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(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
Rate List of all Materials 2017-2018
Managing Director Account & Sample Section Mr. Ravindra Tomar Mr.Ajit Prajapati
9584541964 7879819011
(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
Coarse Aggragate
Fine Aggragate Test
Water Test
S. No. Name of Test Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 PH Value 3 Days 1 Liter 550
2 TDS 3 Days 1 Liter 900
3 TSS 3 Days 1 Liter 750
4 Fecal Coli form 3 Days 1 Liter 550
5 COD 3 Days 1 Liter 550
6 BOD 5 Days 1 Liter 5000
7 Odour 2 Days 1 Liter 900
8 Colour 2 Days 1 Liter 1000
S. No. Name of Test Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 Impact Value 2 Days 20 Kg 450
2 Sieve Analysis (Gradation) 2 Days 5 Kg 650
3 Crushing Value 2 Days 20 Kg 450
4 Abrasion Value (Los
Angeles) 2 Days 20 Kg 550
5 Water Absorption/Surface
Moisture Content 3 Days 5 Kg 300
6 Specific Gravity 3 Days 5 Kg 350
7 Bulk Density 2 Days 30 Kg 350
8 Soundness 15 Days 15Kg 2200
9 Flakiness Index 2 Days 20 Kg 400
10 Elongation Index 2 Days 20 Kg 400
11 Organic Impurities 5 Days 5 Kg 800
12 10% Fine Value 2 Days 20 Kg 600
13 All Physical Tests 5 Days 50Kg 4050
S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 Sieve Analysis (Gradation) 2 Days 5 Kg 550
2
Fineness Modulus
(including Gradation)
3 Days
10 Kg
600
3 Silt content 3 Days 10 Kg 450
3 Days
10 Kg
450
4 Water Absorption/Surface
Moisture Content 3 Days 5 Kg 550
5 Specific Gravity 3 Days 5 Kg 350
6 Bulk Density 2 Days 30 Kg 350
7 Organic Impurities 5 Days 5 Kg 800
8 All Physical Tests 5 Days 50Kg 3650
(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
SOIL TEST
CEREMIC & CONCRETE TILES
S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of
Sample Required for
One Test
Rate
(in Rs)
1 Normal Moisture Content
3 Days 1 Kg 300
2 Specific Gravity
3 Days 1 Kg 300
3 Liquid Limit/Plasticity Index
3 Days 5 Kg 450/450
4 Shrinkage Limit
3 Days 2 Kg 500
5
Proctor test
(OMC & MDD) for light 3 Days 25 Kg 1800
heavy compaction
(Standard proctor density)
6
CBR Test
i)Excluding of OMC & MDD in
soaked/Un soaked/
Unsoaked condition
8 Days 30 Kg 2000
(ii) Including OMC/ MDD 9 Days 30 kg 3400
7 Wet Sieve Analysis/Grain size
analysis 3 Days 5 Kg 800
8 Soil Classification 5 Days 10 Kg 950
9 Bulk Density 2 Days 5 Kg 350
10 Permeability of soil (Lab.) 4 Days 30 Kg 2250
11 Free Swelling Index 3 Days 5 Kg 450
12 Triaxial Test 7 Days 10 Kg 7000
13 Swelling Pressure 3 Days 10 Kg 3150
14 Chemical Tests (Sulphate ,Sulphite,
Ph, Chloride) 3 Days 3 Kg 1350
15 Water Level Test Per Bore 2 Days - 450
16 Porosity Test 4 Days 15 Kg 2700
17 Direct Shear test 5 Days 5 Kg 2000
18 Organic Matter of Soil 4 Days 3 Kg 1350
S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 Water Absorption 3 Days 6 Nos. 550
2 Dimension 3 Days 6 Nos. 350
3 Abrasion 3 Days 6 Nos. 900
4 Modulus of Rupture 3 Days 6 Nos. 450
5 Scratch hardness 3 Days 6 Nos. 700
6 Chemical Resistance 6 Days 6 Nos. 600
7 Complete Tests 6 Days 6 Nos. 3000
(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
Concrete Test
Bricks Test
S. No. Name of Test Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 Dimension tolerance 2 Days 20 Nos. 450 each
2 Water Absorption 3 Days 5 Nos. 450
3 Compressive strength 6 Days 9 Nos. 900
4 Efflorescence 4 Days 5 Nos. 450
5 Visual Examination 2 Days 6 Nos. 450
6 Complete test of Bricks 6 Days 9 Nos. 2700
Fly Ash Test
1 Fineness by Blain Air
permeability 3 Days 5 Kg 1300
2 Gradation 3 Days 5 Kg 900
S.
