SOUTH AFRICAN NATIONAL ROADS AGENCY SOC LIMITED

Transcription

1 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 ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

2 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 ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

3 1 TABLE /2017 BASIC FEES FOR CIVIL AND STRUCTURAL ENGINEERING WORKS (Subsections 1.1 and (1) of Annexure 1 of the Agreement) As per Government Gazette 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 Where the cost of the work exceeds For projects up to R But does not exceed A Lump sum or on a Time Basis Primary Fee Percentage (of balance) R R R % R R R % R R R % R R R % R R R % R R R % R R % ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

4 2 TABLE /2017 ADDITIONAL FEE FOR REINFORCED CONCRETE AND STRUCTURAL STEEL PORTION OF THE WORKS (Subsections 1.1 and (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 of 20 December 2011 Where the cost of the work exceeds COST OF THE WORKS For projects up to R But does not exceed BASIS OF FEE CALCULATION A Lump sum or on a Time Basis Primary Fee Percentage (of balance) R R R % R R R % R R R % R R R % R R R % R R R % R R % NOTES i ii iii iv 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. 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. 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. 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. ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

5 3 TABLE /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 R 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 ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

6 ITEM DESCRIPTION UNIT COST 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 R R96.60 R73.08 R47.67 R40.08 Polyester film 1 R R87.72 R72.56 R50.90 R44.43 Orthophoto on Photo Paper 1 R509 R270 R R79.53 R46.66 * as for 1.2 above 6. PHOTOGRAPHIC REPRODUCTION Approved Cost + 10% ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

7 5 TABLE /2017 RATES FOR REIMBURSEMENT FOR TRANSPORT AND SUBSISTENCE (Subsections and of Annexure 1 of the Agreement) 1. Planning and Design Stages 2. Construction Stage (See subsection 1.4.2) (km) Total reimbursement (Rands) in accordance with the size of the project as follows: Project Cost < R6 mil Project Cost R6-R20 mil Project Cost > R20 mil Reimbursements for all contracts in Rands per month: New Works Rehabilitation v and more Notes These reimbursements are apportioned as follows: (A) (B) NEW WORKS: - Preliminary Investigation 20% - Preliminary Design 40% - Detail Design 40% 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. ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

8 6 TABLE /2017 MONTHLY RATES FOR SITE LABORATORY EQUIPMENT (Subsections and of Annexure 1 of the Agreement) ITEM TYPE OF EQUIPMENT 1 MAJOR ITEMS 1.1 Air Entrainment meter R Automatic Titrator (Metrohm 716) 1.3 Benkelman Beam R Centrifuge (S.M.M.) R Compactor (Mod AASHTO) R Compactor Marshall R Core Drilling Machine R Crusher (Large) 4 x 6 R Crusher (Small) 4 x 3 R CBR Press R CBR (Hand Operated) R UCS Press R CBR/UCS Press R Concrete Press (Cubes) R Concrete Press (Beams) R Concrete (Frame : Beams) R Marshall Press (Complete) R ALD-Device (Electronic) R Penetrometer (Electronic) R Concrete Pan Mixer 50 litre R Nuclear Gauge : Troxler R Nuclear Gauge : CPN R Rolling Straight Edge R Saw (Diamond) R Saw (Pavement Cutter) R Vebe Consistometer R Vibrating Table (Concrete) R Brookefield Viscometer R Asphalt thin layer Density Guage (Troxler Model 4640B) R ACCESSORIES 2.1 Asphalt Laboratory R Chemical Laboratory R Concrete Laboratory R Soil Laboratory R Seal Laboratory R ACCREDITATION 3.1 ISO % of "2" ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

9 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 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. ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

10 8 TABLE /2017 MONTHLY RATES FOR SITE SURVEY EQUIPMENT (Subsections and of Annexure 1 of the Agreement) ITEM TYPE OF EQUIPMENT MONTHLY REIMBURSABLE VALUE A Total Station (5") incl standard accessories R B Automatic Level (1.7mm/double km Run) R C Electronic Level (1.4mm/double km Run including R standard accessories) D Electonic fieldbook (Psion Type) R E GPS RTK including 1 Rover and electronic fieldbook R F Two Way Radio (FM) including battery charger R69.00 G Personal Computer (Including MS Office Software) R H Laptop Computer (Including MS Office Software) R I Software for Survey (Modelmaker / Roadmaker) R J Accessories (in Accordance with Standard list in Appendix 2 ) R 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. ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

