BANGLADESH UNIVERSITY OF E T D 1000 DEPARTMENT OF C

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BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY, DHAKA -1000DEPARTMENT OF CIVIL ENGINEERINGCommitted to Quality Assurance for Better BangladeshBureau of Research,Testing & ConsultationAPPROVED RATES FOR TESTING OF MATERIALS AND SERVICESRates include VAT (15%), University Overhead (30%) & Laboratory Development and MaintenanceEffective from 15th January 2019Department of Civil Engineering reserves the right to change the rates at any time without any prior noticeContact person: Prof. Dr. Abu Siddque ; Room No 415; Mobile: 01819 557964PABX Nos.: 55167100, 55167228-57, Ext. 7226; Fax - 9665639; Web: www.buet.ac.bd/ceBRTC Office Time : Sat to Wed 9:00 am - 5:00 pm & Thu 9:00 am - 2:00 pmSl.No.Name of TestsTest Rate(Tk.)Sl.No.Bitumen (Sample Preparation Charge Tk. 3000 per Sample)Aggregates (Sample Preparation Charge Tk. 2000 per Sample)1 Sieve analysis (CA) / Gradation /FM (CA)6,8002 Sieve analysis (CA) / Gradation (Base/subbase)10,6003 Sieve analysis / Gradation / FM (CA) (Ballast)8,7004 Sieve analysis / Gradation / FM (CA) (Ballast)/Specified Sieve sizeTest Rate(Tk.)Name of Tests11,5001 Specific gravity (Sp.Gr.)/ Density5,2002 Penetration / Grading5,2003 Naphta Xylene Equivalent22,2004 Flash & Fire Points5,2005 Sieve analysis (FA) / FM3,8005 Solubility (300/- for Chem.)5,0006 % finer than # 200 sieve / Fine content/Silt content3,8006 Ductility (300/- for Chem.)5,0007 Aggregate Crushing Value(ACV) / Compressive Strength7,7007 Softening Point (R&B) (300/- for Chem.)5,0008 Aggregate Impact Value (AIV)5,7008 Thin Film Oven (TFO) / Loss-on-Heating (LOH)6,4009 Ten Percent Fine Value (TFV)11,50011 5009 Float Test5,2005 2005,20010 Angularity number including specific gravity (Sp.Gr.)9,60010 Foaming Test11 Elongation Index (EI) / Shape Test8,70011 Spot Test12 Flakiness Index (FI)8,00012 Viscosity (Dynamic)13 L.A. Abrasion of CA7,70013 Ash Content / Inorganic Matter14 L.A. Abrasion of Ballast8,00014 Any test on residue from LOH/TFOT (if TFOT/LOH included separately)9,60015 Unit weight of aggregate (CA)5,00015 Any test on residue from LOH/TFOT (if TFOT/LOH not included separately)16,10016 Unit weight of aggregate (FA)4,50017 Soundness with Na2SO4 (4000/- for chemical)19,20018 Soundness with Mg2SO4 (6000/- for chemical)19,20019 Absorption and Specific Gravity / Density6,80020 Clay lumps & friable particles5,70021 Moisture Content2,90022 Percentage of Uncrushed Particle (Fractured face)16,60024 Effect of organic impurities (1300/- for chem)19,2004,50025 Organic impurities/Salt content / Sulphate content / Salinity (Checmical 500)5500/1500027 Void Ratio / Porosity / Moh. Hardness7,70028 CBR of Base or Sub-base material9,600Any test on residue fromThin Film Oven test15,400Coating & Stripping test with/without Anti-Stripping Agent/Dose7,30017 Asphalt Concrete Mix Design (Marshall)81,50018 Particle Charge Test of Bitumen Emulsion6,100Asphalt or Bituminous Material / Pavement Core8,70023 Mica Content of Coarse Sand / CA by visual observation26 Bulking of sand165,20019,200(Sample Preparation Charge Tk.3000 per Sample)19 Bitumen content (4000/- for Chemical)15,40020 Water Content11,50021 Theoretical Maximum Specific Gravity7,70022 Density3,80059,80023 Marshall Stability and Flow