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Sl. Test Rate Sl. Test Rate

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

1 Sieve analysis (CA) / Gradation (Base/subbase 5500) 3,500 1 Specific gravity / Sp. Gr. / Density 2,700

2 Sieve analysis (Ballast)/Specified Sieve size 6000 4,500 2 Penetration / Grading 2,700

3 Sieve analysis (FA) / FM 2,000 3 Naphta Xylene Equivalemt 11,500

4 Material finer than # 200 sieve / Fine content 3,500 4 Flash & Fire points 2,700

5 Aggregate crushing value(ACV) / Compressive Strength 4,000 5 Solubility (300/- for Chem.) 2,600+300

6 Aggregate Impact value (AIV) 3,000 6 Ductility (100/- for Chem.) 2,600+300

7 Ten percent fine value (TFV) 6,000 7 Softening point (R&B) (100/- for Chem.) 2,600+300

8 Angularity number (Including sp. gr.) 5,000 8 Thin Film Oven / Loss-on-heating 3,400

9 Elongation Index (EI) / Shape Test 4,500 9 Float test 2,700

10 Flakiness Index (FI) 4,200 10 Foaming Test 2,700

11 L.A. Abrasion of CA (1000/- for L.C., if needed) 4,000+1,000 11 Spot Test 2,700

12 L.A. Abrasion of Ballast (1000/- for L.C.) 4,200+1,000 12 Viscocity, Saybolt Furol (S.F.) 5,000

13 Unit weight of aggregate (CA) 2,600 13 Viscocity (Kinematic) 6,500

14 Unit weight of aggregate (FA) 2,400 14 Viscocity (Absolute / Dynamic) 10,000

15 Soundness with Na2SO4 (4000/- for chem.) 10,000+4,000 15 Ash Content / Inorganic Matter 5,000

16 Soundness with Mg2SO4 (6000/- for chem.) 10,000+6,000 16 Any test on residue from Loss-on-heating test/TFOT 5,000

17 Absorption and Specific Gravity / Density (for Ballast) 3,500 17 Any test on residue fromThin Film Oven test 5,000

18 Clay lump & friable particles 3,000 18 Coating & Stripping test with/without Anti-Stripping Agent/Dose 3,800

19 Moisture Content 1,500 19 Ashaplt Concrete Mix Design (Marshall) 42,000

20 Percentage of Uncrushed Particle (Fractured face) 4,500 20 Particle Charge Test of Bitumen Emulsion 3,200

21 Mica Content of Fine Sand using Microscope (Coarse Sand by visual observation: Tk. 8500 ) 13,500

22 Effect of organic impurities (1300/- for chem) 10,000+1,300 21 Bitumen content (4000/- for Chemical) 8,000+4,000

23 Organic impurities/Salt content / Sulphate content / Salinity 2,100 22 Water Content 6,000

24 Foreign material content / Deleterious substance 10,900 23 Theoritical Max. Sp. Gr. 4,000

25 Bulking of sand 5,000 24 Density 2,000

26 Void Ratio / Porosity / Moh. Hardness 4,000+500 25 Marshall Stability and Flow Test 3,500

27 Co-efficient of Sand (d10) 3,100 26 Distillation 8,000

28 CBR of Base or Sub-base material (1500/- for L.C.) 30,500+1,500 27 In-Situ per core cutting 6,000 + **29 Standard Proctor test of aggregate (MDD) 12,000 28 Job Mix Formula & Marshall Test 80,000

30 Modified Proctor or Vibrating Hammer 20,000 29 TSR (Tensile strength ratio) Test 44,000

1 Absorption (ASTM / BS Standard) 2,000 /3,800 1 Pipes (dia up to 600mm) 5,900

2 Crushing strength(ASTM / BS Stand; 300/400/- capping mat.) 4,000 / 6,500 2 Pipes (dia above 600mm and up to 900mm) 6,500

