Test Rate BUET

8/13/2019 Test Rate BUET

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Sl. Test Rate Sl. Test Rate

No. (Tk.) No. (Tk.)

1 Sieve analysis (CA) / Gradation / FM / Particle Size 2,700 1 Specific gravity / Sp. Gr. / Density 2,300

2 Sieve analysis (Ballast) 3,200 2 Penetration / Grading 2,3003 Sieve analysis (FA) / FM 1,600 3 Loss-on-heating 2,300

4 Wash sieve / Material Finer than #200 sieve / Silt Content 2,200 4 Flash & Fire points 2,300

5 Aggregate crushing value(ACV) / Compressive Strength 3,200 5 Solubility (100/= for Chem.) 2,200+100

6 Aggregate Impact value (AIV) 2,700 6 Ductility 100/= for Chem.) 2,200+100

Department of Civil Engineering reserves the right to change the rates at any time without any prior notice

AGGREGATES BITUMEN

APPROVED RATES FOR TESTING OF MATERIALS AND SERVICES

BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY, DHAKA -1000

DEPARTMENT OF CIVIL ENGINEERINGComm itted to Quality Assurance for Better Bangladesh

Contact person: Prof. Dr. Md. Abdur Rouf; Room No 408; Mobile: 01819 557964

Name of Tests Name of Test

Rates include VAT (15%), Univ. (30%) & Dept. (2%) overheads and effective from 1st July 2013

PABX Nos: 966 5650-56, 861 6833-38, 861 4640-44, 861 8344-49, Ext. 7226; Fax - 9665639; Web: www.buet.ac.bd/ce

7 Ten percent fine value (TFV) 5,400 7 Softening point (R&B) (100/= for Chem.) 2,200+100

8 Angularity number (Including sp. gr.) 3,200 8 Thin Film Oven 2,800

9 Elongation Index (EI) / Shape Test 2,700 9 Float test 2,300

10 Flakiness Index (FI) 3,200 10 Foaming Test 2,300

11 L.A. Abrasion of CA 3,800 11 Spot Test 2,300

12 L.A. Abrasion of Ballast (500/= for L.C.) 3,800+500 12 Viscocity, Saybolt Furol (S.F.) 4,300

13 Unit weight of aggregate (CA) 2,200 13 Viscocity (Kinematic) 5,90014 Unit weight of aggregate (FA) 1,600 14 Viscocity (Absolute / Dynamic) 8,900

15 Soundness with Na2SO4 (2000/= for chem.) 7,700+2,000 15 Ash Content / Inorganic Matter 4,300

16 Soundness with Mg2SO4 (4000/= for chem.) 8,300+4,000 16 Any test on residue from Loss-on-heating test 3,900

17 Absorption and Specific Gravity / Density (for Ballast) 3,100 17 Any test on residue fromThin Film Oven test 4,500

18 Clay lump & friable particles 2,500 18 Coating & Stripping test with/without Anti-Stripping Agent/Dose 3,200

19 Organic impurities / Salt content / Sulphate content / Salinity 1,900 19 Ashaplt Concrete Mix Design (Marshall) 39,400

20 Coal & lignite (400/= for chemicals) 2,100+400 20 Particle Charge Test of Bitumen Emulsion 2,700

21 Mica Content 7,500

22 Effect of organic impurities (1200/= for chem) 9,200+1,200 21 Bitumen content (4000/= for Chemical) 6,600+4,000

23 Percentage of uncrushed particle (fractured face) 4,000 22 Water Content 5,200

24 Foreign material content / Deleterious substance 9,900 23 Theoritical Max. Sp. Gr. 3,30025 Bulking of sand 4,300 24 Density 1600

26 Void Ratio / Porosity / Moh. Hardness (500/= for chem.) 3,200+500 25 Marshall Stability and Flow Test 3,000

27 Co-efficient of Sand (d10) 2,800 26 Distillation 7,100

28 CBR of Base or Sub-base material 28,900 27 In-Situ per core cutting 5400 + **

29 Standard Proctor test of aggregate (MDD) 11,300 28 Job Mix Formula & Marshall Test 77,000

30 Modified Proctor or Vibrating Hammer 17,300 29 TSR Test 36,500

1 Absorption (ASTM / BS Standard) 1500 / 2900 1 Pipes (dia upto 600mm) 5,400

BRICKS (Bricks needed for ASTM = 5 nos., BS = 10 nos.)

