Package and Common Items

Package And Common Items-Free PDF

  • Date:28 Mar 2020
  • Views:28
  • Downloads:0
  • Pages:8
  • Size:446.57 KB

Share Pdf : Package And Common Items

Download and Preview : Package And Common Items


Report CopyRight/DMCA Form For : Package And Common Items


Transcription:

Price List APRIL 2016 Civilab,Expected Expiry Date 31 03 2017. a Marshall Control Tests 7 02 and 7 07 on 3 prepared asphalt briquettes. test R 1 376 00 R 1 568 64, plus single 7 05 and ITS on 3 prepared asphalt briquettes. GEOTECHNICAL AND FOUNDATION TESTING SOILS and MINING MATERIALS. Minimum Material Required kg Unit Rate Unit Rate, PC11 Void Ratio Determination Bulk and Relative Density Excl VAT Incl VAT. a Bulk density and moisture content of undisturbed sample 1 test R 215 00. b Relative Density Specific Gravity 0 2 test R 225 00. R 440 00 R 501 60, PC12 Complete Triaxial Compression Test on three specimens including Relative Density Specific Gravity. a Undisturbed Consolidated Undrained CU Undisturbed Block test R 6 490 00 R 7 398 60. b Reconstituted Consolidated Undrained CU 0 3m x 0 3m x 0 2m test R 7 000 00 R 7 980 00. c Undisturbed Consolidated Drained CD Shelby Tube 0 4m test R 7 410 00 R 8 447 40. d Reconstituted Consolidated Drained CD Disturbed 5kg excl test R 7 920 00 R 9 028 80. e Undisturbed Unconsolidated Undrained UU Moisture Density test R 2 445 00 R 2 787 30. f Reconstituted Unconsolidated Undrained UU Relationship test R 2 955 00 R 3 368 70. PC13 Complete Direct Shear Test on three specimens including Relative Density Specific Gravity. a Undisturbed Drained Slow Test Refer to Triaxial test test R 2 735 00 R 3 117 90. b Reconstituted Drained Slow Test Refer to Triaxial test test R 3 245 00 R 3 699 30. Quick Undrained tests will only be carried out on clay materials deemed suitable by the laboratory. PC14 Consolidation Swell Tests including Relative Density Specific Gravity but excluding consolidation time readings. a Standard Consolidation Undisturbed Block 0 2m test R 1 505 00 R 1 715 70. b Double Oedometer NB Undisturbed material only x 0 2m x 0 2m Shelby test R 2 760 00 R 3 146 40. c Collapse Potential NB Undisturbed material only Tube 0 2m Disturbed test R 1 145 00 R 1 305 30. d Swelling Pressure 2kg excl Moisture test R 1 850 00 R 2 109 00. Density Relationship,e Free Swell test R 890 00 R 1 014 60.
PC15 USGA analyses on Golfcourse Sportsturf and Turfgrass materials. a Sieve Analysis 1 test R 355 00, b Porosity Infiltration Water Retention and Bulk Density 1 test R 1 525 00. c Relative Density Specific Gravity 0 2 test R 225 00. R 2 105 00 R 2 399 70,PC16 Permeability Dispersivity Tests. a Permeability Falling or Constant head Refer to PC14 test R 680 00 R 775 20. b Permeability Constant Head in Triaxial Hydraulic cell Refer to PC14 test R 1 555 00 R 1 772 70. c Dispersiveness Pinhole Test modified apparatus 0 5 test R 915 00 R 1 043 10. d Dispersiveness Crumb Test 0 5 test R 170 00 R 193 80. e Dispersiveness Double Hydrometer Analysis 1 test R 425 00 R 484 50. f Dispersiveness Chemical SAR and ESP 1 test On request. Note Additional charges may be applicable for all Triaxial Direct. Shear Consolidation Swell type and Permeability tests that exceed. standard testing times See items 8 20 8 25 and 8 52. Standard Items,2 PERSONNEL,Test Method Unit Unit Rate Unit Rate. Excl VAT Incl VAT,2 01 Engineer Technologist hour R 870 00 R 991 80. 2 02 Master Technician hour R 565 00 R 644 10,2 03 Technician hour R 475 00 R 541 50.