3 Size & shape (ASTM / BS Standard) 2,500 / 2,500 3 Pipes (dia above 900mm and up to 1200mm) 8,400

4 Unit Weight (ASTM / BS Standard); 200/300 for L.C. 3,500 /4,700 4 Pipes (dia above 1200mm and up to 1524mm) 10,700

5 Unit Wt. & Absorption (ASTM / BS Stand); 200/300 for L.C. 5,000 /7,500 5 In-situ pipe testing 7,200 + *

6 Efflorescence (needed 10 additional bricks) 4,000

1 Load & wt. test on manhole covers (18 inch or 450 mm Dia) 6,5008 Comp. strength of Hollow bricks, Paving / Concrete blocks etc. 3,000

9 Compressive strength of Road Kerb Stone 3,600 1 Initail Rate of Absorption/Suction for Brick 2,800

10 Absorption 2,000 2 Alkali-Silica Reactivity for Stone/Sand 13,600

11 Unit weight 3,500

12 Comp. strength of Hollow bricks, Paving block incl. unit wt. 5,000

APPROVED R ATES FOR TESTING OF M ATERIALS AND SERVICES

BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY, DHAKA -1000

DEPARTMENT OF CIVIL ENGINEERINGCommitted to Quality Assurance for Better Bangladesh

Rates inclu de VAT (15%), University Overhead (30%) & Laborato ry Developm ent (2%) Effective from 1st July 2014

Contact person : Prof . Dr. Abu Siddque ; Room No 408; Mobile: 01819 557964

Miscellaneous

Pavement

Note: + Pipe specimens & manhole covers have to be taken away by the

Client, immediately after the test is performed.

R.C.C Pipes

Mahole Covers +

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

Agg regates (Sample preparati on charge Tk.1000)

Name of Tests

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

BRTC Office Time : Sat to Wed => 9:00 am - 5:00 pm Thu => 9:00 am - 1:00 pm

Name of Tests

Bitumen (Sample preparation charge Tk.1000)

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

Hollow / Special Brick Block / Kerb (Set of 3 Nos.)

Notes: [* Field visit fee; Inside Dhaka = Tk. 10,000; Greater Dhaka = Tk. 16,000; Adjacnt Dhaka = Tk.21,000; Near Districts = Tk. 30,000; Remote Districts =

Tk.40,000], Remote Areas = Tk.50,000 [** Field visit fee + Tk. 2,000 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]

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

1 Concrete cylinders (100x200mm), for a set of 3 Nos. 1,800 1 Compressive strength, 3, 7 & 28 days (600/- Ottowa Sand) 7,500+600

2 Concrete cylinders (150x300mm), for a set of 3 Nos. 3,200 2 Setting time 3,500

3 Cubes (< 200mm) , for a set of 3 Nos. 2,800 3 Fineness 2,500

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

5 Cubes (>300mm), each core cutting & testing (300/- for fuel) 5,600+300 5 Normal Consistency (only) 2,400

6 Concrete Spun, for a set of 3 Nos. 2,800 6 Density / Sp.Gr. 3,500

7 Concrete beam in flexure, for a set of 3 Nos. 6,900 7 Weight of cement bag 600

8 Concrete slab in flexure, for a set of 3 Nos. 9,600

1 Compressive Strength, 2 & 28 days 23,800+400

9 Con. cylinders casting & testing, for a set of 6 Nos. 18,000 2 Compressive Strength 2, 7 & 28 days 30,000+500

10 Concrete mix design without admixture (18000+37000) 55,000 Rod (Miscellaneous)

11 Concrete mix design using admixture (20000+40000) 60,000 1 Hooks/Anchor Bolts Tension test ; for a set of 3 Nos.(L.C. 900/-) 3400+900

2 H.T. Wire, Tension test; for a set of 3 Nos. 6,600

12 In-Situ per core cutting & testing (without scanning) 5,100 +200+ ** 3 Strand / Cable, Tension test, for a set of 3 Nos. 11,900

