BIS - LIMS (Laboratory Information Management System)

Rajkot Metlab Services LLP, Rajkot

PL 29 30 Nr Tulip Party Plot, GONDAL ROAD, VAVDI, Rajkot, Rajkot, Gujarat, 360004

9725213602 testing@rajkotlab.com

Scope List

Reset

161 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 2039 : Part 1 to 3 (1991)

Steel tubes for bicycle and cycle rickshaws - Specification (Second Revision)

All Grade / Type / Size / Designation / Class

8850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 5.1 Table 1(Carbon)	-	500	-
Cl. 5.1 Table 1(Silicon)	-	500	-
Cl. 5.1 Table 1(Manganese)	-	500	-
Cl. 5.1 Table 1(Phosphorous)	-	500	-
Cl. 5.1 Table 1(Sulphur)	-	500	-
Cl. 6.1(Workmanship)	-	300	-
Cl. 6.2(Fin Height)	-	300	-
Cl. 6.3(Straightness)	-	300	-
Cl. 8.1(Tensile Strength)	-	1500	-
Cl. 8.1(Yield Strength)	-	1500	-
Cl. 8.1(Elongation)	-	1500	-
Cl. 8.2(Drift Expansion Test- IS 2335)	-	1500	-
Cl. 8.3(Flattening Test-IS 2338)	-	1500	-
Cl. 9(Diameter)	-	500	-
Cl. 9(Thickness)	-	500	-
Cl. 3.2.1, Table 4(Yield Stress)	-	1500	-
Cl. 3.2.1, Table 4(UTS)	-	1500	-
Cl. 3.2.1, Table 4(Elongation)	-	1500	-
Cl. 3.2.2, Table 2(Drift Expansion Test- IS 2335)	-	1500	-
Cl. 3.2.3, Table 3(Flattening Test-IS 2338)	-	1500	-
Cl. 4.2.1(Diameter)	-	500	-
Cl. 4.2.2(Thickness)	-	500	-
Cl. 4.2.3(Length)	-	500	-
Cl. 3.1(Carbon)	-	500	-
Cl. 3.1(Silicon)	-	500	-
Cl. 3.1(Manganese)	-	500	-
Cl. 3.1(Phosphorous)	-	500	-
Cl. 3.1(Sulphur)	-	500	-
Cl. 4.2.1, Table 7(Yield Stress)	-	1500	-
Cl. 4.2.1, Table 7(UTS)	-	1500	-
Cl. 4.2.1, Table 7(Crushing)	-	1000	-
Cl. 4.2.2, Table 8(Drift Expansion Test- IS 2335)	-	1500	-
Cl. 4.2.3, Table 9(Flattening Test-IS 2338)	-	1500	-
Cl. 5.2.1, Table 10(Diameter)	-	500	-
Cl. 5.2.2(Mean Thickness)	-	500	-
Cl. 5.2.3, Table 6(Length)	-	500	-
CL 5.1 TABLE 1(Carbon- IS 228(Part 1))	-	500	-
CL 5.1 TABLE 1(Sulphur- IS 228(Part 9))	-	500	-
CL 5.1 TABLE 1(Phosphorous- IS 228(Part 3))	-	500	-
CL 5.1 TABLE 1(Manganese- IS 228(Part 2))	-	500	-
CL 5.1 TABLE 1(Silicon- IS 228(Part 2))	-	500	-
2.1(General requirements)	-	1000	-
3.2.1(Tensile properties)	-	1500	-
3.2.2(Drift expansion test)	-	1500	-
3.2.3(Flattening test)	-	1500	-
4.1(Dimensions of tubes)	-	500	-
4.2(4.2)	-	500	-
2.1(General requirements)	-	1500	-
5.1, table 1(C Si Mn P S)	-	2500	-
4.2.1(Tensile properties)	-	1500	-
4.2.2(Drift expansion test)	-	1500	-
4.2.3(Flattening test)	-	1500	-
5.1(Dimenion of tube)	-	500	-
5.2(Tolerances)	-	500	-
3.1(General requirements)	-	1000	-
5.1, table 1(C Si Mn P S)	-	2500	-
6(Workmanship)	-	300	-
7(Inspection)	-	100	-
8.1(Tensile test)	-	1500	-
8.2(Drift expansion test)	-	1500	-
8.3(Flattening test)	-	1500	-
10(Selection of tubes for testing)	-	100	-
11(Test certificate & Marking)	-	100	-

