BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY, DHAKA -1000 DEPARTMENT OF CIVIL ENGINEERING Committed to Quality Assurance for Better Bangladesh
A PPROVED R ATES FOR TESTING OF M ATERIAL S AND SERVICES Rates inclu de VAT (15%), (15%), University Overhead (30%) (30%) & Laborato ry Developm ent (2%) Effective from 1st July 2014 Department of Civil Engineering reserves the right to change the rates at any time without any prior notice
Contact person : Prof . Dr. Abu Siddqu e ; Room No 408; 408; Mobil e: 01819 01819 557964 557964 PABX PABX Nos.: 966 5650-56, 861 6833-38, 861 4640-44, 4640-44, 861 8344-49, Ext. 7226; 7226; Fax - 9665639; Web: www.buet.ac.bd/ce
Sl . No .
Name of Tests
Tes t Rat e (Tk .)
Sl . No .
Tes t Rat e (Tk .)
Name of Tests Bitumen (Sample preparation charge Tk.1000)
Agg regat es (Samp le pr eparati on char ge Tk.1000) 1 Sieve analysis analysis (CA) (CA) / Gradation Gradation (Base/subbase (Base/subbase 5500) 5500)
3,500
1 Specific Specific gravity gravity / Sp. Sp. Gr. Gr. / Density Density
2 Sieve Sieve analysis analysis (Ballast)/Spe (Ballast)/Specified cified Sieve size 60 6000 00
4,500
2 Pene Penetratio tration n / Gradin Grading g
3 Sieve Sieve ana analysis lysis (FA) (FA) / FM
2,000
3 Naph Naphta ta Xylene Xylene Equiva Equivalem lemtt
4 Material aterial fine fi nerr than # 200 200 sieve / Fine conten contentt
3,500
4 Flash Flash & Fire Fire poin points ts
5 Aggregate Aggregate crushing crushing value(ACV value(ACV)) / Compressive Compressive Strength Strength
4,000
5 Solubility Solubility (300 (300//- for Chem Chem.) .)
2,600+300
6 Aggre Aggregate gate Impact pact value (AIV) (AIV)
3,000
6 Ductility uctility (100/(100/- for Che Chem m.)
2,600+300
7 Ten Ten percen percentt fine value value (TFV) (TFV)
6,000
7 Softening point (R&B) (R&B) (100/- for Chem Chem.) .)
2,600+300
8 Angula Angularity rity numbe numberr (Including (Including sp. sp. gr.)
5,000
8 Thin Thin Film Oven Oven / Loss-o Loss-on-h n-hea eating ting
3,400
9 Elonga Elongation tion Index Index (EI) / Shape Shape Test Test
4,500
9 Floa loat test test
2,700
10 Flakines Flakiness s Index Index (FI)
4,200
10 Foam Foaming ing Test Test
2,700
2,700 2,700 11,500 2,700
11 L.A. Abrasion Abrasion of CA (1000/(1000/- for L.C., if i f needed) needed)
4,000+1,000
11 Spot Spot Tes Testt
2,700
12 L.A. Abrasion Abrasion of Ballast (1000/(1000/- for L.C.)
4,200+1,000
12 Viscocity, Viscocity, Saybolt Saybolt Furol Furol (S.F.)
5,000 6,500
13 Unit Unit weight of aggregate aggregate (CA) (CA)
2,600
13 Viscocity Viscocity (Kinem (Kinematic)
14 Unit Unit weight of aggrega aggregate te (FA)
2,400
14 Viscocity (Absolute (Absolute / Dynam Dynamic)
10,000
15 Soundn Soundness ess with Na2SO4 Na2SO4 (4000/(4000/- for f or chem.) chem.)
10,000+4,000
15 Ash Content Content / Inorganic Inorganic Matter Matter
5,000
16 Soundn Soundness ess with Mg2SO4 Mg2SO4 (6000/(6000/- for f or chem.) chem.)
10,000+6,000
16 Any test on residue residue from Loss-on Loss-on-heating -heating test/TFOT test/TFOT
5,000
17 Absorption Absorption and Specifi Specific c Gravity Gravity / Density (for Ballast)
3,500
17 Any test on residue residue fromThin fromThin Film Oven Oven test
5,000
18 Clay Clay lump lump & friable particles particles
3,000