13 In-Situ per core cutting & testing (with quick scanning) 10,600 +400+ ** 4 Fibre Glass Stainers / Pipes, Tension test, for a set of 3 Nos. 4,000

14 In-Situ Hammer Test - per spot / location (min. 3 tests) 5,400 +100+ * 5 Fibre Glass, Compression test, for 1 sample 1,800

15 In-Situ Winsor Pin Test - per spot / location (min. for 3 tests) 4,950 + 50+* 6 Hardness test (Rockwell), for a set of 3 Nos. (L.C. 500/-) 1,600+500

16 In-Situ Scanning (quick & Image) per spot / location (for 2 scans) 9,600 + 300+** 7 Impact test, for a set of 3 Nos. (L.C. 1000/-) 2,100+1,000

17 In-Lab Block/Kerb per core cutting & testing (300/- L.C.) 5,500+300 8 Spring test, for per specimen 2,700

18 In-Lab Supplied Core Testing (Per core) (300/- L.C.) 2,000+300 9 Bond / Weld Test or Rop lapping test 4,200

10 Sheet Pile, Wt. per m, Dim.; (L.C. 1000/-) 6,500+1,000

1 Pressure gauge / Dial Gauge 4,400 11 Sheet Pile, Section Modulus / Moment of Inertia.; (.L.C.. 2000/-) 13,000+2,000

2 Hydraulic Jack with pressure gauge (Regular) 20,600 12 Aluminium Column, Compression test 7,000+1,000

3 Hydraulic Jack with pressure gauge (Large) + 800 kg 27,300 13 MS Box Welding, Compressive Strength; (L.C 3000/-) 5,600+3,000

4 Deflection dial 3,100 14 Scaffolding / Steel Props / Jog 10,700

5 Proving ring (< 100 kN ) 4,700 15 Dog Spike 6,400

6 Proving ring (100 kN to 500 kN ) 5,400 16 Steel Sleeper; (L.C. 800/-) 4,700+800

7 Proving ring (> 500 kN ) 6,500 17 Coupler up to 25mm, for a set of 1 No. 1,800

8 Dynamometer 8,800 18 Coupler above 25mm & up to 32mm, for a set of 1 No. 2,200

9 Compression / TensionTesting Machine (with one dial) 10,700 19 Coupler above 32mm, for a set of 1 No. 2,500

10 Calibration of Concrete Mix Batching Plant 261,400 20 MS Bar above 32 mm 4,700

Balance and Weight 21 MS Bar above 50 mm (L.C. 6,000/-) 5,900

11 Electronic Balance up to 20kg / Platform Scale / Balance 8,000 22 Elongation at 5D as per ISO 6935 Per Set 1,600

12 CA measuring potable fara / Measuring cub 4,100 23 Shaft Rod < 40 mm. (L.C 3000/-) 2500+3000

13 Schmidt Hammer (Rebound) 10,400 24 Shaft Rod 40 mm. (L.C 3500/-) 3000+3500

14 Weight < 2kg / Load Cell (Weight Box 17800) 8,000 25 Shaft Rod 50 mm. (L.C 4000/-) 3500+4000

15 Balance up to 300kg 11,900 26 Bult Welded Joint 5,900

16 Balance above 300kg to 1000kg 15,400 27 Tranverse Breaking Load of Rail 19,900

17 Balance above 1000kg 23,800 28 Shear Test for Rod 2,300+1,200

29 Prestressing 19 wire Anchorage Test; (42,000+63,000) 105,000

18 Mixture Machine (Mortar cube & setting) 8,000 30 Prestressing 12 wire Anchorage Test; (38,000+57,000) 95,000

19 Blaine Apparatus /Jolting table / Vibrating Machine 8,000 31 Test on Admixture (Mineral) for Cement/Concrete Consult with teacher