12 Jan, 2028

-
included w.e.f 24.02.2026

IS 1284 (2024)

Wrought Aluminium Alloy Bolt and Screw Stock (for General Engineering Purposes) ? Specification ( Third Revision )

All Grade / Type / Size / Designation / Class

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4(General requirements)	-	1000	-
Cl-5(Bolt and screw)	-	1000	-
Cl-6.1, Table-1(Copper)	-	1000	-
Cl-6.1, Table-1(Magnesium)	-	1000	-
Cl-6.1, Table-1(Silicon)	-	1000	-
Cl-6.1, Table-1(Iron)	-	1000	-
Cl-6.1, Table-1(Manganese)	-	1000	-
Cl-6.1, Table-1(Zinc)	-	1000	-
Cl-6.1, Table-1(Titaniumand/ or Other Grain RefiningElements)	-	1000	-
Cl-6.1, Table-1(Chromium)	-	1000	-
Cl-6.1, Table-1(Aluminium)	-	1000	-
Cl-6.2, Table-2(Condition of Test)	-	1000	-
Cl-6.2, Table-2(Diameter mm)	-	1000	-
Cl-6.2, Table-2(0.2 Percent Proof Stress (N/mm 2))	-	2000	-
Cl-6.2, Table-2(Tensile Strength (N/mm 2))	-	2000	-
Cl-7(Diameters and tolerances)	-	500	-
Cl-8.2(Bolt and Screw Stock of Non Heat-Treatable Aluminium Alloys)	-	1000	-
Cl-8.3(Bolt and Screw Stock of Heat-Treatable Aluminium Alloys)	-	1000	-
Cl-9.1(Tensile Test)	-	2000	-
Cl-9.2(Head-Forming Test (Applicable Only to Bolt and Screw Stock 1.60 mm Diameter and Above))	-	2000	-
Cl-11(Marking)	-	100	-
Cl-4(General requirements)	-	1000	-
Cl-5(Bolt and screw)	-	1000	-
Cl-6.1, Table-1(Copper)	-	1000	-
Cl-6.1, Table-1(Magnesium)	-	1000	-
Cl-6.1, Table-1(Silicon)	-	1000	-
Cl-6.1, Table-1(Iron)	-	1000	-
Cl-6.1, Table-1(Manganese)	-	1000	-
Cl-6.1, Table-1(Zinc)	-	1000	-
Cl-6.1, Table-1(Titaniumand/ or Other Grain RefiningElements)	-	1000	-
Cl-6.1, Table-1(Chromium)	-	1000	-
Cl-6.1, Table-1(Aluminium)	-	1000	-
Cl-6.2, Table-2(Condition of Test)	-	1000	-
Cl-6.2, Table-2(Diameter mm)	-	1000	-
Cl-6.2, Table-2(0.2 Percent Proof Stress (N/mm 2))	-	2000	-
Cl-6.2, Table-2(Tensile Strength (N/mm 2))	-	2000	-
Cl-7(Diameters and tolerances)	-	500	-
Cl-8.2(Bolt and Screw Stock of Non Heat-Treatable Aluminium Alloys)	-	1000	-
Cl-8.3(Bolt and Screw Stock of Heat-Treatable Aluminium Alloys)	-	1000	-
Cl-9.1(Tensile Test)	-	2000	-
Cl-9.2(Head-Forming Test (Applicable Only to Bolt and Screw Stock 1.60 mm Diameter and Above))	-	2000	-
Cl-11(Marking)	-	100	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 2004 (1991)

Carbon steel forgings for general engineering purposes - Specification (Third Revision)