2 04 Senior Technical Assistant hour R 380 00 R 433 20. 2 05 Technical Assistant hour R 290 00 R 330 60, 2 06 Senior Laboratory Assistant hour R 220 00 R 250 80. 2 07 Laboratory Assistant hour R 155 00 R 176 70, 2 08 Driver Light and Medium Trucks hour R 190 00 R 216 60. 2 09 Casual Labourer day R 265 00 R 302 10, 2 10 Professional Services Consultants etc By arrangement. 2 11 Overnight Accommodation and Subsistence Cost Cost 10. 3 TRANSPORT,3 01 Passenger Vehicle km R 6 00 R 6 84. 3 02 Light Delivery Vehicle 1 ton km R 5 50 R 6 27. 3 03 Four Wheel Drive Vehicle 1 ton By arrangement. 3 04 Medium Truck 4 tons By arrangement,3 05 Air Rail and Road Transport Cost 10.
4 COMPACTION CONTROL, 4 01 Field Density by sand replacement method TMH1 A10 a test R 265 00 R 302 10. 4 02 Field Density by nuclear method including Moisture Content by oven TMH1 A10 b C test R 190 00 R 216 60. 4 03 Field Density by rondavel method By arrangement. 4 04 Extra on above for establishment of personnel on site from the laboratory. including personnel travelling time and transport charges km R 9 90 R 11 29. 4 05 Extra on above for personnel standing time on site and excavating trial Personnel rates as in 2. Note A minimum charge of R 760 excluding 14 VAT plus the. relevant establishment charge will be imposed on an individual. compaction control site visit,5 CONSTRUCTION MATERIALS SOIL. 5 01 Road Indicator Sieve Analysis plus Atterberg Limits 5 03 plus 5 07 test R 425 00 R 484 50. 5 02 Foundation Indicator Sieve and Hydrometer Analysis plus Atterberg. Limits 5 06 plus 5 07 test R 500 00 R 570 00, 5 03 Sieve Analysis to 0 075 mm fraction TMH1 A1 A5 test R 275 00 R 313 50. 5 04 Sieve Analysis to 0 045 mm fraction TMH1 A1 A5 test R 355 00 R 404 70. 5 05 Hydrometer Analysis to 2 microns ASTM D422 test R 155 00 R 176 70. 5 06 Sieve and Hydrometer Analysis to 2 microns test R 395 00 R 450 30. 5 07 Atterberg Limits on 0 425 mm or 0 075 mm material TMH1 A2 A3 A4 test R 200 00 R 228 00. Page 2 of 8 Revision 0,Price List APRIL 2016 Civilab. Expected Expiry Date 31 03 2017,Test Method Unit Unit Rate Unit Rate.
Excl VAT Incl VAT, 5 08 Extra on 5 05 and 5 07 for preparation of 0 425mm or 0 075 mm. material TMH1 A1 test R 145 00 R 165 30, 5 09 Extra on 5 07 for treating curing and preparation of 0 425 mm or. 0 075 mm material test R 210 00 R 239 40, 5 10 Extra on 5 01 5 02 5 03 5 04 and 5 06 for Macro Sieve Analysis on bulk. sample test R 175 00 R 199 50, 5 11 Moisture Content of sample as delivered to the laboratory TMH A17 1979 test R 55 00 R 62 70. 5 12 Maximum and Minimum Density of cohesionless material TMH1 A11T test R 700 00 R 798 00. 5 13 Compactibility Factor SABS 0120 SABS 0120 test R 275 00 R 313 50. 5 14 Moisture Density Relationship Modified AASHTO effort treated and. untreated TMH1 A7 test R 465 00 R 530 10, 5 15 Moisture Density Relationship untreated material Proctor effort BS1377 Part 4 test R 465 00 R 530 10.
5 16 Moisture Density Relationship Texas Triaxial Test ASTM D3397 81 By arrangement. 5 17 CBR test single untreated specimen excluding Moisture Density. Relationship TMH1 A8 specimen R 175 00 R 199 50, 5 18 CBR test untreated specimens at 3 compactive efforts excluding. Moisture Density Relationship TMH1 A8 set R 465 00 R 530 10. 5 19 Complete CBR test untreated material 5 14 plus 5 18 TMH1 A8 test R 930 00 R 1 060 20. 