20 Vicat Apparatus 6,300

21 Cement Autoclave Machine 8,000 1 Tension test including wt. & elongation (up to 25mm) 2,100

22 Cylinder Mould Calibration 2,400 2 Tension test incl. wt. & elongation (above 25mm & up to 32mm) 3,100

23 Curing Tank 5,000 3 Bend test (up to 25mm) 1,000

24 PH Meter / Stop watch 2000 4 Bend test (above 25mm) 1,100

5 Rebend test (up to 25mm) 1,400

22 Theodolite 13,000 6 Rebend test (above 25mm) 1,500

23 Level 10,000 7 Stress-strain curves (Mod.of Elasticity)(Strand-7900) 7,200

24 Total Station 35,600 8 Deformation Measurement 2,700

25 Vernear Scale/ Micro meter 1,800 9 Bolt, Tension test up to 30mm 2,500

26 Steel Scale 1,800 10 Bolt, Tension test above 30mm (L.C. 800/-) 3,800+800

27 Thermometer 2,800 11 Bolt, Shear test up to 20mm 2,000

28 Sieve 3,100 12 Bolt, Shear test up to 20mm (L.C. 800/-) 2,100+800

29 Tacheometer 13,000 13 Bolt, Shear test above 25mm (L.C.2000/-) 2500+2000

14 Angle / Plate, Tension test up to 16mm (L.C. 1500/-) 2,500+1,500

30 Compression / TensionTesting Machine (with one dial) 10,700 + ** 15 Angle / Plate, Tension test above 16mm & up to 30mm (L.C. 2000/-) 3,000+2,000

31 Protable Weighing Bridge 13,600 16 Angle / Plate, Tension test above 30mm(L.C. 2500/-) 3,000+2,500

Concrete Mix Designs

Survey Equipment

Miscellaneous Equipment / Devices

Outside Laboratory / In-situ Calibration

Bolt , Angle and Plate (Set of 3 Nos.)

Notes: [* Field visit fee ; Inside Dhaka = Tk. 10,000; Greater Dhaka = Tk. 16,000; Adjacnt Dhaka = Tk.21,000; Near Districts = Tk. 30,000; Remote Districts =



Rod (Set of 3 Nos.)

Cement (EN Standard)

Cement (ASTM / AASHTO Standard)

Name of Tests

Destructive and NDT Tests

Cement Testing Apparatus

Calibration

Cement Concrete

Name of Tests

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Sl. Test Rate

1 Timber Compression Test,for 1 sample (L.C 1000/-) 6200+1000 No. (Tk.)

2 Timber Flexure Test, for 1 sample (L.C 1500/-) 15000+1500

3 Moisture Content, for 1 sample (L.C 1000/-) 1500+300 1 Specific gravity (Sp. Gr.) 1,900

4 Hardness, for 1 sample (L.C 1000/-) 7300+1000 2 Unit weight (wet & dry) 1,800

5 Density 1500+300 3 Void ratio (Sp. Gr. & Unit Weight.) 3,000

4 Moisture content 900

5 Linear shrinkage 1,800

1 Size & shape 1,800 6 Skrinkage limit 1,500

2 Absorption (with flexural needs additional 5 Nos.) 2,500 7 Liquid limit and Plastic limit 3,000

3 Flexural / Modulus of Rupture 2,400 8 Grain size analysis by wash sieving 2,400

9 Hydrometer, wash sieving & sp. gr. 4,600

10 Organic matter content by Loss on ingnition 2,700

11 Sand equivalent test 4,000

1 Tension, for a set of 5 samples 2,900

2 Hardness, for 1 sample 1,800 12 Max. and Min. density of cohesionless soil 5,400

3 Flexural, for a set of 5 samples 3,400 13 Standard Proctor Compaction test 8,100

4 Compression, for 1 sample 3,400 14 Modified Proctor Compaction test 9,800

5 Compression stiffness, for 1 sample 4,700

6 Water Stopper - Tension, Dim., Elongation; L.C. 1000/- 4,500+1000 15 Permeability of cohesieve soil by 1-dimensional consolidation 12,500