All Grade / Type / Size / Designation /Class

10900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(SuppLy of Material)	-	500	-
5(Manufacture)	-	500	-
6.1(Forgings)	-	500	-
6.2(Forging Tolerance)	-	500	-
7.1(Ladle Analysis)	-	5000	-
7.2(Check Analysis)	-	5000	-
7.2(Check Analysis)	-	5000	-
8(Heat Treatment)	-	4000	-
9.1(Tensile Test)	-	4000	-
9.1 Table - 2 (i)(Tensile Strength Min (MPa))	-	4000	-
9.1 Table - 2 (ii)(Yield Strength Min (MPa))	-	4000	-
9.1 Table - 2 (iii)(Elongation Min, Percent)	-	4000	-
9.1 Table - 2 (iv)(Hardness, percent)	-	3000	-
9.1 Table - 2 (v)(Normaling Temperature)	-	3000	-
12.1.2(Bend Test)	-	3000	-
14(Marking)	-	100	-
4(SuppLy of Material)	-	-	-
5(Manufacture)	-	-	-
6.1(Forgings)	-	-	-
6.2(Forging Tolerance)	-	-	-
7.1(Ladle Analysis)	-	-	-
7.2(Check Analysis)	-	-	-
7.2(Check Analysis)	-	-	-
8(Heat Treatment)	-	-	-
9.1(Tensile Test)	-	-	-
9.1 Table - 2 (i)(Tensile Strength Min (MPa))	-	-	-
9.1 Table - 2 (ii)(Yield Strength Min (MPa))	-	-	-
9.1 Table - 2 (iii)(Elongation Min, Percent)	-	-	-
9.1 Table - 2 (iv)(Hardness, percent)	-	-	-
9.1 Table - 2 (v)(Normaling Temperature)	-	-	-
12.1.2(Bend Test)	-	-	-
14(Marking)	-	-	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 4123 (2024)

CHAIN PIPE WRENCHES â SPECIFICATION (second revision)

Up to Nominal Size 250 mm

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4 Table 1(Dimensions- L)	-	500	For All Dimension = 500
Dimensions- L1(Dimensions- L1)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- E)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- D)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- T)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- D1)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- T1)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- Length)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- Pitch)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- Breaking load)	-	5000	For Breaking Load = 5000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Carbon)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Silicon)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Manganese)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Sulphur)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Phosphorus)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Chromium)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Vanadium)	-	1000	For All Chemical Tests = 1000
Cl 6(Hardness)	-	1500	-
Cl 7.1(Construction-Breaking Load)	-	5000	For Breaking Load = 5000
Cl 7.2(Construction-Handle)	-	1000	-
Cl 7.3(Construction-Jaws)	-	1000	-
Cl 7.4(Construction-Chain)	-	1000	-
Cl 8(Workmanship and Finish)	-	1000	-
Cl 10(Torque test)	-	5000	-
Cl 4 Table 1(Dimensions- L)	-	500	For All Dimension = 500
Dimensions- L1(Dimensions- L1)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- E)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- D)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- T)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- D1)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- T1)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- Length)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- Pitch)	-	500	For All Dimension = 500
Cl 4 Table 1(Dimensions- Breaking load)	-	5000	For complete Breaking Load = 5000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Carbon)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Silicon)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Manganese)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Sulphur)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Phosphorus)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Chromium)	-	1000	For All Chemical Tests = 1000
Cl 5.2 Table 3(Chemical composition of Steel Grades- Vanadium)	-	1000	For All Chemical Tests = 1000
Cl 6(Hardness)	-	1500	-
Cl 7.1(Construction-Breaking Load)	-	5000	For complete Breaking Load = 5000
Cl 7.2(Construction-Handle)	-	1000	-
Cl 7.3(Construction-Jaws)	-	1000	-
Cl 7.4(Construction-Chain)	-	1000	-
Cl 8(Workmanship and Finish)	-	1000	-
Cl 10(Torque test)	-	5000	-

12 Jan, 2028

-
Included w.e.f 10.12.2025

IS 456 (2000)

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

All Grade Designation

3450 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 (iii)-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)	-	1500	-
16.1(Compressive Strength of Individual Samples )	-	1500	-
16.1(Compressive Strength of Individual Samples )	-	1500	-
16.1(Compressive Strength of Individual Samples )	-	1500	-
Clause 5.4(Description)	-	100	-
5.1(Cement)	-	10000	-
5.2(Mineral Admixtures)	-	10000	-
5.3(Aggregates)	-	10000	-
5.6(Reinforcement)	-	10000	-
5.7(Storage of Materials)	-	100	-
7(Workability of Concrete)	-	1000	-
8(Durability of concrete)	-	1000	-
9(Concrete mix proportioning)	-	1000	-
16.2(Flexural Strength)	-	1000	-
17.4(Core test)	-	1000	-
cl 5.4.4.3(Initial Setting Time)	-	1000	-
cl 5.4.4.3(Initial Setting Time)	-	1000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 13757 (1993)

