BIS - LIMS (Laboratory Information Management System)

Atckon Laboratories LLP, Bahadurgarh

Plot NO. 45, Part A M.I.E, Bahadurgarh, Jhajjar, Haryana, Bahadurgarh, Jhajjar, Haryana, 124507

8570906101 info@atckonlabs.com

Scope List

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10 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 1117 (2018)

Laboratory glassware - Single - Volume pipettes (Second Revision)

all

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.1&3(Marking)	-	500	-
3(Class of Accuracy)	-	500	-
4.1(Nominal capacities)	-	500	-
4.2(Accuracy)	-	500	-
5.1(Material)	-	500	-
5.1(Material)	-	500	-
5.1.1(Limit of Alkalinity)	-	500	-
5.2(Pattern of Pipette)	-	500	-
5.3(Workmanship & Finish)	-	500	-
5.4(i) Distance of graduation line from top of pipette.)	-	500	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	500	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	500	-
5.4(iv) Wall thickness)	-	500	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	500	-
5.4(b) Other pipettes)	-	500	-
5.4(v) Dia. of safety bulb (if provided ))	-	500	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	500	-
5.4(vii) Overall length, L)	-	500	-
5.4(viii) Length of suction tube, L1 )	-	500	-
5.4(ix) Length of delivery tube, L2 )	-	500	-
5.4(x) Internal dia. of suction tube D1 )	-	500	-
5.4(xi) External dia. of bulb D2 )	-	500	-
5.4(xii) External dia. of delivery tube D3 )	-	500	-
5.5(Delivery Time)	-	500	-
5.5(Delivery Time)	-	500	-
5.6&7(Graduation line & Visibility )	-	500	-
6.1.2(Marking)	-	500	-
6.1.1&3(Marking)	-	500	-
3(Class of Accuracy)	-	500	-
4.1(Nominal capacities)	-	500	-
4.2(Accuracy)	-	500	-
5.1(Material)	-	500	-
5.1(Material)	-	500	-
5.1.1(Limit of Alkalinity)	-	500	-
5.2(Pattern of Pipette)	-	500	-
5.3(Workmanship & Finish)	-	500	-
5.4(i) Distance of graduation line from top of pipette.)	-	500	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	500	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	500	-
5.4(iv) Wall thickness)	-	500	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	500	-
5.4(b) Other pipettes)	-	500	-
5.4(v) Dia. of safety bulb (if provided ))	-	500	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	500	-
5.4(vii) Overall length, L)	-	500	-
5.4(viii) Length of suction tube, L1 )	-	500	-
5.4(ix) Length of delivery tube, L2 )	-	500	-
5.4(x) Internal dia. of suction tube D1 )	-	500	-
5.4(xi) External dia. of bulb D2 )	-	500	-
5.4(xii) External dia. of delivery tube D3 )	-	500	-
5.5(Delivery Time)	-	500	-
5.5(Delivery Time)	-	500	-
5.6&7(Graduation line & Visibility )	-	500	-
6.1.2(Marking)	-	500	-
6.1.1&3(Marking)	-	500	-
3(Class of Accuracy)	-	500	-
4.1(Nominal capacities)	-	500	-
4.2(Accuracy)	-	500	-
5.1(Material)	-	500	-
5.1(Material)	-	500	-
5.1.1(Limit of Alkalinity)	-	500	-
5.2(Pattern of Pipette)	-	500	-
5.3(Workmanship & Finish)	-	500	-
5.4(i) Distance of graduation line from top of pipette.)	-	500	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	500	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	500	-
5.4(iv) Wall thickness)	-	500	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	500	-
