 854.05 1 R 854.05 1 R 854.05

132 (m) Sieve 13,2 mm (200 mm dia) R 854.05 1 R 854.05 1 R 854.05 1 R 854.05 1 R 854.05 1 R 854.05

132 (n) Sieve 19,0 mm (200 mm dia) R 890.67 1 R 890.67 1 R 890.67 1 R 890.67 1 R 890.67 1 R 890.67

132 (o) Sieve 26,5 mm (200 mm dia) R 890.67 1 R 890.67 1 R 890.67 1 R 890.67 1 R 890.67

132 (p) Sieve 37,5 mm (200 mm dia) R 890.67 1 R 890.67 1 R 890.67 1 R 890.67 1 R 890.67

132 (q) Sieve 53,0 mm (200 mm dia) R 890.67 1 R 890.67 1 R 890.67 1 R 890.67 1 R 890.67

19


132 (r) Sieve 63,0 mm (200 mm dia) R 890.67 1 R 890.67

132 (s) Sieve Lid (200 mm dia) R 411.38 1 R 411.38 1 R 411.38 1 R 411.38 1 R 411.38

132 (t) Sieve Pan (200 mm dia) R 372.05 1 R 372.05 1 R 372.05 1 R 372.05 1 R 372.05

132 (u) Sieve 19,0 mm (300 mm dia) R 1 371.80 1 R 1 371.80

132 (v) Sieve 26,5 mm (300 mm dia) R 1 371.80 1 R 1 371.80

132 (w) Sieve 37,5 mm (300 mm dia) R 1 371.80 1 R 1 371.80

132 (x) Sieve 53,0 mm (300 mm dia) R 1 371.80 1 R 1 371.80

132 (y) Sieve 63,0 mm (300 mm dia) R 1 371.80 1 R 1 371.80

132 (z) Sieve 75,0 mm (300 mm dia) R 1 371.80 1 R 1 371.80

132 (aa) Sieve 4,75 mm (450 mm dia) R 1 717.28 1 R 1 717.28

132 (bb) Sieve 19,0 mm (450 mm dia) R 1 743.32 1 R 1 743.32 1 R 1 743.32 1 R 1 743.32

132 (cc) Sieve 37,5 mm (450 mm dia) R 1 647.65 1 R 1 647.65

133 Slump Baseplate R 293.92 1 R 293.92

134 Slump mould R 363.01 1 R 363.01

135 Spacer plates - 25,4 mm (Mod & CBR) R 255.12 1 R 255.12

136 Spade R 127.91 2 R 255.82 1 R 127.91 2 R 255.82 1 R 127.91

137 Spatulas

137 (a) Spatula - 100 x 20 mm R 203.03 2 R 406.06

137 (b) Spatula - 200 x 20 mm R 319.82 2 R 639.64 2 R 639.64 2 R 639.64 2 R 639.64

138 Spoons

138 (a) Spoon - Measuring (Chemical) R 27.64 1 R 27.64

138 (b) Spoon -Table R 15.63 1 R 15.63 1 R 15.63 1 R 15.63 2 R 31.26 1 R 15.63

139 STD. Set Weights R 5 780.95 1 R 5 780.95

140 Steel Road Tamper R 296.31 2 R 592.62

141 (a) Ruler - 300 mm steel R 17.27 1 R 17.27 1 R 17.27 3 R 51.81 1 R 17.27

141 (b) Straight edge - 300 mm steel R 384.45 1 R 384.45 5 R 1 922.25 1 R 384.45

141 (c) Straight edge - aluminium (3m + Wedge) R 1 371.54 1 R 1 371.54 1 R 1 371.54 1 R 1 371.54

142 Stirring rods

142 (a) Stirring rod - 180 mm R 19.61 1 R 19.61 5 R 98.05 1 R 19.61

142 (b) Stirring rod - 300 mm R 14.14 20 R 282.80

143 Stop watches / Timers

143 (a) Stop watch: Electronic / digital R 106.83 1 R 106.83 1 R 106.83 2 R 213.66 1 R 106.83 1 R 106.83