PAVEMENT

R.C.C PIPES

2 Crushing strength(ASTM / BS Stand; 300/400/= capping mat.) 2800 / 5200 2 Pipes (dia above 600mm and upto 900mm) 5,900

3 Size & shape (ASTM / BS Standard) 2300 / 2300 3 Pipes (dia above 900mm and upto 1200mm) 7,6004 Unit Weight (ASTM / BS Standard); 200/300 for LC 2400 / 4600 4 Pipes (dia above 1200mm and upto 1524mm) 9,700

5 Unit Wt. & Absorption (ASTM / BS Stand); 200/300 for LC 3600 / 6600 5 In-situ pipe testing 6500 + *

6 Efflorescence (needed 10 additional bricks) 2,800

7 1 Load & wt. test on manhole covers (18 inch or 450 mm Dia) 5,900

8 Comp. strength of Hollow bricks, Paving / Concrete blocks etc. 2,700

9 Compressive strength of Road Kerb Stone 3,300 1 Initail Rate of Absorption/Suction for Brick 2,500

10 Absorption 1,600 2 Alkali-Silica Reactivity for Stone/Sand 12,400

11 Unit weight 2,200

12 Comp. strength of Hollow bricks, Paving block incl. unit wt. 4,500

Manhole Covers ^

Notes: [* Field visit fees; inside Dhaka = Tk. 10,000; Greater Dhaka = Tk. 16,000; Adjacent Dhaka= Tk.21,000; Remote Districts = Tk. 30,000; Remote areas = Tk.40,000] [** Field visit

fee + Tk. 2000 if Core Cutter/Scanner/Load Cell etc. are needed.] [* & ** Transport, local hospitalities, accommodation (in case of overnight stay) etc. are to be provided by the client]

Miscellaneous

HOLLOW / SPECIAL BRICK BLOCKS / KERB (set of 3 nos.)

Note: ^ Pipe specimens & Manhole covers have to be taken away by

the Client, immediately after the test is performed.


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No. (Tk.) No. (Tk.)

1 Concrete cylinders (100x200mm), for a set of 3 nos. 1,600 1 Comp. strength, 3, 7 & 28 days (600/= Ottowa Sand) 6,600+600

2 Concrete cylinders (150x300mm), for a set of 3 nos. 2,900 2 Setting time 2,700

3 Cubes (< 200mm) , for a set of 3 nos. 2,500 3 Fineness 2,200

4 Cubes (200mm - 300mm), for a set of 3 nos. 3,000 4 Setting time (only) 3,500

5 Cubes (>300mm), each core cutting & testing (300/= for fuel) 5,100+300 5 Normal Consistency (only) 2,2006 Concrete Spun, for a set of 3 nos. 2,500 6 Density / Sp.Gr. 3,200

7 Concrete beam in flexure, for a set of 3 nos. 6,300 7 Weight of Cement Bag 500

8 Concrete slab in flexure, for a set of 3 nos. 8,700

8 Comp. strength 2 & 28 days (400/= EN Sand) 21,600+400

9 Con. cylinders casting & testing, for a set of 6 nos. 14,600 9 Comp. strength 2, 7 & 28 days (500/= EN Sand) 27,000+500

10 Concrete mix design without admixture 46,500

11 Concrete mix design using admixture 51,900 10 Coupler 1,600

11 MS Bar above 32 mm 4,300

12 In-Situ per core cutting & testing (without scanning) 4,900+200+** 12 MS Bar above 50 mm 5,400

13 In-Situ per core cutting & testing (with scanning) 9,600+400+** 13 Elongation at 5D as per ISO 6935 Per Set 1,100

14 In-Situ Hammer Test - per spot / location (min. 3 tests) 4,900+100+* 14 Shafft Rod 40 mm 4,30015 In-Situ Winsor Pin Test - per spot / location (min. for 3 tests) 4,450+50+* 15 Shafft Rod 50 mm 5,400

16 In-Situ Scanning test - per spot / location (for 2 scans) 8,700+300+** 16 Bult Welded Joint 5,400

17 In-Lab Block/Kerb per core cutting & testing (300/= LC) 5,000+300 17 Density 2,200

18 In-Lab Supplied Core Testing (Per core) (300/= LC) 1,800+300 18 Transverse Breaking Load of Rail 18,000

CEMENT (EN Standard)

ROD (Miscellaneous)

Concrete Mix Designs

Destructive and NDT Tests

CEMENT (ASTM / AASHTO)CEMENT CONCRETE

Name of Tests Name of Tests

19 Shear Test for Rod 2,000+1,200

Sl. Test Rate

No. (Tk.)