Test6,80029 Standard Proctor test of aggregate (MDD)24,10024 In-situ core cutting (per sample)11500 Field Visit30 Modified Proctor or Vibrating Hammer39,50025 Job Mix Formula & Marshall Test26 TSR (Tensile Strength Ratio) TestBricks (Bricks needed for ASTM 5 Nos., BS 10 Nos.)1 Absorption (ASTM / BS Standard)131,00081,500R.C.C Pipes2,400 /4,6001 Pipes (dia up to 600mm)7,2002 Crushing strength(ASTM / BS Stand; 300/400/- capping mat.) 4,800 / 7,9002 Pipes (dia above 600mm and up to 900mm)7,9003 Size & shape (ASTM / BS Standard)3,100 / 3,1003 Pipes (dia above 900mm and up to 1200mm)10,2004 Unit Weight (ASTM / BS Standard); 200/300 for S.P.C.4,300 /5,7004 Pipes (dia above 1200mm and up to 1524mm)5 Efflorescence (needed 10 additional bricks)4 8004,8005 In-situIn situ pipe testing13,0008 700 *8,700Manhole Covers Hollow / Special Brick Block / Kerb (Set of 3 Nos.)1 Comp. strength of Hollow bricks, Paving / Concrete blocks etc.3,6001 Load & wt. test on manhole covers ( 18 inch or 450 mm Dia)7,9002 Load & wt. test on manhole covers ( 18 inch or 450 mm Dia)8,700Miscellaneous2 Compressive strength of Road Kerb Stone4,4001 Initial Rate of Absorption/Suction for Brick3 Absorption2,4002 Alkali-Silica Reactivity for Stone/Sand4 Unit weight4,3005 Comp. strength of Hollow bricks, Paving block incl. unit wt.6,1003,40016,500Note: Pipe specimens & manhole covers have to be taken away by theClient, immediately after the test is performed.Notes: [* Field visit fee; Inside Dhaka City Tk. 15,000; Outside Dhaka City (No overnight stay) Tk. 25,000; Near Districts Tk. 38,000 without overnight stayand Tk. 30,000 per day for overnight stay; Farthest Districts Tk. 50,000 without overnight stay and Tk. 40,000 per day for overnight stay, Remote Areas withovernight stay Tk. 45,000 per day ] [* & Transport, local hospitalities, accommodation (in case of overnight stay) etc. are to be provided by the Client]S.P.C. Sample Preparation ChargePage 1 of 6

Sl.No.Name of TestsTest Rate(Tk.)Sl.No.Cement Concrete1 Concrete cylinders (100x200mm), for a set of 3 Nos.2,20012 Concrete cylinders (150x300mm), for a set of 3 Nos.3,9003,4004,0007,1003,4008,40011,70023 Cubes ( 200mm) , for a set of 3 Nos.4 Cubes (200mm - 300mm), for a set of 3 Nos.5 Cubes ( 300mm), each core cutting & testing (300/- for fuel)6 Concrete Spun, for a set of 3 Nos.7 Concrete beam in flexure, for a set of 3 Nos.8 Concrete slab in flexure, for a set of 3 Nos.Concrete Mix Designs9 Concrete mix design without admixture (22,000 44,000) [up to 25 MPa]66,00010 Concrete mix design using admixture (24,000 48,000) [up to 25 MPa]72,00011 Concrete mix design without admixture (24,000 48,000) [ 25 MPa]72,00012 Concrete mix design using admixture (26,500 53,500) [ 25 MPa]80,000Destructive and NDT Tests34567Test RateName of Tests(Tk.)Cement (ASTM / AASHTO Standard)Compressive strength, 3, 7 & 28 days (1000/- OttowaSand) (S.P.C. 1,000/-)Setting timeFinenessSetting time (only)Normal Consistency (only)Density / Sp.Gr.Weight of cement bagCement (EN Standard)10,2004,3003,1004,8002,9004,3008001 Compressive Strength, 2 & 28 days (Ottowa Sand: 600/-)29,4002 Compressive Strength 2, 7 & 28 days (Ottowa Sand: 800/-)37,200A. Rod (Set of 3 Nos.)1 Tension test including wt. & elongation (up to 25mm)2,5002 Tension test incl. wt. & elongation (above 25mm & up to 