7 Water Stopper - Sp. Gr. / Hardness 4,200 16 Permeability of cohesionless soil (falling head) 6,000

17 Permeability of cohesionless soil (constant head) 12,000

Per BoreholeWithin Dhaka City - depth up to 20 m 65,000 18 One dimensional consolidation Cc,Cr,Cv (Only e - log p-10,000) 16,000

Within Dhaka City - depth up to 25 m 80,000 19 One dimensional consolidation (Cc, Cr, Cv) and Permeability (e - log k) 20,000

Within Dhaka City - depth up to 30 m 100,000 20 Swelling Pressure 9,000

Outside Dhaka City:Consult wi th Teacher 21 Swelling Potential 6,000

22 Unconfined compression test 3,600

23 Laboratory California Bearing Ratio (CBR) of soils 17,000

24 Consolidated Drained test for sand 7,200

25 Consolidated Drained test for clay 9,500

26 Consolidated Drained compression 31,000

27 Con. undrained compression test with pore pressure 27,50028 Con. undrained compression test without pore pressure 24,000

29 Uncon. undrained compression test without pore press 12,000

30 Con. undrained extension test without pore pressure 24,000

31 Cyclic Triaxial Test 275,000

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

4,000 9 Trapezoidal Tear Strength 4,000

2 Burst Index 3,000 10 Unit Weight / Mass (3 specimens) 1,900

3 Index Puncture Resistance or CBR Puncture (10 specimens) 3,000 11 Vertical Permeability under 2 kN/m2 and 200 kN/m2 Pressure 7,700

4 Cone Penetration 3,000 12 Vertical Permeability under 2 kN/m2 Pressure 4,800

5 Grab Tensile strength & elongation (5 specimens x 2-dir) 4,000 13 Water Permeability by Permittivity 4,000

6 Horizontal Permeability Under 2kN/m2 Pressure 8400+400 14 Strip/Wide-Width Tensile strength & elong) (5 specimens x 2-dir) 4,800

7 Seam Strength (6 specimens) 4,000 15 Grab Test (Long. & X-dir. & Top & Bot. seam) of Geo Bag 13,500

8 Thickness (10 specimens) 1,200

1CFRP Strip/CFRP wraps -Tensile Strength,Modulus of elasticity,Elongation -

ASTM D303912,200+1,100 8

Rubber Bearing Pad - Short-term Compression Proof Load Test to 150% of design

load and visual inspection under load using video extensometer -AASHTO 2002,

17th Edition, Clause 18.7.2.5, 18.7.4.5.6

18,200+500

2 Epoxy Resin, Primers and Epoxy based Mortars - Compressive YieldStrength and Modulus @14days - ASTM D695:089700 9

Rubber Bearing Pad - Long-term Compression Proof Load Test to 150% of design

load and visual inspection under load using video extensometer-AASHTO 2002,

17th Edition, Clause 18.7.2.6, 18.7.4.5.7

24,300+600

3Epoxy Resin, Primers and Epoxy based Mortars - Tensile Strength &

Elongation at Break @14days - ASTM D638:0812,200+1,100 10 Durometer hardness test (Shore A)- ASTM D2240 / Dimension - 3,100

4Epoxy Resin, Primers and Epoxy based Mortars - Absorption / Viscosity-

ASTM D570:98 (05)3,900 11

Tensile strength and ultimate elongation - ASTM D412 { Peel strength

test/ Determining adhesion on rigid substrates - 4200+6500(L.C.)}6,100+2,000

5Epoxy Resin, Primers and Epoxy based Mortars - Bond Strength @14days -

ASTM C882/C882M:05e118,200 12

Determination of shear modulus - ASTM D4014 / Test for compression

set - ASTM D3956,600+700

6Rubber Bearing Pad - Checking the dimensional variations - ASTM D4014;

Clause 73,100+2,000 13

Heat persistence test to change in tensile strength and ultimate elongation

- ASTM D573 & ASTM D2240 / Ash content -4,800

7Rubber Bearing Pad - Bearing compression test for compression stiffness

and video extensometer for checking laminate deformations - ASTM D4014;