5.4(b) Other pipettes)	-	500	-
5.4(v) Dia. of safety bulb (if provided ))	-	500	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	500	-
5.4(vii) Overall length, L)	-	500	-
5.4(viii) Length of suction tube, L1 )	-	500	-
5.4(ix) Length of delivery tube, L2 )	-	500	-
5.4(x) Internal dia. of suction tube D1 )	-	500	-
5.4(xi) External dia. of bulb D2 )	-	500	-
5.4(xii) External dia. of delivery tube D3 )	-	500	-
5.5(Delivery Time)	-	500	-
5.5(Delivery Time)	-	500	-
5.6&7(Graduation line & Visibility )	-	500	-
6.1.2(Marking)	-	500	-
4.1(unit of volume)	-	500	-
4.2(delivery volume)	-	500	-
4.3(reference temperature)	-	500	-
5.1(Types and Classes of accuracy)	-	500	-
5.2(Types of single- volume pipette)	-	500	-
Clause- 6.0(Maximum Permissible error)	-	500	-
7.1(Material)	-	500	-
7.2(Shape)	-	500	-
7.3(Bulb)	-	500	-
7.4(Dimensions)	-	500	-
7.5(Top of Pipette)	-	500	-
7.6(Delivery Jet)	-	500	-
7.7(Delivery Time)	-	500	-
7.8(Waiting Time)	-	500	-
Clause- 8.0(Graduation Line)	-	500	-
Clause- 9.0(Setting of the Meniscus)	-	500	-
Clause-10.0(Marking)	-	500	-
Cl-7.4, Table-2 (i)(Overall length)	-	500	-
Cl-7.4, Table-2 (ii)(Internal diameter at the graduation line)	-	500	-
Cl-7.4, Table-2 (iii)(Length of suction tube⎯ valid only for bulb pattern pipettes)	-	500	-
Cl-7.4, Table-2 (iv)(Length of delivery tube ⎯ valid only for bulb pattern pipettes)	-	500	-
Cl-7.4, Table-2 (v)(External diameter of delivery tube ⎯ valid only for bulb pattern pipettes)	-	500	-
Cl-7.4, Table-2 (vi)(External diameter of bulb ⎯ valid only for bulb pattern pipettes)	-	500	-
Cl-7.4, Table-2 (vii)(External diameter of tube ⎯ valid only for straight pattern pipettes)	-	500	-
Cl-7.4, Table-3 (i)(Distance of graduation line from top of pipette (one-mark pipettes))	-	500	-
Cl-7.4, Table-3 (ii)(Distance from graduation line to tip of jet (one-mark pipettes) ⎯ valid only for straight pattern pipettes)	-	500	-
Cl-7.4, Table-3 (iii)(Distance from graduation line to tip of jet (one-mark pipettes) ⎯ valid only for straight pattern pipettes)	-	500	-
Cl-7.4, Table-3 (iv)(Wall thickness (one-mark pipettes) ⎯ bulb pattern pipettes)	-	500	-
Cl-7.4, Table-3 (v)(Wall thickness (one-mark pipettes) ⎯ straight pattern pipettes)	-	500	-
Cl-7.4, Table-4 (i)(Distance of upper graduation line from top of pipette (two-mark pipettes))	-	500	-
Cl-7.4, Table-4 (ii)(Distance of upper graduation line from top of pipette (two-mark pipettes))	-	500	-
Cl-7.4, Table-4 (iii)(Distance from upper graduation line to tip of jet (two-mark pipettes) ⎯ valid only for straight pattern pipettes)	-	500	-
Cl-7.4, Table-4 (iv)(Distance from lower graduation line to bottom of bulb (two-mark pipettes))	-	500	-
Cl-7.4, Table-4 (v)(Distance from lower graduation line to tip of jet (two-mark pipettes))	-	500	-
Cl-7.4, Table-4 (vi)(Wall thickness (two-mark pipettes) ⎯ bulb pattern pipettes)	-	500	-
Cl-7.4, Table-4 (vii)(Wall thickness (two-mark pipettes) ⎯ straight pattern pipettes)	-	500	-
Cl-11(Visibility of graduation lines, figures and inscriptions)	-	500	-
Cl-12(Colour coding)	-	500	-
Cl-12(Colour coding)	-	500	-