11 9 TABLE /2017 SITE STAFF : MONTHLY ACCOMMODATION ALLOWANCE RATES (Subsections and of Annexure 1 of the Agreement) ANNUAL BASIC SALARY AREA IN WHICH HOUSING UNIT IS LOCATED OTHER METROPOLITAN AREAS Up to R R R R R R R R R R R R and over R R 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. ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

12 10 TABLE /2017 SCHEDULE OF TRAVEL TARIFFS (cents per kilometre) ENGINE VOL (cc) A B C D Up to x PP x PP x PP x PP x PP x PP x PP x PP x PP x PP x PP x PP x PP x PP x PP Over x PP x PP x PP 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. ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

13 4. SURCHARGE PAYABLE 11 A surcharge of 5% will be payable ANNEXURE 3 Consulting Engineering Services Revision 2016/2017

14 12 APPENDIX 1 LIST OF STANDARD ACCESSORIES FOR SITE LABORATORIES 2016/2017 Item No Description ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017 Rate at Agreement Date Std Qty Asphalt Lab Chemical Lab Concrete Lab Soil Lab Seal Lab Amount 1 Acid Pump - Laboratory Type 1 2 Air-tight containers 2 (a) Air-tight container (PI tins : 45 ml) R R (b) Air-tight container (10 litre) R R (c) Air-tight container (20 litre) - CBR R R ALD Device (Dial Type) R R ASTM 15 C Thermometer R R Balance (Electronic) 6 (a) Balance (Electronic) g / g R R (b) Balance (Electronic) 2 kg / g R R R (c) Balance (Electronic) 5-8 kg / g R R R R (d) Balance (Electronic) 8-12 kg / g R R R (e) Balance (Electronic) kg / +-1 g R R Balance (Mechanical) 7 (a) Balance (Mechanical) 20 kg R R (b) Balance (Mechanical) 2,160 kg R R Ball pen apparatus (Road surfaces) without Marshall Hammer R R Ball penetration containers R R Ball penetration sphere (Bit / rub) R R Base plate (Manual CBR/UCS R R compaction) 12 Basins 500 mm dia - Galvanised R R R R R R Beaker (Glass) 600 ml R R R Beakers (Stainless Steel) 14 (a) Beakers (Stainless Steel) ml R R R Std Qty Amount Std Qty Amount Std Qty Amount Std Qty Amount

15 13 14 (b) Beakers (Stainless Steel) 600 ml R R R Bench Grinder R R Plastic Buckets 16 (a) Plastic Bucket 5 litre R R (b) Plastic Bucket 2 litre R R Brooms 17 (a) Brooms - Hard R R R R R (b) Brooms - Soft R R R R R R Brushes 18 (a) Brush - Brass or Copper R R R R R (b) Brush - Nail (Hard Bristle) R R R R R (c) Brush - Paint 5-10 mm (5mm) R R (d) Brush - Paint mm (25mm) R R R R R R (e) Brush - Paint 5-25 mm (10mm) R R (f) Brush - Paint mm (50mm) R R R R R R Bunsen burner R R R Burettes 20 (a) Burette stand R R R (b) Burette - 50 ml R R (c) Burette ml - automatic R R R Gas Burner with asbestos plate R R R R R Calculator (Pocket) R R R R R R Canvas Sheets 24 (a) Canvas sheet - 1 m x 1 m R R R R (b) Canvas sheet - 2 m x 2 m R R R R R R Carboy - 25 l (Distilled Water) R R R Carpenter's square R R CBR Soaking Bath - 1 m x 1 m x 0,45 m R R Centrifuge cups (SMM) R R Chisels - Density Test etc. R R Closed end manometer R R Collar - detachable for CBR/UCS moulds R R CBR/UCS Compaction hammer and sleeve ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

