BIS - LIMS (Laboratory Information Management System)

PAAM Testing Labs Private Limited, Greater Noida

Plot no 41, Udyog Kendra Extn. II, Ecotech -III, Greater Noida, G.B. Nagar - 201306 Uttar Pradesh (INDIA), Greater Noida, Gautam Buddha Nagar, Uttar Pradesh, 201306

9911149383 paamtestinglabs@gmail.com

Scope List

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39 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 12786 (2024)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision)

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Material)	-	1000	-
Cl-4.2(Carbon content of finished PE lateral pipe)	-	1000	-
Cl-5.1(Dimensions of pipes and wall thicknesses)	-	1000	-
Cl-6.0(Visual Appearance)	-	1000	-
Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test)	-	1000	-
Cl-7.1(Hydraulic Characteristics- quality acceptance test)	-	1000	-
Cl-7.2(Reversion Test)	-	1000	-
Cl-7.3(Tensile Test)	-	1000	-
Cl-7.3.1(Test Piece)	-	1000	-
Cl-7.3.2(Procedure)	-	1000	-
Cl-7.4(Susceptibility to Environmental Stress Cracking)	-	1000	-
Cl-8.0(Supply of pipes)	-	1000	-
Cl-9.0(Coiling)	-	1000	-
Cl-10.0(Sampling and criteria for conformity)	-	1000	-
Cl-11(Marking)	-	1000	-
3(Class of Pipe)	-	1000	-
5.1 & Table 1(Dimensions of Pipes - Outside diameters)	-	1000	-
5.1 & Table 1(Dimensions of Pipes - Wall thickness)	-	1000	-
6(Visual Appearance)	-	1000	-
7.1 & Table 2(Hydraulic Characteristics)	-	1000	-
7.1 & Table 2(Hydraulic Characteristics)	-	1000	-
7.2(Reversion Test)	-	100	-
7.3(Tensile Strength)	-	100	-
7.3(Elongation at Break)	-	100	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	100	-
4.2(a)(Carbon Black Content-IS 2530)	-	100	-
4.2(b)(Carbon Black Dispersion-IS 2530)	-	100	-

08 May, 2028

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IS 15801 (2008)

Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification

110000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	10000	-
Cl 7(Dimensions Of Pipes)	-	10000	-
Cl 8(Visual Appearance)	-	10000	-
Cl 9.1(Hydraulic Characteristics)	-	10000	-
Cl 9.2(Fusion Compatibility)	-	10000	-
Cl 9.3(Reversion Test )	-	10000	-
Cl 9.4 & Annex B(Impact Strength)	-	10000	-
Cl 9.5(Density)	-	10000	-
Cl 9.6(Melt Flow Rate)	-	10000	-
Cl 9.7(Carbon Black Content & Dispersion)	-	10000	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	10000	-
Cl 9.9(Opacity)	-	10000	-
5(Colour)	-	10000	-

08 May, 2028

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-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

21500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	2000	-
8.2(Physical requirments-Dimensions-Length)	-	2000	-
8.2(Physical requirments-Dimensions-Height)	-	2000	-
8.2(Physical requirments-Dimensions-Width)	-	2000	-
8.3(Physical requirments- Block density)	-	2000	-
8.4(Physical requirments- Compressive strength)	-	2000	-
8.5(Thermal Conductivity)	-	10000	-
8.6( Drying Shrinkage )	-	2000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	2000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	2000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	2000	-
8.3 & 9.1(Indivisual Moisture Content)	-	2000	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	2000	-
3.2 & 8.2(Indivisual Height)	-	2000	-
3.2 & 8.2(Indivisual Width)	-	2000	-
3.2 & 8.2(Indivisual Length)	-	2000	-
8.6, 9.4 & 11.5(Grade)	-	2000	-
3.4(Special Faces)	-	2000	-
3.3(Faces & Arises)	-	2000	-
3.1(Shape)	-	2000	-
8.1.1(General (Exposed wall construction))	-	2000	-
5(MATERIALS)	-	2000	-
7(SURFACE TEXTURE AND FINISH)	-	2000	-
9.3(Thermal Conductivity)	-	10000	-
15(Marking)	-	2000	-

08 May, 2028

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IS 15658 (2006)