143 (b) Timer : Digital / Electronic R 122.78 1 R 122.78

143 (c) Timer : Mechanical 1 1 1

144 Surcharge weight for penetration R 450.36 1 R 450.36

145 Surcharge weight with adjustable stem R 524.06 12 R 6 288.72

146 Tamping bar (1,8 kg) R 183.90 2 R 367.80

20


147 Tape measures

147 (a) Tape measure - 30 m R 77.60 1 R 77.60 1 R 77.60 1 R 77.60 1 R 77.60 1 R 77.60

147 (b) Tape measure - 3 m R 14.56 1 R 14.56 1 R 14.56 1 R 14.56 1 R 14.56 1 R 14.56

148 Thermometers

148 (a) Thermometer - Dial Type (Tel- Tru) R 474.45 1 R 474.45 1 R 474.45 1 R 474.45

148 (b) Thermometer - Digital (Electronic) R 1 241.58 1 R 1 241.58

148 (c) Thermometer - Glass 0 - 200 C R 52.62 1 R 52.62 1 R 52.62 1 R 52.62 2 R 105.24 1 R 52.62

148 (d) Thermometer - Glass 0 - 50 C R 59.53 1 R 59.53 1 R 59.53 1 R 59.53 2 R 119.06 1 R 59.53

148 (e) Thermometer - Surface R 923.75 1 R 923.75 1 R 923.75 1 R 923.75

148 (f) Thermometer - (Min - Max) R 161.92 1 R 161.92

150 (a) Tins for penetration test R 82.91 1 R 82.91 5 R 414.55

150 (b) Tins with lids R 17.81 20 R 356.20 20 R 356.20

151 Torsional Recovery Apparatus 1

152 Trays for carrying cubes R 374.18 30 R 11 225.40

153 Tripod - CBR Swell (No gauge) R 401.81 1 R 401.81

154 Trolley - Samples R 2 968.96 1 R 2 968.96 1 R 2 968.96 1 R 2 968.96

155 Trowels

155 (a) Trowel - Garden R 135.18 2 R 270.36 2 R 270.36 5 R 675.90

155 (b) Trowel - Plastering R 75.79 2 R 151.58

156 Vacuum Flask - 2 litre R 1 149.46 4 R 4 597.84

157 Vacuum pump R 6 161.86 1 R 6 161.86

158 Vernier Caliper - 200 mm R 421.48

159 Vernier Caliper (LS) R 494.65 1 R 494.65 1 R 494.65 1 R 494.65

160 Vicat Apparatus (Complete) R 1 363.83 1 R 1 363.83

161 Viscometer (Dynamic i.e. HAAKE) R 21 835.08

1 R 21 835.08

162 Volumetric flasks

162 (a) Volumetric flask - 100 ml R 102.31 1 R 102.31

162 (b) Volumetric flask - 1000 ml R 291.26 1 R 291.26 1 R 291.26 1 R 291.26

162 (c) Volumetric flask - 250 ml R 134.74 1 R 134.74 1 R 134.74 1 R 134.74

162 (d) Volumetric flask - 500 ml R 188.90 1 R 188.90 1 R 188.90 1 R 188.90

163 Wash bottle R 31.15 2 R 62.30 3 R 93.45 2 R 62.30 2 R 62.30 2 R 62.30

164 Water bucket - 10 litre R 30.83 1 R 30.83 1 R 30.83 1 R 30.83

165 Water sprinkler R 85.04 4 R 340.16

166 Waterbath for RD (Thermostatical) R 7 632.69 1 R 7 632.69 1 R 7 632.69 1 R 7 632.69 1 R 7 632.69

167 Waterbath (Thermostatical: Marshall) R 10 205.33

1 R 10 205.33

21


168 Wheelbarrow R 627.17 1 R 627.17 1 R 627.17 1 R 627.17 1 R 627.17

169 Wire basket (200 x 200 mm) R 310.75 1 R 310.75 1 R 310.75 1 R 310.75

170 Wire Scratch brush - 26 gauge R 510.24 1 R 510.24

171 Wooden Float R 100.99 1 R 100.99

172 Other :

172 (a)