16 32 (a) Compaction hammer and sleeve 2,495 kg complete 32 (b) Compaction hammer and sleeve 4,536 kg complete ANNEXURE 3 Consulting Engineering Services - Revision 2016/ R R R R Compaction rod (600 X 16 mm) R R Compression frame (Bit / rub) R R Concrete moulds 35 (a) Concrete mould (150 x 150 x 150 mm) R R (b) Concrete mould (Beam) R R Containers 36 (a) Container (Sand) litre R R (b) Container with lid - 2 litre R R Copper or brass gauze discs (CBR) R R De-ioniser R R Density Test - Sand replacement 40 (a) Density funnel & wind shield R R (b) Density sand (40kg) R R (c) Ring - Density R R (d) Dolly (Density) R R (e) Pegs (Steel - Density) R R (f) Pouring can (Density) R R (g) Cylindrical container (Sand calibration Dia & Height = 152mm) R R Depth Gauge - Vicat Apparatus R R Dial Gauges 43 (a) Dial guage (0.01 mm divisions) R R (b) Dial guage (0.127 mm divisions) R R Distance - Tru-meter R R R Distiller - Water R R Distilling apparatus - Toluene R R Dropping bottle R R Drying Oven (Additional racks) 49 (a) Drying Oven (Additional racks) litre R R R R (b) Drying Oven (Additional racks) - 40 litre R R R R (c) Drying Oven (Additional racks) litre R R R R R

17 15 50 Drying Oven (Thermostatical) 50 (a) Drying Oven (Thermostatical) litre R R R R (b) Drying Oven (Thermostatical) - 40 litre R R R R (c) Drying Oven (Thermostatical) litre R R R R R D.C.P. (Heavy Duty) R R Electrode (Glass / Calomel) 1 53 Enamel dish (Wax) R R Erlenmeyer flasks ml R R Extruding jack (CBR & Marshall) R R Fan (Electrical) R R Flakiness Gauge R R R R R Flat oven tray (Bit / rub) R R Flour Scoop (310 mm) R R R Flow test Frame R R Fuel pump (Hand Operated) R R Funnels 62 (a) Funnel Glass 100 mm dia R R R R R (b) Funnel Metal R R R R Glass bottles & stoppers (500 ml) R R Gloves 64 (a) Gloves - Asbestos R R R R R R (b) Gloves - Rubber R R R R R Ground-glass plate (150 x 220 mm) R R Hammers 68 (a) Hammer (2 kg) - Density, etc R R (b) Hammer - Rubber R R Hang Scale (25 or 50 kg) R R R R Height measuring device (T-gauge) R R Hotplate (Ring & Ball) R R Hotplate electrical (Lab. type 300 x 300 mm) R R R R R R Insulated sample containers R R ITS Breaking head (Marshall) R R ITT Breaking head (Soils) R R ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

18 76 Jar or glass beaker (500 ml) - Mechanical Analysis ANNEXURE 3 Consulting Engineering Services - Revision 2016/ R R Laboratory tongs R R Liquid limit Test Equipment 78 (a) Liquid limit device R R (b) Grooving Tool (Liquid Limit) R R (c) Calibrating plate - Liquid Limit Device R R Magnetic Stirrer R R Marshall base plate R R Marshall compactor (Hand operated) - complete R R Marshall extension collar R R Marshall hammer without pedestal R R Marshall Moulds R R Measuring cylinders (Plastic) 85 (a) Measuring cylinders (Plastic) ml R R (b) Measuring cylinders (Plastic) ml R R Measuring cylinders (Glass) 86 (a) Measuring cylinders (Glass) ml R R R Mechanical sieve shaker R R R R R Metal cylindrical measure - 15 litre R R R R Metal piston (49,6 mm dia) R R Metal tamping rods 91 (a) Metal tamping rod g (b) Metal tamping rod x 16 mm Mixing basins / baths 92 (a) Mixing basins / bath - Large R R (b) Mixing basins / bath - Small R R Porcelain mixing bowl mm dia R R Mortar - iron (150 mm) R R Moulds 95 (a) Mould - 152,4 x 152,4 mm (Mod,CBR) R R (b) Mould - Bit / rub comp - recov R R (c) Mould - Bit / rub flow test R R (d) Mould - Split : Complete (UCS (Mould R R only)) 96 Pans (Round)