Burnt Clay Fly Ash Building Bricks-specification

All Grade / Type / Size / Designation / Class

11250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(GENERAL QUALITY)	-	2000	-
6.1(Dimensions)	-	3000	-
6.2(Tolerances)	-	1000	-
7.1(Compressive Strength)	-	5000	-
7.2(Water Absorption)	-	2000	-
7.3(Efforescence)	-	4000	-
9(Marking)	-	2000	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 9103 (1999)

Specification for Concrete Admixtures -

All Type

32500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 9, Table- 2(Dry material content )	-	1000	-
Clause 9, Table- 2(Ash content)	-	1000	-
Clause 9, Table- 2(Relative density)	-	1000	-
Clause 9, Table- 2(Chloride ion content)	-	1000	-
Clause 9, Table- 2( pH)	-	1000	-
Clause 9, Table- 2(Dry material content )	-	1000	-
Clause 9, Table- 2(Ash content)	-	1000	-
Clause 9, Table- 2(Relative density)	-	1000	-
Clause 9, Table- 2(Chloride ion content)	-	1000	-
Clause 9, Table- 2( pH)	-	1000	-
Cl 4, Table 1A(Slump)	-	1000	-
Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	1000	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	1000	-
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	1000	-
Cl 4, Table 1 B(Flow)	-	1000	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	1000	-
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	1000	-
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	1000	-
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	1000	-
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	1000	-
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	1000	-
Cl 4, Table 1A(Loss of workability)	-	1000	-
Cl 4, Table 1A(Air content (%), Max, over control)	-	1000	-
Cl 4, Table 1 B(Loss of workability on standing)	-	1000	-
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	1000	-
Clause 4, Table 1B, SI no. (iii) (1 year minimum compressive strength, percent of control mix concrete)	-	1000	-
Clause 4, Table 1B, SI no. (iii) (6 months minimum compressive strength, percent of control mix concrete)	-	1000	-
Clause 4, Table 1B, SI no. (iii) (28 days minimum compressive strength, percent of control mix concrete)	-	1000	-
Clause 4, Table 1B, SI no. (iii) (7 days minimum compressive strength, percent of control mix concrete)	-	1000	-
Clause 4, Table 1A, SI no. (v) (28 days flexural strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (v) (7 days flexural strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (v) (3 days flexural strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iv) (1 year compressive strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iv) (6 months compressive strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iv) (28 days compressive strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iv) (7 days compressive strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iv) (3 days compressive strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iv) (1 day compressive strength, percent of control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	1000	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	1000	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	1000	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	1000	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	1000	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days)	-	1000	-
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	1000	-
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	1000	-
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	1000	-
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	1000	-
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	1000	-
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	1000	-
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	1000	-
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	1000	-
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	1000	-
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	1000	-
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	1000	-
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	1000	-
Clause 9, Table- 2(Dry material content )	-	-	-
Clause 9, Table- 2(Ash content)	-	-	-
Clause 9, Table- 2(Relative density)	-	-	-
Clause 9, Table- 2(Chloride ion content)	-	-	-
Clause 9, Table- 2( pH)	-	-	-
Clause 9, Table- 2(Dry material content )	-	-	-
Clause 9, Table- 2(Ash content)	-	-	-
Clause 9, Table- 2(Relative density)	-	-	-
Clause 9, Table- 2(Chloride ion content)	-	-	-
Clause 9, Table- 2( pH)	-	-	-
Cl 4, Table 1A(Slump)	-	-	-
Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	-	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	-	-
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	-	-
Cl 4, Table 1 B(Flow)	-	-	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	-	-
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	-	-
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	-	-
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	-	-
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	-	-
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	-	-
Cl 4, Table 1A(Loss of workability)	-	-	-
Cl 4, Table 1A(Air content (%), Max, over control)	-	-	-
Cl 4, Table 1 B(Loss of workability on standing)	-	-	-
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	-	-
Clause 4, Table 1B, SI no. (iii) (1 year minimum compressive strength, percent of control mix concrete)	-	-	-
Clause 4, Table 1B, SI no. (iii) (6 months minimum compressive strength, percent of control mix concrete)	-	-	-
Clause 4, Table 1B, SI no. (iii) (28 days minimum compressive strength, percent of control mix concrete)	-	-	-
Clause 4, Table 1B, SI no. (iii) (7 days minimum compressive strength, percent of control mix concrete)	-	-	-
Clause 4, Table 1A, SI no. (v) (28 days flexural strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (v) (7 days flexural strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (v) (3 days flexural strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iv) (1 year compressive strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iv) (6 months compressive strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iv) (28 days compressive strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iv) (7 days compressive strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iv) (3 days compressive strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iv) (1 day compressive strength, percent of control sample)	-	-	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	-	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	-	-
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	-	-
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	-	-
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	-	-