Clause 9

24,500+600 14Heat persistence test to change in tensile strength and ultimate elongation

- ASTM D573 & ASTM D4127,900+800

Physical & Index Properties

(Notes: Minimum 3 borings for a particular site;

Soil Boring (Including relevant tests and report)

30,000+ **

Filed CBR per Location with field density (in addition

Proctor/max-min density andsieve/Hydrometer tests areneeded

to be done - please consult wth respective Teacher), Min total

fees: within DhakaCityTk. 1,50,000/- Greater Dhaka1,75,000,

Adjacent Dhaka 2,00,000 Near Districts, Tk. 2,50,000/- and

Remote Districts Tk. 3,00,000/-

Guidelines : up to 3 katha - 3 Nos.; 3 - 5 katha - 5 Nos.; 6 - 10 katha - 8 Nos.)

Compaction and Density Tests

Permeability and Seepage Characteristics

Geotechnical Tests (Field)

Tiles (Set of 5 Nos.)

Rubber / Plastic / PVC Materials

Name of Soil TestsTimber Test

GEOTEXTILES / GEO BAGS (Set of 3 samples)

32

ELASTOMERIC BEARINGS / CFRP and GFRP wraps / Epoxy Resin, Primers and Epoxy based Mortars

Non-repetitivePlateLoadTest per Location, Min total fees: within

DhakaCity Tk. 1,75,000/- GreaterDhaka 2,00,000, AdjacentDhaka

2,25,000 Near Districts, Tk. 2,75,000/- and Remote Districts Tk.

3,25,000/-

Notes: [* Field visit fee ; Inside Dhaka = Tk. 10,000; Greater Dhaka = Tk. 16,000; Adjacnt Dhaka = Tk.21,000; Near Districts = Tk. 30,000; Remote Districts =Tk.40,000], Remote Areas = Tk.50,000 [** Field visit fee + Tk. 2,000 if Core Cutter/Scanner/Load Cell etc. are needed.] [* & ** Transport, local hospitalities,


Strength and Deformation Characteristics

Consolidation and Swelling Characteristics

Direct Shear Tests

Triaxial Shear Tests

33

Field density test per spot (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.

1,00,000/- Greater Dhaka Tk. 1,25,000/- Adjacent Dhaka Tk.1,50,000/- Near Districts 2,00,000/- and Remote Districts 2,50,000/-

6,000+**

Note: If field test is to be conducted i s a restricted/specialized area,

then the testing fee will be at least 1.5 times the speciified fees.

34 75,000+**

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

1 pH 200+200

1 pH 2 Colour (True or Apparent) 250+250

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

3 Turbidity 4 Turbidity 200+200

4 Total Hardness 5 Carbon-di-Oxide (CO2) / Acidity 150+150

5 Chloride (Cl) 6 P-Alkalinity/ M-Alkalinity/T-Alkalinity 200+200

6 Total Dissolved Solids (TDS) 7 Carbonate (CO3) or Bi-carbonate (HCO3) + pH 400+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 300+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) 2,000+400 16 Total Nitrogen (TN) 3,900+1,500

4 Water Soluble Cl / PO4 / SO4 (each) 1,900+700 17 Total Kjeldahl Nitrogen (TKN) / Organic Nitrogen 11,000+3,000

18 Chlorine Content - Total Cl2 350+250

19 Chlorine Content - Free Cl2 350+250

5 Total Extraction Charges (each sample) 1,300+500 20 Iodine Content 400+200

6 Toxic Characteristics Leaching Procedure (TCLP) 2,900+2,500 21 Bromine Content 400+200

Ca/Cd/Co/Cr/Cu/Fe/Mg/Mn/Ni/Pb/Zn - using FLAAS + (each) 1,000+500 22 Break Point Chlorination 6,400+1,200