19 ANNEXURE 3 Consulting Engineering Services - Revision 2016/ (a) Pan (Round) mm R R Pans (Square) 97 (a) Pan (Square) mm (395 x 275) R R R (b) Pan (Square) x 250 mm ( S / Steel ) R R R R R (c) Pan (Square) x 250 mm ( S / Steel ) R R Alt 99 Perforated base plates R R Pestles 100 (a) Pestle - Iron R R (b) Pestle - Rubber tipped R R ph-meter R R Pick (Complete) R R Pipettes 103 (a) Pipette - 10 ml R R R (b) Pipette ml R R R R R Pipettes : Automatic 104 (a) Pipette : Automatic ml R R (b) Pipette : Automatic ml R R Plastic containers - 20 litre R R Prospecting Pick R R Pycnometer - 2 litre R R R R Quartering table - steel R R Rain gauge R R Rake R R Refuse bin R R R R R R Rifflers 113 (a) Riffler - 25 mm openings (No pans) R R R R R R (b) Riffler - 37 mm openings (No pans) R R R R Riffler Pans 114 (a) Riffler Pan - 25 mm openings R R R R R R (b) Riffler Pan - 37 mm openings Ring & Ball apparatus R R Rubber tubing (per meter) R R Sample bags (Canvas) 119 (a) Sample bags (Canvas) - Large R R R (b) Sample bags (Canvas) - Small R R R Sample bags (Plastic / Nylon)

20 (a) Sample bags (Plastic / Nylon) - Large R R R R R (b) Sample bags (Plastic / Nylon) - Small R R R R R R Sample bottles (Metal / Glass) with tight sealing lid R R R R Sample Containers 122 (a) Sample Container - Large (25 litre drum & R R lid) 122 (b) Sample Container - Polycrates Large R R R (SB60) 122 (c) Sample Container - Polycrates Small R R R (SB20) 123 Sample extruder R R Sampling Tube - Bitumen Sand Absorption Cone (Frustum of a cone) R R R R Sand bath R R Sand Equivalent Apparatus (Complete) R R R R Sand patch apparatus R R R Shovel R R R R R Shrinkage trough (150 x 10 x 10 mm) R R Sieves 132 (a) Sieve 0,075 mm (200 mm dia) R R R R R (b) Sieve 0,150 mm (200 mm dia) R R R R (c) Sieve 0,300 mm (200 mm dia) R R R R (d) Sieve 0,425 mm (200 mm dia) R R R R R (e) Sieve 0,600 mm (200 mm dia) R R R R (f) Sieve 1,18 mm (200 mm dia) R R R R (g) Sieve 2,0 mm (200 mm dia) R R (h) Sieve 2,36 mm (200 mm dia) R R R R R (i) Sieve 3,35 mm (200 mm dia) R R R R (j) Sieve 4,75 mm (200 mm dia) R R R R R R (k) Sieve 6,7 mm (200 mm dia) R R R R (l) Sieve 9,5 mm (200 mm dia) R R R R R (m) Sieve 13,2 mm (200 mm dia) R R R R R R (n) Sieve 19,0 mm (200 mm dia) R R R R R R (o) Sieve 26,5 mm (200 mm dia) R R R R R (p) Sieve 37,5 mm (200 mm dia) R R R R R (q) Sieve 53,0 mm (200 mm dia) R R R R R ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