32mm)3,7003Tension test inc. wt. & elongation (above 32 mm & up to 50 mm) (S.P.C. 4,500/-)9,00013 In-Situ core cutting & testing per sample (without scanning) (S.P.C. 200/-)6,400 *14 In-Situ core cutting & testing per sample (with quick scanning) (S.P.C. 400/-)13,300 *4 Tension test inc. wt. & elongation (above 50 mm) (S.P.C. 6,000/-)10,80015 In-Situ Hammer Test - per spot / location (min. 3 tests)6,700 *6,100 *12,000 *7,0002,7005 Bend test (up to 25mm)1,2001,3001,7001,9003,0002,00010,0002,500 3,5007,5008,5008,00014,40016 In-Situ Winsor Pin Test - per spot / location (min. for 3 tests)17 In-Situ Scanning (quick & Image) per spot / location (for 2 scans)18 In-Lab Block/Kerb core cutting & testing per sample (S.P.C. 300/-)19 In-Lab Supplied Core Testing (per core) (SPC 300/-)Calibration1 Pressure gauge / Dial Gauge2 Calibration of Hydraulic Jack (up tp 300 ton) with Pressure Gauge Calibration3 Calibration of Hydraulic Jack (up tp 1000 ton) with Pressure Gauge Calibration4 Deflection dial5 Proving ring ( 100 kN )6 Proving ring (100 kN to 500 kN )7 Proving ring ( 500 kN )8 Dynamometer9 Compression / TensionTesting Machine (with one dial)10 Calibration of Concrete Mix Batching Plant6 Bend test (above 25mm)7 Re-bend test (up to 25mm)8 Re-bend test (above 25mm)9 Deformation Measurement10 Elongation at 5D as per ISO 6935-2 per 003,17,00011 Stress-strain Curves (mod.of elasticity)( for Strand : 9,600/-)12 Shear Test for Rod (S.P.C. as per rod dia 1200/- -- 2,000/13 Shaft Rod 30 mm14 Shaft Rod 30 mm 50 mm (S.P.C. 3500/-)15 Shaft Rod 50 mm. (S.P.C. 4000/-)16 H.T. Wire, Tension test17 Strand / Cable Tension test18 Welded MS Bar Tension Test (as per MS Bar Rate x 2 times)19 Coupler up to 32mm, for a set of 1 No.20 Coupler above 32mm, for a set of 1 No.2,6003,200B. Bolt, Angle and Plate (Set of 3 Nos.)11121314151617Balance and WeightElectronic Balance up to 20kg / Platform Scale / BalanceCA measuring potable fara / Measuring cubSchmidt Hammer (Rebound)Weight 2kg / Load Cell (Weight Box 17800)Balance up to 300kgBalance above 300kg to 1000kgBalance above 1000kg21 Anchor Bolt/ Hooks Tension test (up to 25 mm) (S.P.C. 1000/-) (if required)9,7005,00012,7009,70014,40018,70028,80019 Blaine Apparatus /Jolting table / Vibrating Machine20 Vicat Apparatus21 Cement Autoclave Machine22 Cylinder/Cube Mould Calibration23 Curing Tank24 PH Meter / Stop watch9,70015,0007,6009,7002,9006,1002,400Survey Equipment25 Theodolite15,70012 10012,10043,10026 Level27 Total StationMiscellaneous Equipment / Devices28 Vernear Scale/ Micro meter29 Steel Scale30 Thermometer31 Sieve32 Tacheometer2,2002,2003,4003,70015,700Outside Laboratory / In-situ Calibration33 Compression / TensionTesting Machine (with one dial)34 Protable Weighing Bridge23 Bolt Tension Test (up to 25mm)24 Bolt Tension Test (above 25mm) (S.P.C. 1000/-)25 Anchor Bolt/Bolt/Hooks Shear Test (up to 25mm) (S.P.C. 1000/-)26 Anchor Bolt/Bolt/Hooks Shear Test (above 25mm) (S.P.C. 2,000/-)27 Angle/Plate/Sheet Pile/Joist Tension test (up to 16mm) (S.P.C. 1,500/-)28Angle/Plate/Sheet Pile/Joist Tension test (above 16mm up to 30mm) (S.P.C. 2,000/-)29 Angle/Plate/Sheet Pile/Joist Tension test (above 30mm) (S.P.C. 2,500/-)Cement Testing Apparatus18 Mixture Machine (Mortar cube & setting)22 Anchor Bolt/ Hooks Tension test (above 25 mm) (S.P.C. 1000/-) (if required)17,500 