1 Pressure gauge / Dial Gauge 4,000

2 Hydraulic Jack with pressure gauge (Regular) 18,700

3 Hydraulic Jack with pressure gauge (Large) + 800 kg 24,8004 Deflection dial 2,800

5 Proving ring (< 100 kN ) 4,300

6 Proving ring (100 kN to 500 kN ) 4,900

7 Proving ring (> 500 kN ) 5,900

8 Dynamometer 8,000

9 Compression / TensionTesting Machine (with one dial) 9,700

10 Calibration of Concrete Mix Batching Plant 237,600

11 Electronic Balance upto 20kg / Platform Scale / Balance 7,300

12 CA measuring potable fara / Measuring cub 3,800 35 Test on Admixture (Mineral) for Cement/Concrete ask at the counter

13 Schmidt Hammer (Rebound) 9,40014 Weight < 2kg / Load Cell 7,300 1 Expansion of Mortar ASTM C1038 6,300

15 Weight Box 16,200 2 Sulfate Resistance ASTM C1012 11,300+1,100

16 Balance upto 300kg 10,800

17 Balance above 300kg to 1000kg 14,000 Sl. Test Rate

18 Balance above 1000kg 21,600 No. (Tk.)

19 Mixture Machine (Mortar cube & setting) 7,300

20 Blaine Apparatus/Vibration Machine/Joilting Table 7,300 1 Tension test incl. wt. & elongation (upto 25mm) 1,900

21 Vicat Apparatus 5,700 2 Tension test incl. wt. & elongation (above 25mm & upto 32mm) 2,800

Any grade of Rebar

Cement Testing Apparatus ROD (set of 3 nos.)

CALIBRATION

Name of Tests

Durability / Soundness

Name of Tests

Balance and Weight

22 Cement Autoclave Machine 7,300 3 Bend test (upto 25mm) 900

23 Cylinder Mould Calibration 2,200 4 Bend test (above 25mm) 1,0005 Rebend test (upto 25mm) 1,300

26 Theodolite 11,800 6 Rebend test (above 25mm) 1,400

27 Level 9,100 7 Stress-strain curves (Mod.of Elasticity); Strand 7,200/= 6,500

28 Total Station 32,400 8 Deformation Measurement 2,500

29 Vernear Scale/ Micro meter 1,600 9 Bolt, Tension test upto 30mm 2,300

30 Steel Scale 1,600 10 Bolt, Tension test above 30mm (LC 500/=) 3,400+500

31 Thermometer 2,500 11 Bolt, Shear test upto 20mm 1,800

32 Sieve 2,800 12 Bolt, Shear test above 20mm (LC 500/=) 1,900+500

33 Tacheometer 11,800 13 Angle / Plate, Tension test upto 16mm (LC 900/=) 2,300+900

14 Angle / Plate, Tension test above 16mm (LC 2000/=) 2,500+2,000

34 Compression / TensionTesting Machine (with one dial) 9700 + **35 Protable Weighing Bridge 12,400



Bolt, Angle & Plate (set of 3 nos.)

Survey Equipment

Miscellaneous Equipment / Devices

Outside Laboratory / In-situ Calibration


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Sl. Test Rate

1 Hooks/Anchore Bolt, Tension test ; for a set of 3 no.(LC 900/=) 3,000+900 No. (Tk.)

2 H.T. Wire, Tension test; for a set of 3 nos. 6,000

3 Strand / Cable, Tension test, for a set of 3 nos. 10,800 1 Sp. gr. 1,700

4 Fibre Glass Stainers / Pipes, Tension test, for a set of 3 nos. 3,600 2 Unit weight (wet & dry) 1600

5 Fibre Glass, Compression test, for 1 sample 1,600 3 Void ratio (Sp. Gr. & Unit Wt.) 2,700

6 Hardness test (Rockwell), for a set of 3 nos. (LC 500/=) 1,400+500 4 Moisture content 800

7 Impact test, for a set of 3 nos. (LC 1000/=) 1,800+1,000 5 Linear Shrinkage 1,600

8 Spring test, for per specimen 2,400 6 Skrinkage limit 1,3009 Bond / Weld Test or Rop lapping test 3,800 7 Liquid limit and Plastic limit 2,700