18 Coating & Stripping test with/without Anti-Stripping Agent/Dose
3,800
19 Moisture Conte Content nt
1,500
19 Ashaplt Ashaplt Concrete Concrete Mix Design Design (Marshall) (Marshall)
20 Percentage Percentage of Uncrushe Uncrushed d Particle (Fractured face) 21 Mica Content of Fine Sand using Microscope (Coarse Sand by visual observation: Tk. 8500 )
4,500
20 Particle Charge Charge Test Test of Bitum Bitumen en Emulsion Pavement
22 Effect of organic organic impurities (1300/(1300/- for chem) chem)
13,500 10,000+1,300
23 Organic Organic impuriti impurities/Salt es/Salt content content / Sulphate Sulphate content content / Salinity
2,100
24 Foreign material material content / Deleterious substance substance
10,900
25 Bulking Bulking of of sand sand 26 Void Ratio / Porosity / Moh. Hardne Hardness ss
5,000 4,000+500
27 Co-effici Co-efficient ent of of Sand Sand (d10) (d10) 28 CBR CBR of Base or or Sub-base Sub-base material material (1500/(1500/- for for L.C.)
3,100 30,500+1,500
29 Standard Standard Proctor test of aggregate aggregate (MDD) 30 Modified Modified Proctor or Vibrating Hamme Hammer r
42,000 3,200
21 Bitumen Bitumen content content (4000/(4000/- for Chemical)
8,000+4,000
22 Water Conte Content nt
6,000
23 Theoritica Theoriticall Max. Max. Sp. Gr.
4,000
24 Density ensity
2,000
25 Marshall Marshall Stabili Stability ty and Flow Test
3,500
26 Distillation
8,000
27 In In-Situ per core cutting
6,000 + **
12,000
28 Jo Job Mix Formula & Marshall Test
80,000
20,000
29 TSR(Tensile (Tensile strength ratio) T Test est
44,000
Brick s (Bricks needed for ASTM = 5 Nos., Nos., BS = 10 Nos.)
R.C.C Pipes
2,000 /3,800 1 Absorption Absorption (ASTM (ASTM / BS Standard) Standard) 2 Crushing strength(ASTM / BS Stand; 300/400/- capping mat.) 4,000 / 6,500
1 Pipes Pipes (dia up to 600m 600mm)
5,900
2 Pipes (dia above above 600mm and and up to 900mm)
6,500
3 Size & shape shape (AST (ASTM / BS Standard) Standard)
2,500 / 2,500
3 Pipes (dia above above 900mm and and up to 1200mm 1200mm)
8,400
4 Unit Unit Weight Weight (ASTM (ASTM / BS BS Standard Standard); ); 200/300 200/300 for L.C. L.C.
3,500 /4,700
4 Pipes (dia above above 1200mm 1200mmand up to 1524m 1524mm)
5 Unit Unit Wt. & Absorption (AS (ASTM TM / BS Stand); Stand); 200/300 for L.C. L.C.
5,000 /7,500
5 In-s In-situ itu pipe pipe tes testin ting g
6 Efflorescence (needed (needed 10 additional bricks) bricks)
4,000
Hollow / Special Brick Block / Kerb (Set of 3 Nos.)
10,700 7,200 + *
Mahole Covers + 1 Load & wt. test on manhole covers (<18 inch or 450 mm Dia)
5,900 6,500 2,800
8 Comp. strength of Hollow bricks, Paving / Concrete blocks etc.
3,000
2 Load & wt. test on manhole covers (>18 inch or 450 mm Dia) Miscellaneous
9 Comp Compressive ressive strength of of Road Road Kerb Kerb Stone
3,600
1 Initail Rate Rate of Absorp Absorption/Su tion/Suction ction for for Brick
10 Abso Absorptio rption n
2,000
2 Alkali-Silica Alkali-Silica Reac Reactivity tivity for Stone Stone/San /Sand d
11 Unit Unit weigh weightt
3,500
12 Comp Comp.. strength of of Hollow Hollow bricks, Paving Paving block incl. unit wt. wt.
5,000
13,600
Note: + Pipe specimens specimens & manhole covers have to be taken away away by the Client, immediately after the test is performed.