030 Sheet Pile/Joist wt. per meter & Thickness (S.P.C. 1,000/-)3,00031 Sheet Pile/Joist Section Modulus/Moment of Inertia (S.P.C. 2,000/-)17,7004,0004,00032 Hardness test (Rockwell) (S.P.C. 1,000/-)33 Impact test, for a set of 3 Nos. (S.P.C. 1,000/-)C. Rod (Miscellaneous)34 Scaffolding / Steel Props / Jog (for a set of 1 No.)35 Steel Sleeper (for a set of 1 No.) (S.P.C. 800/-)13,00036 Transverse Breaking Load of Rail (for a set of 1 No.)37 Fibre Glass Stainers / Pipes Tension test (for a set of 3 Nos.)24,10038 Fibre Glass Compression test (for a set of 1 No.)No )39 Spring test (for a set of 1 No.)40 Aluminium Column Compression test (S.P.C. 2,000/-)41 Dog Spike6,5004,8002 2002,2003,30010,5007,80042 Bond/Weld Test or Rod Lapping Test5,50043 MS Box Welding Compressive Strength (S.P.C. 3,000/-)44 Butt Welded Joint10,5007,20045 Prestressing 12 Wire Anchorage Test (46,000 69,000)1,15,00046 Prestressing 19 Wire Anchorage Test (50,000 77,000)127,000(for Retest of Prestressing Wire Anchorage, test fee will be one third)47 Test on Admixture (Mineral) for Cement/ConcreteConsult with teacherNotes: [* Field visit fee; Inside Dhaka City Tk. 15,000; Outside Dhaka City (No overnight stay) Tk. 25,000; Near Districts Tk. 38,000 without overnight stayand Tk. 30,000 per day for overnight stay; Farthest Districts Tk. 50,000 without overnight stay and Tk. 40,000 per day for overnight stay, Remote Areas withovernight stay Tk. 45,000 per day ] [* & Transport, local hospitalities, accommodation (in case of overnight stay) etc. are to be provided by the Client]S.P.C. Sample Preparation ChargePage 2 of 6

Timber Test1 Timber Compression Test,for 1 sample (S.P.C. 1,000/-)2 Timber Flexure Test, for 1 sample (S.P.C. 1,500/-)3 Moisture Content, for 1 sample (S.P.C. 1,000/-)4 Hardness, for 1 sample (S.P.C. 1,000/-)5 Density (S.P.C. 300/-)8,80019,7002,9009,9002,200Tiles (Set of 5 Nos.)1 Size & shape2 Absorption (with flexural needs additional 5 Nos.)3 Flexural / Modulus of Rupture2,2003,1002,900Rubber / Plastic / PVC MaterialsTension, for a set of 5 samplesHardness, for 1 sampleFlexural, for a set of 5 samplesCompression, for 1 sampleCompression stiffness, for 1 sampleWater Stopper - Tension, Dim., Elongation (S.P.C. 1000/-)Water Stopper - Sp. Gr. / Sl.No.1234567891011Name of Soil TestsPhysical and Index PropertiesSpecific gravity (Sp. Gr.)Unit weight (wet & dry)Void ratio (Sp. Gr. & Unit Weight.)Moisture contentLinear shrinkageSkrinkage limitLiquid limit and Plastic limitLiquid limit and Plastic limit of BentoniteGrain size analysis by wash sieving/ % finer than # 200 sieveHydrometer and wash sieving (including specific gravity)Organic matter content by Loss on Ignition Test12 Sand equivalent testCompaction and Density Tests13 Maximum and Minimum density of cohesionless soil14 Standard Proctor Compaction test15 Modified Proctor Compaction testTest ,8007,0004,5004,8009,00015,00020,000Permeability and Seepage Characteristics16 Permeability of cohesive soil by 1-dimensional consolidation17 Permeability of cohesionless soil including Sp.Gr. (Falling Head Method)24,0009,500Soil Boring (Including relevant tests and Geotechnical Investigation Report)Consolidation and Swelling CharacteristicsPer BoreholeWithin Dhaka City - depth up to 20 mWithin Dhaka City - depth up to 25 mWithin Dhaka City - depth