Precast concrete blocks for paving - Specification

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.2(Physical requirement)	-	1000	-
6.1.3(Physical requirement)	-	1000	-
6.1.4(Physical requirement)	-	1000	-
6.2.1 & 7.1(VISUAL INSPECTION)	-	1000	-
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	1000	-
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	1000	-
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	1000	-
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	1000	-
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	1000	-
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	1000	-
Table 1(MINIMUM PAVER BLOCK THICKNESS)	-	1000	-
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	1000	-
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	1000	-
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	1000	-
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	1000	-
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	1000	-
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	1000	-
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	1000	-
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	1000	-
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	1000	-
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	1000	-
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	1000	-
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	1000	-
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-	1000	-
B-5(AVERAGE SQUARENESS (for eight test specimens))	-	1000	-
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	1000	-
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	1000	-
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	1000	-
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) )	-	10000	-
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens))	-	10000	-
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen))	-	10000	-
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	10000	-
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	10000	-
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	10000	-
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	10000	-
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	10000	-
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	10000	-
Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen ))	-	10000	-
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	10000	-
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	10000	-
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen ))	-	10000	-
Annex-G-7(AVERAGE BREAKING LOAD)	-	10000	-
Cl. 6.2.2 Table 2(Overall Length)	-	1000	-
6.2.4, Table 4(Water Absorption)	-	1000	-
6.2.4, Table 4(Water Absorption)	-	1000	-
6.2.4, Table 4(Water Absorption)	-	1000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.8, Table 4(Flexural strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.7, Table 4(Tensile Spliting strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.5, Table 4(Compressive strength)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Wet)	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.6, Table 4(Abrasion Resistance Dry )	-	10000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Arris Width wise )	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Aspect Ratio)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Thickness)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Lower Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Higher Width)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
6.2.2, Table 4(Length)	-	1000	-
10(Marking)	-	1000	-
5(RAW MATERIAL)	-	1000	-
10(MARKING)	-	1000	-

08 May, 2028

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IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

PE100, PE80, PE63

32000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10(Marking)	-	5000	-
3(Designation)	-	5000	-
4(Colour)	-	5000	-
6(Dimensions of pipes)	-	5000	-
7(Visual Appearance)	-	5000	-
8.1(Hydraulic characteristics)	-	5000	-
8.2(Reversion)	-	5000	-
8.3(Density)	-	5000	-
8.4(Melt Flow Rate)	-	5000	-
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	5000	-
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	5000	-
5.1(High Density Polyethylene)	-	5000	-
5.2(Anti Oxident)	-	5000	-

08 May, 2028

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-

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	1000	-
5.1(Tensile Adhesion Strength )	-	2000	-
5.1(Tensile Adhesion Strength)	-	2000	-
5.2(Shear Adhesion Strength )	-	2000	-
5.2(Shear Adhesion Strength)	-	2000	-
5.2(Shear Adhesion Strength)	-	2000	-
5.3(OpenTime)	-	2000	-
5.4(Adjustment Time)	-	2000	-
5.5(Slip (Required for Vertical Application Only))	-	2000	-
5.6(Deformability (Required for VerticalApplication Only))	-	2000	-
8.2(Marking)	-	1000	-

08 May, 2028

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-

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.2(a)( Aggregates Impact Value)	-	1000	-
5.4.2(b)( Aggregates Impact Value)	-	1000	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	1000	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	1000	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	1000	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	1000	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	1000	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	1000	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	1000	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	1000	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	1000	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	1000	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	1000	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	1000	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	1000	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	1000	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	1000	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	1000	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	1000	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	1000	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	1000	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	1000	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	1000	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	1000	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1000	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1000	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1000	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1000	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1000	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	1000	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	1000	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1000	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1000	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	1000	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1000	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1000	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1000	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1000	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	1000	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	1000	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	1000	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	1000	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	1000	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	1000	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1000	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1000	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	1000	-
7.2(Bulking Of Fine Aggregate)	-	1000	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	1000	-
7.2(Bulk Density loose)	-	1000	-
7.2(Bulk Density Rodded)	-	1000	-
5.3(Elongation Index)	-	1000	-
5.3(Flakiness Index)	-	1000	-
5.6(Alkali Agregate Reaction )	-	1000	-
5.7 table 3(WaterAbsorption)	-	1000	-
5.7 table 3(Specific Gravity)	-	1000	-
5.3(Flakiness & Elongation)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1000	-
5.7 table 4 (Calcium oxide)	-	1000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1000	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	1000	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	1000	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1000	-
Clause 5.6(Nature of Aggregate)	-	1000	-
Clause 5.6(Dissolved Silica)	-	1000	-
Clause 5.6(Reduction in Alkalinity)	-	1000	-
Clause 5.1(General)	-	1000	-
Clause 5.1(General)	-	1000	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	1000	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	1000	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	1000	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	1000	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	1000	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	1000	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
Table 6 Cl. 5.7 (iv)()	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1000	-