10 Sheet Pile, Wt. per m, Dim.; (LC 1000/=) 5,800+1,000 8 Grain size analysis by wash sieving 2,200

11 Sheet Pile, Section Modulus / Moment of Inertia.; (LC 2000/=) 9,700+2,000 9 Hydrometer, sieve analysis & sp. gr. 4,300

12 Aluminium Column, Compression test 6,300+1,000 10 Organic matter content 2,800

13 MS Box Welding, Compressive Strength; (LC 3000/=) 4,800+3,000 11 Loss on ingnition 2,400

14 Scaffolding / Steel Props / Jog 9,700 12 Sand equivalent test 3,600

15 Dog Spike 5,800

16 Steel Sleeper; (LC 800/=) 4,200+800 13 Max. and Min. density of cohesionless soil 4,900

17 Prestressing Anchorage System; (LC 5000/=) 83,800+8,000 14 Standard Proctor Compaction test 5,400

15 Modified Proctor Compaction test 6,500

18 Timber , Compression test, for 1 sample (LC 1000/=) 9,800+1,000

19 Timber, Flexure test, for 1 sample (LC 1000/=) 5,500+1,000 16 Permeabili ty of cohesieve soil by 1-dimensional consolidn 11,30020 Moisture Content 3,300+1,000 17 Permeability of cohesionless soil (falling head) 5,400

21 Hardness 6,600+1,000 18 Permeability of cohesionless soil (constant head) 10,800

TILES (set of 5 nos.)

1 Size & shape / Warpe 1,600 19 One dimensional consolidation (e - log p, Cc,Cr,Cv) 11,300

2 Absor tion with flexural needs additional 5 nos. 1 600 20 Swellin Index / Swellin Pressure 11 300

ROD (Miscellaneous)Name of SOIL Tests

Permeability and seepage characteristics

Timber Test

Index & Physical properties

Compaction and density tests

Consolidation and swelling characteristics

. , ,

3 Flexural / Modulus of Rupture 2,200

RUBBER / PLASTIC / PVC MATERIALS 21 Unconfined compression test 3,200

1 Tension, for a set of 5 samples 2,600 22 Lab. California Bearing Ratio (CBR) of soils 13,200

2 Hardness, for 1 sample 1,600 Direct shear tests

3 Flexural, for a set of 5 samples 3,100 23 Consolidated Drained test 6,500

4 Compression, for 1 sample 3,100 24 Consolidated quick test 5,400

5 Compression stiffness, for 1 sample 4,300 25 Unconsolidated quick test 4,3006 Water Stopper - Tension, Dim., Elongation; LC 500/= 4,000+500 Triaxial shear tests

7 Water Stopper - Sp. Gr. / Hardness 3,800 26 Consolidated Drained compression test 27,000

27 Con. undrained compression test with pore pressure 21,600

Soil Boring (Including relevant tests & report) 28 Con. undrained compression test without pore pressure 21,600

Soil Boring per bore 29 Uncon. undrained compression test without pore press 10,800

Within Dhaka City - depth upto 60'-0" 59,400 30 Con. undrained extension test without pore pressure 21,600

Within Dhaka City - depth upto 100'-0" 31 Cyclic Triaxial Test Pl consult teacher

Outside Dhaka City - depth upto 60'-0" 32 Bentonite 11,200

Outside Dhaka City - depth upto 100'-0"

33 Field CBR (6 spots+2 Proctor/max-min density + 2 sieve/Hydrometer) 54,000 + **

1Apparent/Effective Opening Size (AOS/EOS)/Pore Size (3

specimen)3,600 9 Trapozoidal Tearing Strength 3,600

2 Burst Test Index 2,700 10 Unit Weight / Mass (3 specimen) 1,700

3 Index Puncture Resistance or CBR Puncture (10 specimen) 2,700 11 Ver. Permeability Under 2 kN/m2 and 200 kN/m2 7,000

4 Cone Penetration Test 2,700 12 Vertical Permeability Under 2 kN/m2 Pressure 4,300

Consultation

with teacher

is required

Field density(8 spots+2 Proctor/max-min density+2

sieve/Hydrometer

Filed CBR per spot with field density (in addition Proctor/max-min

density and sieve/Hydrometer tests are needed to be done - pleaseconsult wth respective Teacher) Min total fees: within Dhaka City -

Tk.50,000/-** & outside Dhaka City - Tk.75,000/-**

(Notes: Minimum 3 borings for a particular site;