172 (b)

172 (c)

172 (d)

Totals R 214 119 R 68 488 R 153 377 R 279 846 R 168 558

22


APPENDIX 2

LIST OF STANDARD ACCESSORIES FOR SITE SURVEY EQUIPMENT

2016/2017

Item no

Description Quantity Amount

1 Level Tripod 1 R 1 630.00 2 Theodolite Tripod 1 R 2 588.00 3 Telescopic Ranging Rod 2.5m 1 R 2 732.00 4 Ranging Rod Tripod 1 R 924.00 5 Ranging Rod 2m 1 R 427.00 6 Single Prism with Tilting Holder & Target 1 R 2 362.00 7 Level Staff 5m 1 R 437.00 8 Bar coded Level Staff Fibre Glass 5m 1 R 3 629.00 9 Bubble for Level Staff 1 R 293.00 10 RS232 cable 1 R 1 315.00 11 4GB flash drive 1 R 109.00 12 Level Change Point 1 R 363.00 13 100m Tape (Steel) 1 R 1 152.00 14 30m Tape 1 R 448.00 15 Handheld EDM 1 R 6 820.00 16 Survey Umbrella 1 R 1 505.00 17 A4 Laser Printer (B/W) 1 R 2 549.00 18 A3 Desk jet Printer colour 1 R 3 114.00 19 Uninterrupted Power Supply - 1 hour 1 R 3 747.00 20 2TB removable hard disc 1 R 1 748.00 21 General Tools (Hammer, etc) 1 R 703.00 22 Other (Prices to be supported by invoices or

valuation certificates)