21 (r) Sieve 63,0 mm (200 mm dia) R R (s) Sieve Lid (200 mm dia) R R R R R (t) Sieve Pan (200 mm dia) R R R R R (u) Sieve 19,0 mm (300 mm dia) R R (v) Sieve 26,5 mm (300 mm dia) R R (w) Sieve 37,5 mm (300 mm dia) R R (x) Sieve 53,0 mm (300 mm dia) R R (y) Sieve 63,0 mm (300 mm dia) R R (z) Sieve 75,0 mm (300 mm dia) R R (aa) Sieve 4,75 mm (450 mm dia) R R (bb) Sieve 19,0 mm (450 mm dia) R R R R (cc) Sieve 37,5 mm (450 mm dia) R R Slump Baseplate R R Slump mould R R Spacer plates - 25,4 mm (Mod & CBR) R R Spade R R R R R Spatulas 137 (a) Spatula x 20 mm R R (b) Spatula x 20 mm R R R R R Spoons 138 (a) Spoon - Measuring (Chemical) R R (b) Spoon -Table R R R R R R STD. Set Weights R R Steel Road Tamper R R (a) Ruler mm steel R R R R R (b) Straight edge mm steel R R R R (c) Straight edge - aluminium (3m + Wedge) R R R R Stirring rods 142 (a) Stirring rod mm R R R R (b) Stirring rod mm R R Stop watches / Timers 143 (a) Stop watch: Electronic / digital R R R R R R (b) Timer : Digital / Electronic R R (c) Timer : Mechanical Surcharge weight for penetration R R Surcharge weight with adjustable stem R R Tamping bar (1,8 kg) R R ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

22 ANNEXURE 3 Consulting Engineering Services - Revision 2016/ Tape measures 147 (a) Tape measure - 30 m R R R R R R (b) Tape measure - 3 m R R R R R R Thermometers 148 (a) Thermometer - Dial Type (Tel- Tru) R R R R (b) Thermometer - Digital (Electronic) R R (c) Thermometer - Glass C R R R R R R (d) Thermometer - Glass 0-50 C R R R R R R (e) Thermometer - Surface R R R R (f) Thermometer - (Min - Max) R R (a) Tins for penetration test R R R (b) Tins with lids R R R Torsional Recovery Apparatus Trays for carrying cubes R R Tripod - CBR Swell (No gauge) R R Trolley - Samples R R R R Trowels 155 (a) Trowel - Garden R R R R (b) Trowel - Plastering R R Vacuum Flask - 2 litre R R Vacuum pump R R Vernier Caliper mm R Vernier Caliper (LS) R R R R Vicat Apparatus (Complete) R R Viscometer (Dynamic i.e. HAAKE) R R Volumetric flasks 162 (a) Volumetric flask ml R R (b) Volumetric flask ml R R R R (c) Volumetric flask ml R R R R (d) Volumetric flask ml R R R R Wash bottle R R R R R R Water bucket - 10 litre R R R R Water sprinkler R R Waterbath for RD (Thermostatical) R R R R R Waterbath (Thermostatical: Marshall) R R

23 Wheelbarrow R R R R R Wire basket (200 x 200 mm) R R R R Wire Scratch brush - 26 gauge R R Wooden Float R R Other : 172 (a) 172 (b) 172 (c) 172 (d) Totals R R R R R ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

24 22 APPENDIX 2 LIST OF STANDARD ACCESSORIES FOR SITE SURVEY EQUIPMENT 2016/2017 Item no Description Quantity Amount 1 Level Tripod 1 R Theodolite Tripod 1 R Telescopic Ranging Rod 2.5m 1 R Ranging Rod Tripod 1 R Ranging Rod 2m 1 R Single Prism with Tilting Holder & Target 1 R Level Staff 5m 1 R Bar coded Level Staff Fibre Glass 5m 1 R Bubble for Level Staff 1 R RS232 cable 1 R GB flash drive 1 R Level Change Point 1 R m Tape (Steel) 1 R m Tape 1 R Handheld EDM 1 R Survey Umbrella 1 R A4 Laser Printer (B/W) 1 R A3 Desk jet Printer colour 1 R Uninterrupted Power Supply - 1 hour 1 R TB removable hard disc 1 R General Tools (Hammer, etc) 1 R Other (Prices to be supported by invoices or valuation certificates) TOTAL R ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