Geotechnical Tests (Field)

Field density per spots (In addition proctor/max-min density and

sieve/Hydrometer tests are needed to be done - please consult wth

respective Teacher) Min total fees: within Dhaka City - Tk.75,000/-

** and outside Dhaka City - Tk.1,00,000/-** 35

36

54,000 + **

Strength and deformation characteristics

Guidelines : upto 3 katha - 3 nos; 3 - 5 katha - 5 nos; 6 - 10 katha - 8 nos)

5,400+**

34 6,500+ **

GEOTEXTILES / BAGS (for a set of 3 no. samples)

ra ens e s reng e onga on spec men x - r , a er ermea y y erm v y ,

6 Hor. Water Permeability Under 2kN/m2 pressure 7,600 14 Horizontal Water Permeability Test 7,600+300

7 Seam Strength (6 specimen) 3,600 15 Strip/Wide-Width Tensile strength & elong) (5 specimen x 2-dir) 4,300

8 Thickness (10 specimen) 1,100 1 Grab Test (Long. & X-dir. & Top & Bot. seam) of Geo Bag 12,300

1Vulcanized rubber and thermoplastic elastomer in tension and

elongation at break, ASTM D412 (set of 3)3,900+600 8

Test for rubber durability-deterioration in an air oven, ASTM

D573 (set of 3)3,800

2Short duration compression test on plain and steel laminated

elastomeric bearings for bridges, ASTM D4014 (set of 1)4,400 9

Test for determining the adhesion on rigid substrates,

ASTM D429 (set of 1)3,100

3Long duration compression test on plain and steel laminated

elastomeric bearings for bridges, ASTM D4014 (set of 1)8,900 10

Dimensional test (external and internal) giving number &

thickness of steel plates, elastomer parallelism,1,900

4 Determination of shear modulus, ASTM D4014 (set of 3) 5,800+600 11 Ash content 3,100

5 Test for compression set, ASTM D395 (set of 4) 5,100+600 12 Heat Resistence test at 100 C for 72 hours 3,800

6 Dimension Test 1,900 13 After ageing 4,500+3,2007 Determination of durometer hardness, ASTM D2240 (set of 1) 1,900 14

ELASTOMERIC BEARINGS




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No. (Tk.) No. (Tk.)

1 pH 100+200

1 pH 2 Color (True or Apparent) 100+100

2 Color (True or Apparent) 3 Color Scanning at Specific Wavelength/UV-VISRange 900+200

3 Turbidity 4 Turbidity 150+150

4 Total Hardness 5 Carbon-di-Oxide (CO2) / Acidity 100+100

5 Chloride (Cl) 6 P-Alkalinity/ M-Alkalinity/T-Alkalinity 150+150

6 Total Dissolved Solids (TDS) 7 Carbonate (CO3) or Bi-carbonate (HCO3) + pH 300+200

7 Manganese (Mn) 8 Total Hardness 600+200

8 Arsenic (As) 9 Ca - Hardness 1,900+800

9 Total Iron (Fe) -Phenanthroline Method 10 Mg - Hardness 1,900+800

10 Total Coliform(TC)/Thermotolerent Coliform (TTC) 11 Chloride (Cl) 550+250

11 Fecal Coliform (FC) 12 Fluoride (F) 400+100

13 Ammonia-Nitrogen (NH3 - N) 600+400

1 pH 200+200 14 Nitrate - Nitrogen (NO3 - N) 350+250

2 Electrical Conductivity 550+250 15 Nitrite - Nitrogen (NO2 - N) 350+250

3 Organic Matter (Dry Combustion Method) 1,800+400 16 Total Nitrogen (TN) 3,900+1,500

4 Organic Matter (Wet Combustion Method) 2,100+500 17 Total Kjeldahl Nitrogen (TKN) / Organic Nitrogen 11,000+3,000

5 Water Soluble Cl / PO4 / SO4 (each) 1,700+700 18 Chlorine Content - Total Cl2 350+250Metal Analysis Following T. Extraction and / or TCLP: 19 Chlorine Content - Free Cl2 350+250

6 Total Extraction Charges (each sample) 1,300+500 20 Iodine Content 300+200

7 Toxic Characteristics Leaching Procedure (TCLP) 2,900+2,500 21 Bromine Content 300+200

Ca/Cd/Co/Cr/Cu/Fe/Mg/Mn/Ni/Pb/Zn - using FLAAS + 1,100+400 22 Break Point Chlorination 6,400+1,200