TOTAL

R 38 595.00

23


APPENDIX 3: STANDARD LABORATORY RATES FOR DESIGN OR ADDITIONAL CHECK TESTING

2016/2017

No Test Description TMH1 METHOD No.: Amount Unit

1 SOILS AND GRAVEL

1.1 Sieve analysis to 0.075mm 1A & A5 or B4 R382 / test

1.2 Sieve analysis and grain size distribution by means of hydrometer A1, A5 & A6 R460 / test

1.3 Hydrometer readings on minus 0.425mm material A6 R186 / test

1.4 Atterberg limits (2 point method – untreated material or UCS sample) A2, A3, A4 R209 / test

1.5 Shrinkage Limit ASTM D427 R473 / test

1.6 Maximum dry density and optimum moisture content

1.6.1 Untreated material Mod. AASHTO Effort A7 R441 / test

1.6.2 Stabilized material Mod. AASHTO Effort A7 R478 / test

1.7 C.B.R.

1.7.1 Compaction and penetration at Mod. AASHTO, NRB & Proctor compactive efforts

A8 R462 / test

1.8 CBR, UCS or ITS of stabilized material A9 or A14 or A16 P

1.8.1 3 Compactive efforts: 1 of each at Mod. AASHTO, NRB & Proctor 552 / test

1.8.2 2 Compactive efforts: 2 each at Mod. AASHTO, & 2 at Proctor R590 / test

1.8.3 1 Compactive effort: Mod. AASHTO or NRB or Proctor R418 / test

1.8.4 Unconfined compressive strength of stabilized material (crushing only) A14 R179 / test

1.9 The wet/dry durability test, at one compactive effort (excluding Proctor M/D determination)

A19

1.9.1 Moulding of sample R151 / sample

1.9.2 Mass loss after brushing R103 / cycle

1.9.3 Mass loss without brushing R88 / cycle

1.10 Field density A10(a) or A10(b) / test

1.10.1 Field density: By means of nuclear method (km & travelling extra) R168 / test

1.10.2 Field density: Sand replacement method (km & travelling extra) R408 / test

1.11 Relative density A 12 T R241 / test

2 GEOTECHNICAL

2.1 Moisture content of sample as received A17 R46 / test

2.2 Moisture content and dry density on an undisturbed sample ASTM D2434 – 1974 R391 / test

3 AGGREGATE

3.1 Aggregate crushing value (Dry or wet) B1 R417 / test

3.2 10 Percent fines aggregate crushing value B2 R858 / test

3.3 Flakiness index B3T R326 / test

3.4 Bulk density (Compacted & Loose) B9 R214 / test

3.5 Relative density and water absorption on material > 4.75mm B14 247 / test

3.6 Relative density and water absorption on material < 4.75mm B15 R379 / test

3.7 Average least dimension B18 R346 / test

3.8 Sand equivalent B19 R312 / test

24


No Test Description TMH1 METHOD No.: Amount Unit

4 ASPHALT

4.1 Bituminous binder absorbed by the aggregate C4

R378 / test

4.2 Bitumen adhesion (immersion index of bituminous mixture) C5

R637 / test

4.3 Adhesion of bituminous binder to stone aggregate B11 or CC10

R472 / test

4.4 Binder content of bituminous mixture and sieve analysis C7(b) & B4

R477 / test

4.5 Binder content C7(b)

R325 / test

4.6 Stability and flow of a cylindrical briquette of a bituminous mixture C2

R93 / briquette

4.7 Suitable binder content for use in an asphalt mix (per one grading) C1

R5747 / design

4.8 Marshall control test per set of 3 briquettes and 1 sieve analysis

R1100 / test

4.9 Bulk relative density on briquette or core C3

R93 / test

4.10 ITS on asphalt briquette or core (excluding core preparation)

R113 / test

4.11 Making of briquettes with aggregate supplied C2

R165 / briquette

4.12 Making of briquettes with asphalt supplied C2

R98 / briquette

4.13 Immersion index on briquettes supplied C5

R539 / test

5 BITUMEN & BITUMEN RUBBER

5.1 Bitumen penetration IP49

R228 / test

5.2 Bitumen recovery Abson method

R625 / test

5.3 Softening point (Ring & Ball) IP or ASTM

R297 / test

5.4 Ball penetration and recovery BR2T

R324 / test

5.5 Compression recovery BR3T

R289 / test

5.6 Flow test BR4T

R229 / test

5.7 Relative density of bitumen or bitumen rubber E2

R322 / test

5.8 Dynamic viscosity BR7T

R205 / test

5.9 Brookfield viscosity ASTM D4402

R526 / test

6 CONCRETE

6.1 Making, curing & compressive strength determination of concrete cubes TMH D1

R735 6 cubes

6.2 Extra over 6.1 for each additional set of 3 cubes TMH D1

R317 3 cubes

6.3 Making, curing and testing on concrete beams SABS 864

R1779 6 beams

6.4 Extra over 6.3 for each additional set of 3 beams SABS 864

R908 3 beams

6.5 Concrete cube strength (Cubes supplied) TMH D1

R46 / cube

6.6 Flexural strength only on concrete beams (Beams supplied) SABS 864

R218 / test

6.7 Compressive strength on concrete cylinder (including core preparation) SABS 864

R391 / test

7 CHEMICAL TESTS:

7.1 pH value A20

R90 / test

7.2 Conductivity of a saturated soil paste and water A21T

R117 / test

7.3 Total water-soluble salts B16T

R628 / test

7.4 Water-soluble sulphates B17T/BS1377

R652 / test

7.5 Total water-soluble salts and sulphates B16T & B17T

R980 / test

7.6 Organic impurities in sand for concrete B6

R188 / test

7.7 ICL : pH method A20

R486 / test

7.8 Determination of stabilizer content (cement or lime)

7.8.1 EDTA test method/Flame Photometer or Acid Base Method A15 (a) or A15(b) or A15 (d)

R309 / test

Notes

1. The above tests exclude travel and sampling costs

Documents

SOUTH AFRICAN NATIONAL ROADS AGENCY SOC … · SOUTH AFRICAN NATIONAL ROADS AGENCY SOC LIMITED ... bracket is the sum of the primary fee and the percentage applied to the difference