No. Name of Test
Minimum Period
Required for
Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1
Compressive Strength 7 Days/ 28 Days
Set of 3 Cubes 1000 Cement Concrete Cubes
2
Concrete mix design including lab
Testing in normal conditions As per IS
CODE 14 Days/ 30
Days
1 bag Cement, 4 Bags
Aggregate, 2 Bags Sand
11000
14500 Concrete mix design including lab
Testing in normal conditions
3
Casting of C.C. cube and
determination of Compressive
Strength, Normal conditions (Without
Conveyance)
10 days at field Cement -1 Bag, Sand -1Bag
Agg. -1Bag
2000
Per age
4 Capping over C.C. Core including
Grinding 3 days per 450
5 Core Testing 3 days per 1000
6 Flexural strength (Conc. Beam) 3 days Per set 1500
(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
Bitumen / Asphalt Test S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 Specific Gravity 3 DAYS 1 Kg 450
2 Softening point 3 DAYS 1 Kg 550
3 Penetration Value 3 DAYS 500g 550
4 Kinematic Viscosity 3 DAYS 500g 900
5 Ductility 3 DAYS 2 Kg 800
6 Flash Point/Fire Point 3 DAYS 2 Kg 650
7
Job mix formula by
Marshal Stability Test
(a) B.M/ DBM /SDBC /BC
15 DAYS
2 full bag of each Aggregate
( 20mm, 13.2mm,11.2mm,
6.0mm) stone dust (5 kg.), filler
(5 Kg) Bitumen (5 kg.)
11000
8 Binder Contents 2 DAYS 5 Kg Bituminous Mix 1000
9 Sieve Analysis (Gradation) 2 DAYS 5 Kg 650
10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650
11 Marshal Stability Test
(Ex. Job Mix Formula ) 2 DAYS 3 Nos. 1800
12
Emulsion
a) Residue 2 DAYS 1 liter 1400
b) Viscosity 2 DAYS 1 liter 1800
13 Mastic Asphalt
(Binder content ,Gradation) 5 DAYS 3 NOS. 2250
STONE/MARBLE
S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 Water Absorption 3 Days 10 No. of Pcs. of Size
300 X 300 mm
550
2 Abrasion 3 Days 1000
3 Scratch Hardness 3 Days 3No. of Pcs. of Size 500 X
150 mm 750
4 Compressive Strength
Test of quarried Stone 3 Days 3 Nos. 4500
5 Petrography Test 15 Days 2 Nos. 5000
PAVER BLOCK 1 Water Absorption 3 Days 5 Nos. 550
2 Compressive Strength 2 Days 3 Nos. 1000
3 Abrasion Resistance 2 Days 3 Nos. 1150
4 Flexural Strength 2 Days 3 Nos. 550
ROCK TESTS
1 Specific Gravity 3 Days - 350
2 Water Absorption & Porocity 3 Days - 550
3 Unconfined Compressive
Strength 3 Days Without cutting & finishing 900
(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
Water Test
S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 PH Value 3 Days 1 Liter 550
2 TDS 3 Days 1 Liter 900
3 TSS 3 Days 1 Liter 750
4 Fecal Coli form 3 Days 1 Liter 550
5 COD 3 Days 1 Liter 550
6 BOD 5 Days 1 Liter 5000
7 Odour 2 Days 1 Liter 900
8 Colour 2 Days 1 Liter 1000
Cement Test S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
Physical tests
1 Fineness by Dry
Sieving test 3 Days 5 Kg 650
2 Fineness by Blain Air
Permeability 3 Days 5 Kg 1000
3 Consistency & Setting
time (Initial & Final ) 3 Days 5 Kg 800
4
Compressive Strength
of Cube
(3 cement cubes)
30 Days
Minimum 20 Kg /Full bag.
Properly sealed & Moisture
protected with Make & Batch
details
1500
5 Soundness (Le
chatterlier's test) 3 Days 2 Kg 1000
6 Soundness (Auto Clave
test) 3 Days 2 Kg 1500
7 Specific Gravity 3 Days 5 Kg 450
NDT TESTS
S. No. Name of Test
Minimum Period
Required for
Testing
Minimum Qty of
Sample Required for
One Test
Rate
(in Rs)
1 (a) Rebound Hammer test (NDT)
minimum 5 points - -
1500 per
point
1 (b) Rebound Hammer test (NDT)
Above 5 points upto 15 points - - 900 Per Point
1 (c) Rebound Hammer test
(NDT)Above 15 points - - 800 Per Point
SAMPLING
1 Collection of samples from Field
1 Collection of samples from Field
1200 each
(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017
FIELD TESTS
HOLLOW CONCRETE S.
No. Name of Test
Minimum Period
Required for Testing
Minimum Qty of Sample
Required for One Test
Rate
(in Rs)
1 PH value
5 Days 1 Ltr.
750
2 Sulphates as Sulphur
trioxide mg/lt 900
3 Chloride as cl mg/lt 900
ADMIXURE 1 Ash Content
5 Days 1/2 ltr. 2250 2 Dry Material Content
3 Relative Density
4 P.H
1
Field density testing
by sand replacement
method(min. 3 pts.)
1
Field density testing by sand
replacement method
(minimum 3 pts.)
950 each
2 Slump test
(without conveyance) 2
Slump test(without
conveyance ) 350
3
Core Cutting by
Diamond
core Cutter
a) In Bitumen
( Flexible Pavement)
Minimum -3 1200 per
core (Min.
Rs 5000 )
b) In Concrete
( Rigid Pavement)
Minimum -3 1400 per
core (Min.
Rs 5000 )
4
Degree of compaction
(5 Cores) Core Cutter
Method
- - 2200
5
Degree of compaction
(1 point) Sand
Replacement Method
(Without Lab
Conveyance )
3 Days - 1000
6 Standard Penetration
Test
1 Days Without conveyance 18000
Thank You