Tk.21,000; Near Districts = Tk. 30,000; Remote Districts = Notes: [* Field visit fee; Inside Dhaka = Tk. 10,000; Greater Dhaka = Tk. 16,000; Adjacnt Dhaka = Tk.21,000; Tk.40,000], Remote Areas = Tk.50,000 [** Field visit fee + Tk. 2,000 if Core Cutter/Scanner/Load Cutter/Scanner/Load Cell etc. are needed.] [* & ** Transport, local hospitalities, hospitalities, accommodation (in case of overnight stay) etc. are to be provided by the Client]
Page 1 of 5
Sl.
Name of Tests
No.
Test Rate
Sl.
(Tk.)
No.
Test Rate
Name of Tests
Cement Concrete
(Tk.)
Cement (ASTM / AASHTO Standard)
1 Concrete cylinders (100x200mm), for a set of 3 Nos.
1,800
1 Compressive strength, 3, 7 & 28 days (600/- Ottowa Sand)
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
8 Concrete slab in flexure, for a set of 3 Nos. Concrete Mix Designs
9,600
9 Con. cylinders casting & testing, for a set of 6 Nos.
18,000
10 Concrete mix design without admixture (18000+37000)
55,000
11 Concrete mix design using admixture (20000+40000)
60,000
Destructive and NDT Tests
7,500+600
600
Cement (EN Standard) 1 Compressive Strength, 2 & 28 days
23,800+400
2 Compressive Strength 2, 7 & 28 days
30,000+500
Rod (Miscellaneous) 1 Hooks/Anchor Bolts Tension test ; for a set of 3 Nos.(L.C. 900/-) 2 H.T. Wire, Tension test; for a set of 3 Nos.
3400+900 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/-)
16 In-Situ Scanning (quick & Image) per spot / location (for 2 scans)
7 Impact test, for a set of 3 Nos. (L.C. 1000/-)
9,600 + 300+**
1,600+500
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.) Calibration
2,000+300
9 Bond / Weld Test or Rop lapping test
4,200
1 Pressure gauge / Dial Gauge 2 Hydraulic Jack with pressure gauge (Regular) 3 Hydraulic Jack with pressure gauge (Large) + 800 kg 4 Deflection dial