5 20 UCS test single treated specimen excluding treated Moisture Density. Relationship TMH1 A14 specimen R 180 00 R 205 20, 5 21 UCS test treated specimens at 2 compactive efforts in duplicate. excluding treated Moisture Density Relationship TMH1 A14 set R 645 00 R 735 30. 5 22 Complete UCS Test treated material 5 14 plus 5 21 TMH1 A14 test R 1 110 00 R 1 265 40. 5 23 Indirect Tensile Strength single treated specimen excluding Moisture. Density Relationship TMH1 A16T specimen R 180 00 R 205 20. 5 24 Texas Triaxial Test 7 Mohr circles excluding Moisture Density. Relationships ASTM D3397 81 By arrangement, 5 25 Wet Dry Durability Test treated material Moisture Density Relationship. Proctor effort 5 15 TMH1 A19 test R 555 00 R 632 70. 5 26 Wet Dry Durability Test compaction and curing of specimen excluding. treated Moisture Density Relationship TMH1 A19 specimen R 155 00 R 176 70. 5 27 Wet Dry Durability Test Wet Dry cycle TMH1 A19 cycle R 85 00 R 96 90. 5 28 Wet Dry Durability Test Brushing cycle mass loss only TMH1 A19 cycle R 100 00 R 114 00. 5 29 Wet Dry Durability Test Brushing cycle mass loss and volume change. cycle R 110 00 R 125 40, 5 30 Complete Texas Ball Mill Test Tex 116 E test R 2 640 00 R 3 009 60. 5 31 Durability Mill Index CSIR RP 31 test R 2 690 00 R 3 066 60. 5 32 Initial Consumption of Lime pH method TMH1 A20 test R 555 00 R 632 70. 5 33 pH value of soil suspension TMH1 A20 test R 105 00 R 119 70. 5 34 Conductivity of saturated soil paste and water TMH1 A21T test R 160 00 R 182 40. 5 35 Content of chemical agent of treated material by back titration method TMH1 A15 d specimen R 225 00 R 256 50. 5 36 Extra on 5 35 for calibration curve TMH1 A15 d curve R 900 00 R 1 026 00. 6 CONSTRUCTION MATERIALS AGGREGATES, 6 01 Aggregate Grading including Fineness Modulus and Dust Content TMH1 B4 B13 test R 245 00 R 279 30.
6 02 Aggregate Crushing Value 400kN excluding crushing of sample through. jaw crusher TMH1 B1 test R 430 00 R 490 20, 6 03 10 per cent Fines Aggregate Crushing Test excluding crushing of sample. through jaw crusher TMH1 B2 test R 980 00 R 1 117 20. 6 04 Flakiness TMH1 B3T test R 345 00 R 393 30, 6 05 Average Least Dimension TMH1 B18 test R 385 00 R 438 90. 6 06 Bulk Density on aggregates TMH1 B9 test R 195 00 R 222 30. 6 07 Dry Bulk Relative Density on 4 75 mm aggregates TMH1 B14 test R 255 00 R 290 70. 6 08 Dry Bulk Relative Density on 4 75 mm aggregates TMH1 B15 test R 345 00 R 393 30. 6 09 Apparent Relative Density on 4 75 mm aggregates TMH1 B14 test R 200 00 R 228 00. 6 10 Apparent Relative Density on 4 75 mm aggregates TMH1 B15 test R 200 00 R 228 00. 6 11 Dry Bulk Apparent Relative Density together with Water Absorption on. 4 75 mm aggregates TMH1 B14 test R 255 00 R 290 70. 6 12 Dry Bulk Apparent Relative Density together with Water Absorption on. 4 75 mm aggregates TMH1 B15 test R 340 00 R 387 60. 6 13 Apparent Relative Density COLTO 8108 b test R 200 00 R 228 00. 6 14 Water Demand of fine aggregate SABS SM 835 1994 test R 575 00 R 655 50. 6 15 Bulking of fine aggregates SABS SM 856 1976 curve R 475 00 R 541 50. 6 16 Soundness Test Sodium Magnesium Sulphate 5 cycles per aggregate. fraction SABS SM 839 2002 test R 505 00 R 575 70, 6 17 Soundness Test Extra for each additional cycle cycle R 110 00 R 125 40. 6 18 Soundness Test Ethylene Glycol 20 days visual assessment test R 420 00 R 478 80. 6 19 Soundness Test Ethylene Glycol 28 days sieve and weighing method test R 745 00 R 849 30. 6 20 Organic Impurities standard colour test TMH1 B6 test R 230 00 R 262 20. 6 21 Shrinkage Properties of concrete aggregate TMH1 B10 test R 2 295 00 R 2 616 30. 