up to 30 mOutside Dhaka City: Consult with Teacher80,000100,000135,00018 One dimensional consolidation Cc,Cs,Cv (Only e - log p Tk. 17,000)19 One dimensional consolidation (Cc, Cs, Cv) and Permeability (e - log k)20 Swelling Pressure21 Swelling onCharacteristicsStth anddDfti Cht i ti(Notes: Minimum 3 borings for a particular site;Guidelines : up to 3 katha - 3 Nos.; 3 - 5 katha - 5 Nos.; 6 - 10 katha - 8 Nos.)22 Unconfined compression test (including Sp. Gr.)23 Laboratory California Bearing Ratio (CBR) of soils10,00030,000Direct Shear TestsField density test per spot (In addition Proctor/max-mindensity and sieve/Hydrometer tests are needed to bedone - please consult wth respective Teacher), Minimum33total fees: within Dhaka City Tk. 1,00,000/- ; OutsideDhaka City Tk. 1,40,000/-; Near Districts 2,00,000/- andFarthest Districts 2,50,000/-24 Consolidated Drained test for sand (including Sp.Gr.)25 Consolidated Drained test for clay (including Sp.Gr.)16,00017,000Triaxial Shear Tests8,000 *26 Consolidated Drained compression (including Sp.Gr.)27 Con. undrained compression test with pore pressure (including Sp.Gr.)28 Con. undrained compression test without pore pressure (including Sp. Gr.)29 Uncon. undrained compression test without pore press (including Sp. Gr.)30 Con. undrained extension test without pore pressure (including Sp. Gr.)Non-repetitive Plate Load Test per Location, Minimum totalfees: within Dhaka City Tk. 1,75,000/-; Outside Dhaka City3497,000 *2,15,000 ; Near Districts, Tk. 2,75,000/- and FarthestDistricts Tk. 3,25,000/Note: If field test is to be conducted in a restricted/specialized area, thenthe testing fee will be at least 1.5 times the speciified fees.31 Cyclic Triaxial Test (including Sp. cal Tests (Field)Filed CBR per Location with field density (in additionProctor/max-min density and sieve/Hydrometer tests are needed32to be done - please consult wth respective Teacher), Minimumtotal fees: within Dhaka City Tk. 1,50,000/-; Outside Dhaka City40,000 *1,85,000; Near Districts Tk. 2,50,000/- and Farthest Districts Tk.3,00,000/-1 Thickness (10 specimens)2 Unit Weight / Mass per Unit Area (3 specimens)Apparent/Effective Opening Size (AOS/EOS)/Pore Size3(3 specimens)GEOTEXTILES / GEOBAGS (Set of 3 samples)9 Vertical Permeability under 2 kN/m2 and 200 kN/m2 Pressure1,40010 Vertical Permeability under 2 kN/m2 Pressure2,3004,80011 Water Permeability by Permittivity/Velocity Index12 Vertical Permeability under head loss of 50 mm6 Trapezoidal Tear Strength5,8004,8004,8007 Seam Strength (6 specimens)4,80015 Cone Penetration8 Burst Strength3,6004 Strip/Wide-Width Tensile strength & elong) (5 specimens x 2-dir)5 Grab Tensile Strength & Elongation (5 specimens x 2-dir)ELASTOMERIC BEARING PAD12(a)Rubber Bearing Pad - Checking the dimensional variations - ASTMD4014; Clause 713 Horizontal Permeability Under 2kN/m2 Pressure (S.P.C. 500/-)14 Index Puncture Resistance or CBR Puncture (10 Y COATED REBAR5,500Rubber Bearing Pad - Bearing compression test for compressionstiffness - ASTM D4014; Clause 91 Holiday Test (3 specimens, each 4m length)1,5002 Thickness Measurement Test (3 specimens, each 4m length)2,0003 Bend (Flexibility Test) (3 specimens, each 4m length)1,5004 Impact Test (3 specimens each 300mm length)1,000Rubber Bearing Pad - Short-term Compression Proof Load Test