10 Sheet Pile, Wt. per m, Dim.; (L.C. 1000/-) 4,400
6,500+1,000
11 Sheet Pile, Section Modulus / Moment of Inertia.; (.L.C.. 2000/-)
20,600
12 Aluminium Column, Compression test
27,300
13 MS Box Welding, Compressive Strength; (L.C 3000/-)
13,000+2,000 7,000+1,000 5,600+3,000
3,100
14 Scaffolding / Steel Props / Jog
5 Proving ring (< 100 kN ) 6 Proving ring (100 kN to 500 kN )
4,700
15 Dog Spike
5,400
16 Steel Sleeper; (L.C. 800/-)
7 Proving ring (> 500 kN ) 8 Dynamometer
6,500
17 Coupler up to 25mm, for a set of 1 No.
1,800
8,800
18 Coupler above 25mm & up to 32mm, for a set of 1 No.
2,200
19 Coupler above 32mm, for a set of 1 No.
2,500
20 MS Bar above 32 mm
4,700
21 MS Bar above 50 mm (L.C. 6,000/-)
5,900 1,600
9 Compression / TensionTesting Machine (with one dial) 10 Calibration of Concrete Mix Batching Plant
10,700 261,400
Balance and Weight
10,700 6,400 4,700+800
11 Electronic Balance up to 20kg / PlatformScale / Balance
8,000
22 Elongation at 5D as per ISO 6935 Per Set
12 CA measuring potable fara / Measuring cub 13 Schmidt Hammer (Rebound)
4,100
23 Shaft Rod < 40 mm. (L.C 3000/-)
2500+3000
10,400
24 Shaft Rod 40 mm. (L.C 3500/-)
3000+3500
8,000
25 Shaft Rod 50 mm. (L.C 4000/-)
3500+4000
14 Weight < 2kg / Load Cell (Weight Box 17800) 15 Balance up to 300kg
11,900
26 Bult Welded Joint
16 Balance above 300kg to 1000kg
15,400
27 Tranverse Breaking Load of Rail
23,800
28 Shear Test for Rod
17 Balance above 1000kg Cement Testing Apparatus 18 Mixture Machine (Mortar cube & setting) 19 Blaine Apparatus /Jolting table / Vibrating Machine
8,000 8,000
20 Vicat Apparatus
6,300
21 Cement Autoclave Machine
8,000
22 Cylinder Mould Calibration 2,400 23 Curing Tank 5,000 24 PH Meter / Stop watch 2000 Survey Equipment 22 Theodolite 13,000 23 Level 10,000 24 Total Station 35,600 Miscellaneous Equipment / Devices 25 Vernear Scale/ Micro meter 1,800 26 Steel Scale 1,800 27 Thermometer 2,800 28 Sieve 3,100 29 Tacheometer 13,000 Outside Laboratory / In-situ Calibration 30 Compression / TensionTesting Machine (with one dial) 10,700 + ** 31 Protable Weighing Bridge 13,600
5,900 19,900 2,300+1,200
29 Prestressing 19 wire Anchorage Test; (42,000+63,000)
105,000
30 Prestressing 12 wire Anchorage Test; (38,000+57,000)
95,000
31 Test on Admixture (Mineral) for Cement/Concrete
Consult with teacher
Rod (Set of 3 Nos.) 1 Tension test including wt. & elongation (up to 25mm)
2,100
2 3 4 5 6 7 8
3,100 1,000 1,100 1,400 1,500 7,200 2,700
Tension test incl. wt. & elongation (above 25mm & up to 32mm)
Bend test (up to 25mm) Bend test (above 25mm) Rebend test (up to 25mm) Rebend test (above 25mm) Stress-strain curves (Mod.of Elasticity)(Strand-7900) Deformation Measurement Bolt , Angle and Plate (Set of 3 Nos.)
9 Bolt, Tension test up to 30mm 10 Bolt, Tension test above 30mm (L.C. 800/-) 11 Bolt, Shear test up to 20mm 12 Bolt, Shear test up to 20mm (L.C. 800/-) 13 Bolt, Shear test above 25mm (L.C.2000/-) 14 Angle / Plate, Tension test up to 16mm (L.C. 1500/-) 15 Angle / Plate, Tension test above 16mm & up to 30mm (L.C. 2000/-) 16 Angle / Plate, Tension test above 30mm(L.C. 2500/-)
2,500 3,800+800 2,000 2,100+800 2500+2000 2,500+1,500 3,000+2,000 3,000+2,500
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]
Page 2 of 5
Timber Test 1 2 3 4 5
Sl.
Timber Compression Test,for 1 sample (L.C 1000/-) Timber Flexure Test, for 1 sample (L.C 1500/-) Moisture Content, for 1 sample (L.C 1000/-) Hardness, for 1 sample (L.C 1000/-) Density
6200+1000 15000+1500
1500+300 7300+1000 1500+300
Tiles (Set of 5 Nos.) 1 Size & shape 2 Absorption (with flexural needs additional 5 Nos.) 3 Flexural / Modulus of Rupture
1 2 3 4 5 6 7
1,800 2,500 2,400
Rubber / Plastic / PVC Materials Tension, for a set of 5 samples 2,900 Hardness, for 1 sample 1,800 Flexural, for a set of 5 samples 3,400 Compression, for 1 sample 3,400 Compression stiffness, for 1 sample 4,700 Water Stopper - Tension, Dim., Elongation; L.C. 1000/4,500+1000 Water Stopper - Sp. Gr. / Hardness 4,200 Soil Boring (Including relevant tests and report) Per Borehole Within Dhaka City - depth up to 20 m 65,000 Within Dhaka City - depth up to 25 m 80,000 Within Dhaka City - depth up to 30 m 100,000 Outside Dhaka City: Consult wi th Teacher
(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.)