25 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 R Sieve analysis and grain size distribution by means of hydrometer A1, A5 & A6 R Hydrometer readings on minus 0.425mm material A6 R Atterberg limits (2 point method untreated material or UCS sample) A2, A3, A4 R Shrinkage Limit ASTM D427 R Maximum dry density and optimum moisture content Untreated material Mod. AASHTO Effort A7 R Stabilized material Mod. AASHTO Effort A7 R C.B.R Compaction and penetration at Mod. AASHTO, NRB & Proctor compactive efforts 1.8 CBR, UCS or ITS of stabilized material A9 or A14 or A16 P A8 R Compactive efforts: 1 of each at Mod. AASHTO, NRB & Proctor Compactive efforts: 2 each at Mod. AASHTO, & 2 at Proctor R Compactive effort: Mod. AASHTO or NRB or Proctor R Unconfined compressive strength of stabilized material (crushing only) A14 R The wet/dry durability test, at one compactive effort (excluding Proctor M/D determination) Moulding of sample R151 / sample Mass loss after brushing R103 / cycle Mass loss without brushing R88 / cycle 1.10 Field density A10(a) or A10(b) Field density: By means of nuclear method (km & travelling extra) R Field density: Sand replacement method (km & travelling extra) R Relative density A 12 T R241 2 GEOTECHNICAL 2.1 Moisture content of sample as received A17 R Moisture content and dry density on an undisturbed sample ASTM D R391 A19 3 AGGREGATE 3.1 Aggregate crushing value (Dry or wet) B1 R Percent fines aggregate crushing value B2 R Flakiness index B3T R Bulk density (Compacted & Loose) B9 R Relative density and water absorption on material > 4.75mm B Relative density and water absorption on material < 4.75mm B15 R Average least dimension B18 R Sand equivalent B19 R312 ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017

26 24 No Test Description TMH1 METHOD No.: Amount Unit 4 ASPHALT 4.1 Bituminous binder absorbed by the aggregate 4.2 Bitumen adhesion (immersion index of bituminous mixture) 4.3 Adhesion of bituminous binder to stone aggregate 4.4 Binder content of bituminous mixture and sieve analysis 4.5 Binder content 4.6 Stability and flow of a cylindrical briquette of a bituminous mixture 4.7 Suitable binder content for use in an asphalt mix (per one grading) C4 C5 B11 or CC10 C7(b) & B4 C7(b) C2 C1 R378 R637 R472 R477 R325 R93 R5747 / briquette / design 4.8 Marshall control test per set of 3 briquettes and 1 sieve analysis R Bulk relative density on briquette or core C3 R ITS on asphalt briquette or core (excluding core preparation) R Making of briquettes with aggregate supplied C2 R165 / briquette 4.12 Making of briquettes with asphalt supplied C2 R98 / briquette C Immersion index on briquettes supplied R539 5 BITUMEN & BITUMEN RUBBER 5.1 Bitumen penetration 5.2 Bitumen recovery 5.3 Softening point (Ring & Ball) 5.4 Ball penetration and recovery 5.5 Compression recovery 5.6 Flow test 5.7 Relative density of bitumen or bitumen rubber 5.8 Dynamic viscosity 5.9 Brookfield viscosity IP49 Abson method IP or ASTM BR2T BR3T BR4T E2 BR7T ASTM D4402 R228 R625 R297 R324 R289 R229 R322 R205 R526 6 CONCRETE 6.1 Making, curing & compressive strength determination of concrete cubes 6.2 Extra over 6.1 for each additional set of 3 cubes 6.3 Making, curing and testing on concrete beams 6.4 Extra over 6.3 for each additional set of 3 beams 6.5 Concrete cube strength (Cubes supplied) 6.6 Flexural strength only on concrete beams (Beams supplied) 6.7 Compressive strength on concrete cylinder (including core preparation) TMH D1 TMH D1 SABS 864 SABS 864 TMH D1 SABS 864 SABS 864 R735 R317 R1779 R908 R46 R218 R391 6 cubes 3 cubes 6 beams 3 beams / cube 7 CHEMICAL TESTS: 7.1 ph value 7.2 Conductivity of a saturated soil paste and water 7.3 Total water-soluble salts 7.4 Water-soluble sulphates 7.5 Total water-soluble salts and sulphates 7.6 Organic impurities in sand for concrete 7.7 ICL : ph method A20 A21T B16T B17T/BS1377 B16T & B17T B6 A20 R90 R117 R628 R652 R980 R188 R Determination of stabilizer content (cement or lime) EDTA test method/flame Photometer or Acid Base Method A15 (a) or A15(b) or A15 (d) R309 Notes 1. The above tests exclude travel and sampling costs ANNEXURE 3 Consulting Engineering Services - Revision 2016/2017