to 150%2(b) of design load and visual inspection under load using video109,250extensometer -AASHTO 2002, 17th Edition, Clause 18.7.2.5, 18.7.4.5.6Rubber Bearing Pad - Long-term Compression Proof Load Test to 150%2(c) of design load and visual inspection under load using videoextensometer-AASHTO 2002, 17th Edition, Clause 18.7.2.6, 18.7.4.5.73 Durometer hardness test (Shore A)- ASTM D22403,7004 Heat Resistance5,000Notes: [* Field visit fee; Inside Dhaka City Tk. 15,000; Outside Dhaka City (No overnight stay) Tk. 25,000; Near Districts Tk. 38,000 without overnight stayand Tk. 30,000 per day for overnight stay; Farthest Districts Tk. 50,000 without overnight stay and Tk. 40,000 per day for overnight stay, Remote Areas withovernight stay Tk. 45,000 per day ] [* & Transport, local hospitalities, accommodation (in case of overnight stay) etc. are to be provided by the Client]S.P.C. Sample Preparation ChargePage 3 of 6

Sl.No.Name of TestsTest Rate(Tk.)Tests on WaterRoutine Drinking Water Parameters (Package)Name of Tests9,600 2,600 12,200 (Drinking As TC/FC)7,500 2,000 9,500 (Drinking As)4 Total Hardness5 Chloride (Cl)6 Total Dissolved Solids (TDS)Manganese (Mn)Arsenic (As)Total Iron (Fe)Total Coliform(TC)/Thermotolerent Coliform (TTC)Fecal Coliform (FC)Environmental Quality of Soil, Sludge and Solids1234pH (Chemical 200/-)Colour (True or Apparent) (Chemical 200/-)Colour Scanning at Specific Wavelength/UV-VISRange (Chemical 200/-)Turbidity (Chemical 200/-)5 Carbon-di-Oxide (CO2) / Acidity (Chemical 150/-)600700Total Hardness (Chemical 300/-)Ca - Hardness (Chemical 800/-)Mg - Hardness (Chemical 800/-)Chloride (Cl) (Chemical 250/-)Fluoride (F) (Chemical 100/-)13 Ammonia-Nitrogen (NH3 - N) (Chemical 400/-)8910111214 Nitrate - Nitrogen (NO3 - N) (Chemical 250/-)2 Electrical Conductivity (Chemical 300/-)3 Organic Matter Content by Loss on Ignition Test1,50015 Nitrite - Nitrogen (NO2 - N) (Chemical 250/-)4,5004 Water Soluble Cl / Salinity/ PO4 / SO4 (each) (Chemical 400/-)4,50016 Total Nitrogen (TN) (Chemical 1500/-)17 Total Kjeldahl Nitrogen (TKN) / Organic Nitrogen (Chemical 3,000/-)5 Total Extraction Charges (each sample) (Chemical 500/-)Extractant Analysis Charge2,5002,5002,5006 Pb/Zn - using FLAAS (each) (Chemical 600/-)Arsenic (As) - using GFAAS (Chemical 600/-)6MMercury(Hg)(H ) - ColdC ld VaporVMethodM th d (Chemical(Ch i l 1200/-)1200/ )Selenium (Se) - using GFAAS / Ba (Chemical 800/-)Na / K - using FLAAS (each) (Chemical 500/-)7 Toxic Characteristics Leaching Procedure (TCLP) Charge (Chemical 1500/-)Extractant Analysis g/Mn/Ni/Pb/Zn - using FLAAS (each) (Chemical 600/-)Arsenic (As) - using GFAAS (Chemical 600/-)Mercury (Hg) - Cold Vapor Method (Chemical 1200/-)Selenium (Se) - using GFAAS / Ba (Chemical 800/-)Na / K - using FLAAS (each) (Chemical 500/-)Ambient Air Quality Monitoring *Parameters1 SPM (Chemical 1500/-)2 PM103 PM2.5 (Chemical 2500/-)16,00020,000Noise Monitoring

Sl. Test Rate Sl. Test Rate No. (Tk.) No. (Tk.) 1 Concrete cylinders (100x200mm), for a set of 3 Nos. 2,200 1 Compressive strength, 3, 7 & 28 days (1000/- Ottowa Sand) (S.P.C. 1,000/-) 10,200 2 Concrete cylinders (150x300mm), for a set of 3 Nos. 3,900 2 Setting time 4,300 3 Cubes ( 200mm) , for a set of 3 Nos. 3,400 3 Fineness 3,100 4 Cubes (200mm

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