Field density test per spot (In addition Proctor/max-min density and sieve/Hydrometer tests are needed to be done - please consult wth 33 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+**
Non-repetitive Plate Load Test per Location, Min total fees: within 34
DhakaCity Tk. 1,75,000/- Greater Dhaka 2,00,000, Adjacent Dhaka 2,25,000 Near Districts, Tk. 2,75,000/- and Remote Districts Tk.
No.
Test Rate
Name of Soil Tests
(Tk.)
Physical & Index Properties Specific gravity (Sp. Gr.) Unit weight (wet & dry) Void ratio (Sp. Gr. & Unit Weight.) Moisture content Linear shrinkage Skrinkage limit Liquid limit and Plastic limit Grain size analysis by wash sieving Hydrometer, wash sieving & sp. gr. Organic matter content by Loss on ingnition Sand equivalent test Compaction and Density Tests 12 Max. and Min. density of cohesionless soil 13 Standard Proctor Compaction test 14 Modified Proctor Compaction test Permeability and Seepage Characteristics
1 2 3 4 5 6 7 8 9 10 11
15 Permeability of cohesieve soil by 1-dimensional consolidation
16 Permeability of cohesionless soil (falling head) 17 Permeability of cohesionless soil (constant head) Consolidation and Swelling Characteristics 18 One dimensional consolidation Cc,Cr,Cv (Only e - log p-10,000) 19 One dimensional consolidation (Cc, Cr, Cv) and Permeability (e - log k) 20 Swelling Pressure 21 Swelling Potential Strength and Deformation Characteristics 22 Unconfined compression test 23 Laboratory California Bearing Ratio (CBR) of soils Direct Shear Tests 24 Consolidated Drained test for sand 25 Consolidated Drained test for clay Triaxial Shear Tests 26 Consolidated Drained compression 27 Con. undrained compression test with pore pressure 28 Con. undrained compression test without pore pressure 29 Uncon. undrained compression test without pore press 30 Con. undrained extension test without pore pressure 31 Cyclic Triaxial Test
1,900 1,800 3,000 900 1,800 1,500 3,000 2,400 4,600 2,700 4,000 5,400 8,100 9,800 12,500 6,000 12,000 16,000 20,000 9,000 6,000 3,600 17,000 7,200 9,500 31,000 27,500 24,000 12,000 24,000 275,000
Geotechnical Tests (Field)
75,000+**
Filed CBR per Location with field density (in addition
3,25,000/-
Proctor/max-min density andsieve/Hydrometer tests are needed
32 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.
to be done - please consult wth respective Teacher), Min total fees: within DhakaCity Tk. 1,50,000/- Greater Dhaka1,75,000,
30,000+ **
Adjacent Dhaka 2,00,000 Near Districts, Tk. 2,50,000/- and Remote Districts Tk. 3,00,000/-
GEOTEXTILES / GEO BAGS (Set of 3 samples) 1 2 3 4 5 6
Apparent/Effective Opening Size (AOS/EOS)/Pore Size (3 specimens)
Burst Index Index Puncture Resistance or CBR Puncture (10 specimens)
Cone Penetration Grab Tensile strength & elongation (5 specimens x 2-dir) Horizontal Permeability Under 2kN/m2 Pressure
4,000 3,000 3,000 3,000 4,000 8400+400
7 Seam Strength (6 specimens)
4,000
8 Thickness (10 specimens)
1,200
9 Trapezoidal Tear Strength
4,000
10 Unit Weight / Mass (3 specimens) 11 Vertical Permeability under 2 kN/m2 and 200 kN/m2 Pressure 12 Vertical Permeability under 2 kN/m2 Pressure 13 Water Permeability by Permittivity 14 Strip/Wide-Width Tensile strength & elong) (5 specimens x 2-dir)