19 Jun, 2028

-
Included w.e.f 18.08.2025

IS 915 (2012)

Laboratory glassware - One - Mark volumetric flasks (Third Revision)

ALL

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1(Material)	-	500	-
Table 1(Nominal Capacity)	-	0	-
Table 1(Internal Neck Diameter)	-	500	-
Table 1(Distance of graduation line)	-	500	-
Table 1(Overall Height)	-	500	-
Table 1(Bulb Diameter)	-	500	-
Table 1(Base Diameter)	-	500	-
Table 1(Wall Thickness)	-	500	-
Table 1(Ground joint k4)	-	500	-
Table 1(Ground joint k6)	-	500	-
8.3(Shape)	-	500	-
8.4(Neck)	-	500	-
8.5(Stopper)	-	500	-
8.6(Dimensions)	-	500	-
9.0(Graduation Line)	-	500	-
Table-2(Nominal capacity)	-	500	-
Table-2(Internal neck diameter)	-	500	-
Table-2(Distance of graduation line 1))	-	500	-
Table-2(Overall height 2))	-	500	-
Table-2(Bulb diameter)	-	500	-
Table-2(Base diameter)	-	500	-
Table-2(Wall thickness)	-	500	-
Table-2(Ground joint 3) k4)	-	500	-
Table-2(Ground joint 3) k6)	-	500	-
12.1(Visibility of graduation line, figures and marking)	-	500	-
12.2(Visibility of graduation line, figures and marking)	-	500	-
Clause. 7.0(Accuracy)	-	500	-

19 Jun, 2028

-
Included w.e.f 18.08.2025

IS 878 (2008)

Laboratory glassware - Graduated measuring cylinders (Second Revision)

ALL

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table-1(Nominal capacity)	-	500	-
Table-1(Overall height)	-	500	-
Table-1(Distance from top of scale to top of cylinder)	-	500	-
Table-1(Internal height to highest graduation line)	-	500	-
Table-1(Sub-divisions)	-	500	-
Table-1(capacity at lowest graduation line)	-	500	-
Cl-9.1(Wall thickness)	-	500	-
Cl-9.2(Stability)	-	500	-
Cl-9.3(Base)	-	500	-
Cl-9.4(Rim and spout)	-	500	-
Cl-9.5(Neck and stopper)	-	500	-
Cl-9.6, Table-2(Nominal capacity)	-	500	-
Cl-9.6, Table-2(Overall height)	-	500	-
Cl-9.6, Table-2(Distance from top of scale to top of cylinder)	-	500	-
Cl-9.6, Table-2(Internal height to highest graduation line)	-	500	-
Cl-9.6, Table-2(Sub divisions)	-	500	-
Cl-9.6, Table-2(capacity at lowest graduation line)	-	500	-
Cl-10.1(Graduation)	-	500	-
Cl-10.2(Figuring)	-	500	-
Cl-11(Accuracy testing)	-	500	-
Cl-13(Visibility of graduation lines, figures and marking)	-	0	-
Clause. 8.0(Material)	-	0	-
Table- 1(Max. Permissible Error (Class- a))	-	0	-
Table- 1(Max. Permissible Error (Class- b))	-	0	-
Table- 2(Max. Permissible Error (Type-2))	-	0	-

19 Jun, 2028

-
Included w.e.f 18.08.2025

IS 456 (2000)

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

ALL

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	500	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	500	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	500	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	500	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	500	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	500	-
5.4.2-IS: 3025(P-11)(Ph)	-	500	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	500	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	500	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	500	-
Cl 5.4 Table 1 (iv)(Chloride)	-	500	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	500	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	500	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	500	-
Cl 5.4 .2(pH)	-	500	-
Cl 5.4 (b)(Alkalinity)	-	500	-
Cl 5.4 (a)(Acidity)	-	500	-
16.1(Average Compressive Strength)	-	500	-
16.1(Compressive Strength of Individual Samples )	-	500	-
16.1(Compressive Strength of Individual Samples )	-	500	-
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	-