Aluminum Al - usin GFAAS 3,300+500 23 Total Solids TS 800+100

Routine Drinking Water Parameters (Package)

6,

200

+2,2

00

=

8,

400

Environmental Quality of Soil, Sludge and Solids

WATER TESTS

Name of Tests

Miscellaneous Water Quality Parameters

Name of Tests

,

Arsenic (As) - using GFAAS 1,000+500 24 Total Suspended Solids (TSS)/Insoluble Solids/(TSS+TDS+TS) 1,400+400

Mercury (Hg) - Cold Vapor Method 3,100+1,200 25 Total Dissolved Solids (TDS) 750+150

Selenium (Se) - using GFAAS / Ba 2,200+800 26 Silica Content (SiO2) 600+400

Na or K (each) - using FLAAS 1,300+400 27 Colloidal Silica 1,700+1,000

9 Mixed Liquor Suspended Solids (MLSS) 3,300+600 28 Electrical Conductivity (EC) 250+250

10 Mixed Liquor Volatile Solids (MLVSS) 3,300+600 29 Total Phosphorous (TP) 2,700+500

11 Pb or Cd release from Tableware (each) 1,200+600 30 Orthophosphate (PO4) 600+20031 Hydrogen Sulphide (H2S) / Odor 600+200

32 Sulphate (SO4) 400+200

33 Organic Matter *** 1,800+300

1 CO 34 Biochemical oxygen Demand (BOD) - 5 day 1,350+350

2 SOx 35 Chemical Oxygen Demand (COD) 1,200+600

3 NOx 36 KMnO4 Value 1,200+600

4 CH4 37 Dissolved Oxygen (DO) 250+250

5 SPM 38 Boron (B) 1,500+1,200

6 PM10 39 Manganese (Mn): UV - VIS 1,100+400

7 PM2.5 40 Aluminum (Al) - using GFAAS 3,300+500

8 Engine Exhaust Monitoring (CO, NOX, HC, CO2, O2) - Min.** 41 Arsenic (As) - using GFAAS 1,000+500

9 Total Dust in Air (Method AS/NZS 3580.10.1:2003) (each)3,200+800

42 Cyanide (Cn)2,800+1,000

43 Mercury(Hg)-Cold Vapor Method (Mini. 30 days required) 3,100+1,200

44 Selenium (Se) - using GFAAS / Ba 2,200+800

1 Minimum Fee * 16,600+5,000 45 Na or K (each) - using FLAAS 1,300+400

46 Ca/Cd/Co/Cr/Cu/Fe/Mg/Mn/Ni/Pb/Zn - using FLAAS 1,100+400

47 Nickel (Ni) and/or Cobalt (Co) (for Drinking Water) 1,500+1,000

1 Sampling for Bacteriological Analysis ** 6500 + ** 48 Total Iron (Fe) - Phenanthroline Method 650+150

2 Sampling for Physical and Chemical Analysis ** 6500 + ** 49 Ferrous Iron (Fe2+) 900+400

50 Ferric Iron (Fe3+) 1,500+600

51 Total Coliform(TC)/Thermotolerent Coliform (TTC) 700+400

1 Tubewell Design (depth up to 600'), incl. 8 nos. sand test ^ 11,900+9,300 52 Fecal Coliform (FC) 700+400

'

8

Sample Collection Charges +++

For the rate

please ask at

the counter

Air Quality Monitoring ++

Tubewell Design

Parameters (upon discussion)

Noise Monitoring

2 Tubewell Design (depth above 600'), Incl. 11 nos. sand test ^^ 11,900+13,700 53 E. Col i 2,800+1,000

^^ 54 Magnesium Density 2,800+1,000

55 Sodium Absorption Ratio (SAR) 2,800+1,000

56 Algae / Chlorophyll_a 8,300+2,500

Notes :

+ Plus Total Extraction Charge = 13,000+500 +++ Sampling charge may vary depending on the area to be sampled

++ Additional fee includes: * Cost depends on the client's requirements

Sampling Charge for Air Quality Monitoring (without PM2.5) = 12,600 ** Usual field visit fees apply in addition to above

Sampling Charge for Air Quality Monitoring (with PM2.5) = 18,800 *** Only for Solids / Sludge



For complete design, fees would be Tk. 14,000/= instead of 10,800;For Inverted Tubewell design; Extra fees = Tk. 2,200/


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Test Rate BUET