08 May, 2028

-
-

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

3000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	1000	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	1000	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	1000	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	1000	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	1000	-
5.4.2-IS: 3025(P-11)(Ph)	-	1000	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	1000	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	1000	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	1000	-
Cl 5.4 Table 1 (iv)(Chloride)	-	1000	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	1000	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	1000	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	1000	-
Cl 5.4 .2(pH)	-	1000	-
Cl 5.4 (b)(Alkalinity)	-	1000	-
Cl 5.4 (a)(Acidity)	-	1000	-
16.1(Average Compressive Strength)	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
Clause 5.4(Description)	-	0	-
5.1(Cement)	-	0	-
5.2(Mineral Admixtures)	-	0	-
5.3(Aggregates)	-	0	-
5.6(Reinforcement)	-	0	-
5.7(Storage of Materials)	-	0	-
7(Workability of Concrete)	-	0	-
8(Durability of concrete)	-	0	-
9(Concrete mix proportioning)	-	0	-
16.2(Flexural Strength)	-	0	-
17.4(Core test)	-	0	-
cl 5.4.4.3(Initial Setting Time)	-	0	-
cl 5.4.4.3(Initial Setting Time)	-	0	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	1000	-

08 May, 2028

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 100, PE80, PE63

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	1000	-
8.9 table-6(Elongation at Break)	-	1000	-
8.8(Tensile Strength for Butt-fusion)	-	1000	-
8.7(Density)	-	1000	-
8.5 (Oxidation Induction Time)	-	1000	-
8.4( Melt Flow Rate)	-	1000	-
8.2(Longitudinal Reversion Test)	-	1000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	1000	-
7.4.1.2(Ovality)	-	1000	-
Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported))	-	1000	-
7.2(Length)	-	1000	-
6.2.1(6.1.1 Identification Stripes)	-	1000	-
6.2(Colour)	-	1000	-
6.1.4(PIPE DESCRIPTION)	-	1000	-
6.1.3 (PIPE DESCRIPTION)	-	1000	-
6, 6.1.2(PIPE DESCRIPTION)	-	1000	-
6, 6.1.1(PIPE DESCRIPTION)	-	1000	-
6, 6.1(PIPE DESCRIPTION)	-	1000	-
8.6(Overall migration)	-	1000	-
8.3(Carbon black)	-	1000	-
5.4(Anti oxydent)	-	1000	-
5.3(e)(Carbon Black Master Batch)	-	1000	-
5.3(d)(Carbon Black Master Batch)	-	1000	-
5.3(c)(Carbon Black Master Batch)	-	1000	-
5.3(b)(Carbon Black Master Batch)	-	1000	-
5.3 (a)(Carbon Black Master Batch)	-	1000	-
5.2(Polyethylene Resin)	-	1000	-
5, 5.1 table-1(MATERIALS)	-	1000	-
7()	-	1000	-
5.2(Density)	-	1000	-
5.2(MFI @ 1900C/5.0 Kg)	-	1000	-
5.2(Volatile matter Content)	-	1000	-
5.3(Toluene Extract)	-	1000	-
Clause 7.1(Visual Apperance)	-	1000	-
Clause 7.3(Coiling)	-	1000	-
Clause 8.3(Carbon Black content)	-	1000	-
Clause 8.3(Carbon Black Dispersion)	-	1000	-
Clause 8.6(Overall migration (stimulate))	-	1000	-
Clause 8.6(Overall migration (surface of material))	-	1000	-
7.1(Visual Appearance)	-	1000	-
7.3(Coiling)	-	1000	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	1000	-
Cl. 8.3(Carbon Black Content)	-	1000	-
Cl. 8.3(Carbon Black Dispersion)	-	1000	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1000	-
8.7(Density-IS 7328:2020)	-	1000	-
8.7(Corrected Density- IS 7328:2020)	-	1000	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	-
Cl 8.3(Carbon Black Content)	-	1000	-
Cl 8.3(Carbon Black Dispersion)	-	1000	-

08 May, 2028

-
-

Bureau of Indian Standards

The National Standards Body of India

PAAM Testing Labs Private Limited, Greater Noida

Plot no 41, Udyog Kendra Extn. II, Ecotech -III, Greater Noida, G.B. Nagar - 201306 Uttar Pradesh (INDIA), Greater Noida, Gautam Buddha Nagar, Uttar Pradesh, 201306

9911149383 paamtestinglabs@gmail.com

Scope List