19 Jun, 2028

-
Included w.e.f 18.08.2025 Exclusion For construction water only For strength only

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

ALL

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	1000	-
8.2(Physical requirments-Dimensions-Length)	-	1000	-
8.2(Physical requirments-Dimensions-Height)	-	1000	-
8.2(Physical requirments-Dimensions-Width)	-	1000	-
8.3(Physical requirments- Block density)	-	1000	-
8.4(Physical requirments- Compressive strength)	-	1000	-
8.5(Thermal Conductivity)	-	1000	-
8.6( Drying Shrinkage )	-	1000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	1000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	1000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	1000	-
8.3 & 9.1(Indivisual Moisture Content)	-	1000	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	1000	-
3.2 & 8.2(Indivisual Height)	-	1000	-
3.2 & 8.2(Indivisual Width)	-	1000	-
3.2 & 8.2(Indivisual Length)	-	1000	-
8.6, 9.4 & 11.5(Grade)	-	1000	-
3.4(Special Faces)	-	1000	-
3.3(Faces & Arises)	-	1000	-
3.1(Shape)	-	1000	-
8.1.1(General (Exposed wall construction))	-	1000	-
5(MA TEIUA.LS)	-	1000	-
7(SURI'ACE TUTUU AND FINISH)	-	1000	-
9.3(Thermal Conductivity)	-	1000	-
15(Marking)	-	1000	-

19 Jun, 2028

-
Included w.e.f 22.07.2025

IS 2185 : Part 2 (1983)

Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision)

ALL

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	1000	-
8.6(Drying shrinkage)	-	1000	-
8.5, Table 1(Water Absorption)	-	1000	-
8.4, Table 1(Compressive strength)	-	1000	-
8.3(Block Density)	-	1000	-
3.2.5(Thickness of Web)	-	1000	-
3.2.5(Face Shell Thickness)	-	1000	-
3.2(Width)	-	1000	-
3.2(Height)	-	1000	-
3.2(Length)	-	1000	-
8.1(General)	-	1000	-
8.2(Deimension (Length))	-	1000	-
8.2(Deimension (Height))	-	1000	-
8.2(Deimension (Width))	-	1000	-
8.3(Block Density)	-	1000	-
8.4(Compressive Strength)	-	500	-
8.5(Water Absorption)	-	500	-
8.6(Drying Shrinkage)	-	500	-
8.7(Moisture Movement)	-	500	-

19 Jun, 2028

-
Included w.e.f 22.07.2025

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

ALL

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	1000	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	2000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	2000	-
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	2000	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	2000	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	1000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	1000	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	1000	-
15(Marking)	-	0	-

19 Jun, 2028

-
Included w.e.f 22.07.2025

IS 383 (2016)