Aluminum (Al) - using GFAAS 3,300+500 23 Total Solids (TS) 800+100

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+1000

8 Mixed Liquor Suspended Solids (MLSS) 3,400+600 28 Electrical Conductivity (EC) 250+250

9 Mixed Liquor Volatile Solids (MLVSS) 3,400+600 29 Total Phosphorous (TP) 2,700+500

10 Pb or Cd release from Tableware (each) 1,200+400 30 Orthophosphate (PO4) 600+200

31 Hydrogen Sulphide (H2S) / Odour 600+200

32 Sulphate (SO4) 400+200

33 Organic Matter *** 1,800+3001 CO 34 Biochemical oxygen Demand (BOD) - 5 day 1,450+350

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

3 NOx 36 KMnO4 Value 1,200+600

4 SPM 37 Dissolved Oxygen (DO) 250+250

5 PM10 38 Boron (B) 1,500+1,200

6 PM2.5 10,000 39 Manganese (Mn): UV - VIS 1100+400

40 Aluminum (Al) - using GFAAS 3,300+500

41 Arsenic (As) - using GFAAS 1,000+500

42 Cyanide (Cn) 2,800+1000

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

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

1 Minimum Fee * 20,000 45 Silver (Ag) 3,500+500

46 Total Organic Carbon (TOC) 5,000+100047 Na or K (each) - using FLAAS 1,300+400

1 Sampling for Bacteriological Analysis ** 6,500 + ** 48 Ca/Cd/Cr/Cu/Fe/Mg/Mn/Ni/Pb/Zn - using FLAAS 1,000+500

2 Sampling for Physical and Chemical Analysis ** 6,500 + ** 49 Nickel (Ni) (for Drinking Water) 1,500+1,000

50 Total Iron (Fe) - Phenanthroline Method 650+150

51 Ferrous Iron (Fe2+) / Ferric Iron (Fe3+)(1500+600) 900+400

1 Tubewell Design (depth up to 600'), incl. 8 Nos. sand test ̂ ^ 13,100+12,800 52 Total Coliform(TC)/Thermotolerent Coliform (TTC) 700+500

2 Tubewell Design (depth above 600'), Incl. 11 Nos. sand test ̂ ^ 13,100+17,600 53 Fecal Coliform (FC) 700+500

^^ 54 E. Coli 2,800+1,000

55 Magnesium Density 2,800+1000

Invented Tubewell Design Extra **2,500/- 56 Sodium Absorption Ratio (SAR) 2,800+1000

57 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* Cost depends on the client's requirements

** Usual field visit fees apply in addition to above

*** Only for Solids / Sludge

Noise Monitoring **

Parameters (upon discussion )

8,500

8,500

Miscellaneous Water Quality ParametersTests on Water

Routine Drinking Water Parameters (Package)

6 , 2

0 0 + 2 3 0 0 =

8 5 0 0 ( D r i n k i n g + A s + T C / F C )

4 7 0 0 + 1 8 0 0 =

6 5 0 0

( D r i n k i n g + A s )

Environmental Quality of Soil, Sludge and Solids

Amb ient Air Qual ity Mon itori ng **

7

Name of Tests Name of Tests




Sample Collection Charges +++

For complete design, fees would be Tk. 15,000/-

Tubewell Design (Sample preparation charge TK. 1,000)