1,900 7,700 4,800 4,000 4,800
15 Grab Test (Long. & X-dir. & Top & Bot. seam) of Geo Bag
13,500
ELASTOMERIC BEARINGS / CFRP and GFRP wraps / Epoxy Resin, Primers and Epoxy based Mortars CFRP Strip/CFRP wraps -Tensile Strength,Modulus of elasticity,Elongation -
1 ASTM D3039
Epoxy Resin, Primers and Epoxy based Mortars - Compressive Yield
2 Strength and Modulus @14days - ASTM D695:08
Epoxy Resin, Primers and Epoxy based Mortars - Tensile Strength &
3 Elongation at Break @ 14days - ASTM D638:08
Epoxy Resin, Primers and Epoxy based Mortars - Absorption / Viscosity-
4 ASTM D570:98 (05)
Epoxy Resin, Primers and Epoxy based Mortars - Bond Strength @14days -
5 ASTM C882/C882M:05e1
Rubber Bearing Pad - Checking the dimensional variations - ASTM D4014;
6 Clause 7
12,200+1,100
Rubber Bearing Pad - Short-term Compression Proof Load Test to 150% of design 8 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
9700
Rubber Bearing Pad - Long-term Compression Proof Load Test to 150% of design 9 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
12,200+1,100
10 Durometer hardness test (Shore A)- ASTM D2240 / Dimension -
3,900
11
Tensile strength and ultimate elongation - ASTM D412 { Peel strength test/ Determining adhesion on rigid substrates - 4200+6500(L.C.)}
18,200
12
Determination of shear modulus - ASTMD4014 / Test for compression set - ASTM D395
6,600+700
3,100+2,000
13
Heat persistence test to change in tensile strength and ultimate elongation - ASTM D573 & ASTM D2240 / Ash content -
4,800
24,500+600
14
Heat persistence test to change in tensile strength and ultimate elongation - ASTM D573 & ASTM D412
7,900+800
Rubber Bearing Pad - Bearing compression test for compression stiffness
7 and video extensometer for checking laminate deformations - ASTM D4014;
3,100
Clause 9
6,100+2,000
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, accommodation (in case of overnight stay) etc. are to be provided by the Client] Page 3 of 5
Sl. No.
Test Rate (Tk.)
Name of Tests
Sl. No.
Test Rate (Tk.)
Name of Tests
Tests on Water
Miscellaneous Water Quality Parameters
Routine Drinking Water Parameters (Package)
Tubewell Design (Sample preparation charge TK. 1,000) 13,100+12,800 1 Tubewell Design (depth up to 600'), incl. 8 Nos. sand test ^^ 13,100+17,600 2 Tubewell Design (depth above 600'), Incl. 11 Nos. sand test ^^
1 pH 2 Colour (True or Apparent) 3 Colour Scanning at Specific Wavelength/UV-VISRange 4 Turbidity 5 Carbon-di-Oxide (CO2) / Acidity 6 P-Alkalinity/ M-Alkalinity/T-Alkalinity 7 Carbonate (CO3) or Bi-carbonate (HCO3) + pH 8 Total Hardness 9 Ca - Hardness 10 Mg - Hardness 11 Chloride (Cl) 12 Fluoride (F) 13 Ammonia-Nitrogen (NH3 - N) 14 Nitrate - Nitrogen (NO3 - N) 15 Nitrite - Nitrogen (NO2 - N) 16 Total Nitrogen (TN) 17 Total Kjeldahl Nitrogen (TKN) / Organic Nitrogen 18 Chlorine Content - Total Cl2 19 Chlorine Content - Free Cl2 20 Iodine Content 21 Bromine Content 22 Break Point Chlorination 23 Total Solids (TS) 24 Total Suspended Solids (TSS)/Insoluble Solids/(TSS+TDS+TS) 25 Total Dissolved Solids (TDS) 26 Silica Content (SiO2) 27 Colloidal Silica 28 Electrical Conductivity (EC) 29 Total Phosphorous (TP) 