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

ALL

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	15000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	15000	-
5.4.2(a)( Aggregates Impact Value)	-	15000	-
5.4.2(b)( Aggregates Impact Value)	-	15000	-
5.4.3(a)( Aggregate Abrasion Value)	-	15000	-
5.4.3(b)( Aggregate Abrasion Value)	-	15000	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	15000	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	15000	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	15000	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	15000	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	15000	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	15000	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	15000	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	15000	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	15000	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	15000	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	15000	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	15000	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	15000	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	15000	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	15000	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	15000	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	15000	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	15000	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	15000	-
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)	-	15000	-
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)	-	15000	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	15000	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	15000	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	15000	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	15000	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	15000	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	15000	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	15000	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	15000	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	15000	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	15000	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	15000	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	15000	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	15000	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	15000	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	15000	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	15000	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	15000	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	15000	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	15000	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	15000	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	15000	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	15000	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	15000	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	15000	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	15000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	15000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	15000	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	15000	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	15000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	15000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	15000	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	15000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	15000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	15000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	15000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	15000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	15000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	15000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	15000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	15000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	15000	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	15000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	15000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	15000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	15000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	15000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	15000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	15000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	15000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	15000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	15000	-
5.5(Soundness By Magnesium Sulphate)	-	15000	-
7.2(Moisture Content)	-	15000	-
7.2(Bulking Of Fine Aggregate)	-	15000	-
7.2(Bulk Density loose)	-	15000	-
7.2(Bulk Density Rodded)	-	15000	-
5.5(Soundness By Magnesium Sulphate)	-	15000	-
7.2(Moisture Content)	-	15000	-
7.2(Bulk Density loose)	-	15000	-
7.2(Bulk Density Rodded)	-	15000	-
5.3(Elongation Index)	-	15000	-
5.3(Flakiness Index)	-	15000	-
5.6(Alkali Agregate Reaction )	-	15000	-
5.7 table 3(WaterAbsorption)	-	15000	-
5.7 table 3(Specific Gravity)	-	15000	-
5.3(Flakiness & Elongation)	-	15000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	15000	-
5.7 table 4 (Calcium oxide)	-	15000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	15000	-
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))	-	15000	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	15000	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	15000	-
Clause 5.6(Nature of Aggregate)	-	15000	-
Clause 5.6(Dissolved Silica)	-	15000	-
Clause 5.6(Reduction in Alkalinity)	-	15000	-
Clause 5.1(General)	-	15000	-
Clause 5.1(General)	-	15000	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	15000	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	15000	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	15000	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	15000	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	15000	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	15000	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	15000	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	15000	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	15000	-
Table 6 Cl. 5.7 (iv)()	-	15000	-
Table 6 Cl. 5.7 (iv)()	-	15000	-

19 Jun, 2028

-
Included w.e.f 22.07.2025

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

ALL

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	19500	-
5.1(Tensile Adhesion Strength )	-	19500	-
5.1(Tensile Adhesion Strength)	-	19500	-
5.2(Shear Adhesion Strength )	-	19500	-
5.2(Shear Adhesion Strength)	-	19500	-
5.2(Shear Adhesion Strength)	-	19500	-
5.3(OpenTime)	-	19500	-
5.4(Adjustment Time)	-	19500	-
5.5(Slip (Required for Vertical Application Only))	-	19500	-
5.6(Deformability (Required for VerticalApplication Only))	-	19500	-
8.2(Marking)	-	0	-

19 Jun, 2028

-
Included w.e.f 26.06.2025

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

15500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	15500	-
Clause 7.3, Annex G(Average Breaking Load)	-	15500	-
Clause 7.3, Annex G(Individual Breaking Load)	-	15500	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	15500	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	15500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	15500	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	15500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	15500	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	15500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	15500	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	15500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	15500	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	15500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	15500	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	15500	-
Clause 7.1.3 (Colour and Texture)	-	15500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	15500	-
Clause 7.1.1 (General Quality)	-	15500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	15500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	15500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	15500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	15500	-
Clause 3.20(Spacer nibs)	-	15500	-
10(Marking)	-	15500	-
cl.5(Cement)	-	15500	-
5.2(Mineral Admixture)	-	15500	-
5.3(Chemical Admixtures)	-	15500	-
5.4(Coarse and Fine Aggregates)	-	15500	-
5.5(Pigments)	-	15500	-
5.6(Water)	-	15500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	15500	-

19 Jun, 2028

-
-

Bureau of Indian Standards

The National Standards Body of India

Atckon Laboratories LLP, Bahadurgarh

Plot NO. 45, Part A M.I.E, Bahadurgarh, Jhajjar, Haryana, Bahadurgarh, Jhajjar, Haryana, 124507

8570906101 info@atckonlabs.com

Scope List