Metal Analysis Foll owing T. Extraction and / or TCLP

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

1 Tensile Strength (5 Nos. from each Sample) 4,200 1 Modulus of Rupture (6" X 12")

2 Tensile Modulus (5 Nos. from each Sample) 10,900 2 Nos. Parallel to Fibre Lay from Same Sheet

3 Flexural Strength (127 mm x 12.7 mm x 3.2mm; 5 Nos.) 4,200 2 Nos. Parpendicular to Fibre Lay from Same Sheet

4 Flexural Modulus (100 mm x 10 mm x 4mm; 5 Nos.) 10,900 2 Modulus of Elasticity (6" X 12")

5 Impact Strength (5 Nos. from each Sample) 4,200 2 Nos. Parallel to Fibre Lay from Same Sheet

6 Water Absorption (76.2 mm x 25.4 mm x 6mm; 3 Nos.) 2,800 2 Nos. Parpendicular to Fibre Lay from Same Sheet

3 Density (from MOR Test) 2,100

4 Size & Shape (5 Nos.) 2,800

5 Water Absorption (4" X 4"; 3 Nos. from Per Sheet) 2,300+600

6 Moisture Content (from MOR Test) 2,800

7 Water Tightness (24" X 20"; 3 Nos. One from each Sheet) 8,500+600

8 pH Value (from MOR Test) 1,100

9Heat & Rain Wall Structures (5' X 4'; 2 Nos.; One from

each Sheet)27,600

Test Supervision & Report (per pile):

1

2

3

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

1

2

3

4

5

6

78

9

10

11

12

Design of Solid Waste Disposal Systems

Environmental Impact Assessment (EIA) of Civil Engineering Projects

Environmental Site Assessment (e.g. for LPG plants, Power plants)

Design of Water and Wastewater Treatment Systems

2,100 + **Consultancy on Axial Pile Load Capacity

Min total fees: within Dhaka City Tk. 1,25,000/- Greater Dhaka 1,50,000,

Adjacent Dhaka 1,75,000 Near Districts, Tk. 2,00,000/- and Remote

Districts Tk. 2,25,000/-

Assessment of Safety for Old Structures

Certification on Structural Stability of Civil Structures

Design of Building, Bridges, Airport, Offshore Structures, Drainage Structures etc.

Structural Evaluation of Old Civil Structures without Drawings/Records

Quality Assurance (QA) of Civil Structures / Flat

Investigation of Civil Engineering Projects

Consultancy on Pile Integrity

Name of Tests

11,300+800

80,000 + *

Cost Estimation of Civil Structures

Various Consultancy Services Land Survey (Plannimetric/Topographic/Contour) by Total Station and GPS

Asset Evaluation of Civil Structures/Industries/Properties

Geometric and Structural Design of Pavements, Parking Lots etc.

Design of Water Supply System

Seismic Design of Foundation

Seismic Hazard Analysis

Traffic Studies (Volume, O-D, Speed, Delay, Parking etc.)

Microzonation Maps

Traffic Forecasting




Design of Runway Pavement Design of Road/Highways/Bridge/Culverts

Planning and Design of Flyover / Underpass / Interchange

Road Accident Investigation/Safety Measure/Road Safety Auditing

Training on Traffic Studies, Traffic Management, Transportation Planning, Traffic Safety

Development of Transportation Model

Planning and Design of Airport Terminal

Planning and Design of Inland Container Terminal/Depot (ICT / ICD)

Transportation Impact Assessment (TIA) of Civil Engineering Projects

Planning and Design of Soil Improvement Schemes

Solid, Hazardous and Industrial Waste Management and Pollution Control

Design and Analysis of Shallow and Deep Foundations

Training on Water Quality, Water Supply and Sanitation

Planning of Soil Investigation Programs

Design and Analysis of Embankments

Design and Analysis of Earth Retaining Structures

Strengthening of Existing Structures

Design Checking of various Concrete and Steel Structures

Per Pile (see conditions a,b,c)

(a) Min total fees: within Dhaka City - 75,000/- Greater Dhaka-

1,00000/-, Adjacent Dhaka 1,25,000/- Near Districts 1,50,000/- and

Remote Districts 1,75,000/-

(b) Integrity tests be done on all piles for a structure

(c) Pile load test be done on at least 1% of piles selected on the

basis of integrity results

Name of Tests

Design of Iron Removal Plants

Plumbing and Sewer Systems Design

Environmental Monitoring of Civil Engineering Projects

5,800+800

Non-Asbestos Fibre-Cement BoardGRP Board Sandwich Panel

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Strength an 0 0

21 Unconfinedcompressiontest 3,600

22 LaboratoryCaliforniaBearingRatio(CBR)ofsoils 17,000

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