30 Orthophosphate (PO4) 31 Hydrogen Sulphide (H2S) / Odour 32 Sulphate (SO4) 33 Organic Matter *** 34 Biochemical oxygen Demand (BOD) - 5 day 35 Chemical Oxygen Demand (COD) 36 KMnO4 Value 37 Dissolved Oxygen (DO) 38 Boron (B) 39 Manganese (Mn): UV - VIS 40 Aluminum (Al) - using GFAAS 41 Arsenic (As) - using GFAAS 42 Cyanide (Cn) 43 Mercury(Hg)-Cold Vapour Method (Mini. 30 days required) 44 Selenium (Se) - using GFAAS / Ba 45 Silver (Ag) 46 Total Organic Carbon (TOC) 47 Na or K (each) - using FLAAS 48 Ca/Cd/Cr/Cu/Fe/Mg/Mn/Ni/Pb/Zn - using FLAAS 49 Nickel (Ni) (for Drinking Water) 50 Total Iron (Fe) - Phenanthroline Method 51 Ferrous Iron (Fe2+) / Ferric Iron (Fe3+)(1500+600) 52 Total Coliform(TC)/Thermotolerent Coliform (TTC) 53 Fecal Coliform (FC)
^^ For complete design, fees would be Tk. 15,000/-
54 E. Coli
2,800+1,000
55 Magnesium Density 56 Sodium Absorption Ratio (SAR) 57 Algae / Chlorophyll_a
2,800+1000
1 pH 2 Color (True or Apparent) 3 Turbidity 4 Total Hardness 5 Chloride (Cl) 6 Total Dissolved Solids (TDS) 7 Manganese (Mn) 8 Arsenic (As) 9 Total Iron (Fe) -Phenanthroline Method 10 Total Coliform(TC)/Thermotolerent Coliform (TTC) 11 Fecal Coliform (FC) Environmental Quality of Soil, Sludge and Solids 1 pH 2 Electrical Conductivity 3 Organic Matter (Dry Combustion Method)
2,000+400
4 Water Soluble Cl / PO4 / SO4 (each)
1,900+700
) C F / ) C s T A + + s g A i n + k g n n i i r k D n ( i r 0 D ( 0 5 0 6 0 5 = 8 0 = 0 8 0 1 0 3 + 2 0 + 0 7 0 4 0 2 , 6
300+200 550+250
Metal Analysis Foll owing T. Extraction and / or TCLP 1,300+500 5 Total Extraction Charges (each sample) 2,900+2,500 6 Toxic Characteristics Leaching Procedure (TCLP) Ca/Cd/Co/Cr/Cu/Fe/Mg/Mn/Ni/Pb/Zn - using FLAAS + (each)
Aluminum (Al) - using GFAAS Arsenic (As) - using GFAAS 7 Mercury (Hg) - Cold Vapor Method Selenium (Se) - using GFAAS / Ba Na or K (each) - using FLAAS 8 Mixed Liquor Suspended Solids (MLSS) 9 Mixed Liquor Volatile Solids (MLVSS) 10 Pb or Cd release from Tableware (each) Amb ient Air Qual ity Monitori ng ** Parameters (upon discussion ) CO SOx NOx SPM PM10
1 2 3 4 5 6 PM2.5
1,000+500 3,300+500 1,000+500 3,100+1,200 2,200+800 1,300+400 3,400+600 3,400+600 1,200+400
8,500
8,500 10,000
Noise Monitoring ** 1 Minimum Fee * Sample Collection Charges +++ 1 Sampling for Bacteriological Analysis ** 2 Sampling for Physical and Chemical Analysis **
20,000
6,500 + ** 6,500 + **
Invented Tubewell Design Extra **2,500/Notes : + Plus Total Extraction Charge
= 13,000+500
++ * ** ***
200+200 250+250 900+200 200+200 150+150 200+200 400+200 600+200 1,900+800 1,900+800 550+250 400+100 600+400 350+250 350+250 3,900+1,500 11,000+3,000 350+250 350+250 400+200 400+200 6,400+1,200 800+100 1,400+400 750+150 600+400 1,700+1000 250+250 2,700+500 600+200 600+200 400+200 1,800+300 1,450+350 1,200+600 1,200+600 250+250 1,500+1,200 1100+400 3,300+500 1,000+500 2,800+1000 3,100+1,200 2,200+800 3,500+500 5,000+1000 1,300+400 1,000+500 1,500+1,000 650+150 900+400 700+500 700+500
2,800+1000 8,300+2,500
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
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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Sl. No. 1 2 3 4 5 6
Test Rate (Tk.)