6 22 Soluble Deleterious Material in fine aggregate TMH1 B12 test R 1 415 00 R 1 613 10. 6 23 Sand Equivalent TMH1 B19 test R 365 00 R 416 10. 6 24 Presence of Sugar in fine aggregates SABS SM 833 1994 By arrangement. 6 25 Total Water Soluble Salts TMH1 B16T By arrangement. 6 26 Water Soluble Sulphates TMH1 B17T By arrangement. 6 27 Total Water Soluble Salts and Sulphates TMH1 B16T B17T By arrangement. 6 28 Alkali Reactivity SABS SM 1245 2002 By arrangement. 6 29 Treton Impact Value TMH1 B7 By arrangement, 6 30 Light Materials Content SABS SM 837 2002 By arrangement. 6 31 Polished Stone Value SABS SM 848 2002 By arrangement. 6 32 Los Angeles Abrasion Test ASTM C131 96 By arrangement. 6 33 Crushing of samples with mechanical jaw crusher 10 kg No charge. 6 34 Crushing of samples with mechanical jaw crusher 10 kg to 50 kg lump sum R 190 00 R 216 60. 6 35 Crushing of samples with mechanical jaw crusher 50 kg 10 kg R 50 00 R 57 00. 7 ASPHALT AND BITUMINOUS BINDERS,Page 3 of 8 Revision 0.
Price List APRIL 2016 Civilab,Expected Expiry Date 31 03 2017. Test Method Unit Unit Rate Unit Rate,Excl VAT Incl VAT. 7 01 Marshall Mix Design Stability and Flow plus Bulk Relative Density and. Voids Content on asphalt briquettes prepared at four 4 binder contents. in triplicate TMH1 C1 design R 6 415 00 R 7 313 10. 7 02 Marshall Stability and Flow excluding preparation of asphalt briquette TMH1 C2 briq R 105 00 R 119 70. 7 03 Immersion Index set of 6 briquettes excluding Bulk Relative Density TMH1 C5 test R 780 00 R 889 20. 7 04 Binder Content TMH1 C7 b test R 295 00 R 336 30. 7 05 Binder Content and Aggregate Grading 6 01 plus 7 04 test R 505 00 R 575 70. 7 06 Bulk Relative Density on asphalt briquette or core TMH1 C3 test R 110 00 R 125 40. 7 07 Bulk Relative Density and Voids Content on asphalt briquette or core TMH1 C3 test R 350 00 R 399 00. 7 08 Maximum Theoretical Relative Density Rice s method TMH1 C4 a test R 250 00 R 285 00. 7 09 Indirect Tensile Strength on asphalt briquette or core briq R 142 00 R 161 88. 7 10 Creep Modulus on asphalt briquettes Static TMH1 C6T briq R 982 00 R 1 119 48. 7 11 Creep Modulus on asphalt briquettes Dynamic By arrangement. 7 12 Extra for preparation of briquette with asphalt Marshall method TMH1 C2 briq R 150 00 R 171 00. 7 13 Extra for preparation of briquette with asphalt LAMBS method briq R 200 00 R 228 00. 7 14 Extra for preparation of briquette from trial mix Marshall method TMH1 C2 briq R 195 00 R 222 30. 7 15 Extra for preparation of briquette from trial mix LAMBS method briq R 295 00 R 336 30. 7 16 Marshall Control Tests 7 02 and 7 07 on 4 prepared asphalt briquettes. plus single 7 05 test R 1 280 00 R 1 459 20, 7 17 Extra for preparation of asphalt cores for testing core R 55 00 R 62 70. 7 18 Moisture in asphalt oven drying TMH1 C11 test R 65 00 R 74 10. 7 19 Recovery of Binder from asphalt ABSON test R 695 00 R 792 30. 7 20 Bitumen Penetration ASTM D5 test R 260 00 R 296 40. 7 21 Binder Absorption excluding apparent relative density of binder TMH1 C4 b test R 510 00 R 581 40. 7 22 Binder Adhesion to aggregates Riedel Weber test TMH1 B11 test R 592 00 R 674 88. 4 01 Field Density by sand replacement method TMH1 A10 a test R 265 00 R 302 10 4 02 Field Density by nuclear method including Moisture Content by oven TMH1 A10 b C test R 190 00 R 216 60 4 03 Field Density by rondavel method By arrangement 4 04 Extra on above for establishment of personnel on site from the laboratory

Related Books