Name of Tests GRP Board Sandwich Panel Tensile Strength (5 Nos. from each Sample) Tensile Modulus (5 Nos. from each Sample) Flexural Strength (127 mmx 12.7 mmx 3.2mm; 5 Nos.) Flexural Modulus (100 mm x 10 mm x 4mm; 5 Nos.) Impact Strength (5 Nos. from each Sample) Water Absorption (76.2 mm x 25.4 mmx 6mm; 3 Nos.)
Sl. No.
4,200
1
10,900 4,200 10,900
2
4,200 2,800 3 4 5
Consultancy on Pile Integrity
6
Test Rate (Tk.)
Name of Tests Non-Asbestos Fibre-Cement Board Modulus of Rupture (6" X 12") 2 Nos. Parallel to Fibre Lay from Same Sheet 2 Nos. Parpendicular to Fibre Lay from Same Sheet Modulus of Elasticity (6" X 12") 2 Nos. Parallel to Fibre Lay from Same Sheet 2 Nos. Parpendicular to Fibre Lay from Same Sheet Density (from MOR Test) Size & Shape (5 Nos.) Water Absorption (4" X 4"; 3 Nos. from Per Sheet) Moisture Content (from MOR Test)
5,800+800
11,300+800 2,100 2,800 2,300+600 2,800
7 Water Tightness (24" X 20"; 3 Nos. One from each Sheet) Per Pile (see conditions a,b,c) (a) Min total fees: within DhakaCity - 75,000/- Greater Dhaka1,00000/-, Adjacent Dhaka 1,25,000/- Near Districts 1,50,000/- and Remote Districts 1,75,000/2,100 + ** (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
8,500+600
8 pH Value (from MOR Test)
1,100
Heat & Rain Wall Structures (5' X 4'; 2 Nos.; One from 9 each Sheet) Consultancy on Axial Pile Load Capacity
27,600
Test Supervision & Report (per pile): Min total fees: within Dhaka City Tk. 1,25,000/- Greater Dhaka 1,50,000, Adjacent Dhaka1,75,000 Near Districts, Tk. 2,00,000/- and Remote Districts Tk. 2,25,000/-
80,000 + *
Various Consultancy Services 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 7 8 9 10 11 12
Land Survey (Plannimetric/Topographic/Contour) by Total Station and GPS Cost Estimation of Civil Structures Asset Evaluation of Civil Structures/Industries/Properties 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 Certification on Structural Stability of Civil Structures Design Checking of various Concrete and Steel Structures Investigation of Civil Engineering Projects Assessment of Safety for Old Structures Strengthening of Existing Structures Environmental Site Assessment (e.g. for LPG plants, Power plants) Environmental Impact Assessment (EIA) of Civil Engineering Projects Environmental Monitoring of Civil Engineering Projects Design of Solid Waste Disposal Systems Design of Water and Wastewater Treatment Systems Design of Iron Removal Plants Plumbing and Sewer Systems Design Solid, Hazardous and Industrial Waste Management and Pollution Control Design of Water Supply System Training on Water Quality, Water Supply and Sanitation Design and Analysis of Shallow and Deep Foundations Design and Analysis of Embankments Design and Analysis of Earth Retaining Structures Planning of Soil Investigation Programs Planning and Design of Soil Improvement Schemes Seismic Design of Foundation Seismic Hazard Analysis Microzonation Maps Transportation Impact Assessment (TIA) of Civil Engineering Projects Traffic Studies (Volume, O-D, Speed, Delay, Parking etc.) Traffic Forecasting Geometric and Structural Design of Pavements, Parking Lots etc. Planning and Design of Inland Container Terminal/Depot (ICT / ICD) Planning and Design of Airport Terminal 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 Development of Transportation Model Training on Traffic Studies, Traffic Management, Transportation Planning, Traffic Safety
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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