12 Jan, 2028

-
Included w.e.f 06.01.2026 4, Table 1A (Length Change percent Increase over control Sample 1 year)

IS 2191 : Part 1 (2022)

WOODEN FLUSH DOOR SHUTTERS CELLULAR TUBULAR AND HOLLOW CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Fifth Revision

All Grade / Type / Size / Designation / Class

28100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes)	-	2000	-
Cl-6.1.1(Species of timber)	-	1000	-
Cl-6.3(Cross-Bands)	-	1000	-
Cl-6.4.1(Commercial face veneers)	-	1000	-
Cl-6.4.2(Decorative face veneers)	-	1000	-
Cl-6.7(Particle Board)	-	1000	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	1000	-
Cl-11.1(Dimensions and Squareness Test)	-	5000	-
Cl-11.2(General Flatness Test)	-	5000	-
Cl-11.3(Local Planeness Test)	-	5000	-
Cl-11.4(Impact Indentation Test)	-	5000	-
Cl-11.5(Flexure Test)	-	5000	-
Cl-11.6(Edge Loading Test)	-	5000	-
Cl-11.7(Shock Resistance Test)	-	5000	-
Cl-11.8(Buckling Resistance Test)	-	5000	-
Cl-11.9(Slamming Test)	-	5000	-
Cl-11.10(Misuse Test)	-	5000	-
Cl-11.11(Varying Humidity Test)	-	5000	-
Cl-11.12(End Immersion Test)	-	5000	-
Cl-11.13(Knife Test)	-	5000	-
Cl-11.14(Glue Adhesion Test)	-	5000	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	5000	-
Cl-12.2(Sample Size)	-	5000	-
Cl-14(Marking)	-	5000	-
Cl-6.1.2(Moisture content of timber)	-	5000	-
Cl-9(Workmanship and Finish)	-	5000	-
Cl-6.1.3(Defects)	-	3000	-
Cl-6.2(Plywood)	-	3000	-
Cl-6.5(Cross-bands and face veneers)	-	3000	-
Cl-6.6(Adhesives)	-	2000	-
Cl-7(Construction)	-	2000	-
Cl-8(Fittings)	-	2000	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 2185 : Part 2 (1983)

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

All Grade / Type / Size / Designation

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	2500	-
8.6(Drying shrinkage)	-	2500	-
8.5, Table 1(Water Absorption)	-	1000	-
8.4, Table 1(Compressive strength)	-	2500	-
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)	-	2500	-
8.5(Water Absorption)	-	2500	-
8.6(Drying Shrinkage)	-	2500	-
8.7(Moisture Movement)	-	2500	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 2185 : Part 1 (2005)

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

All

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	5000	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	3000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	3000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	3000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	3000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	3000	-
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)	-	3000	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	5000	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	5000	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	5000	-
15(Marking)	-	1000	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 14912 (2001)

Door closers, concealed type (Hydraulically Regulated) - Specification

All

18800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(NOMINAL SIZES)	-	1000	-
6 table 2(material)	-	2000	-
7.2(CLOSING TIME)	-	2000	-
8.1(FINISH)	-	2000	-
8.2.2(FINISH)	-	2000	-
13.3.1 table 3(For Construction, Finish, Dimensions, Interchangeability of Parts and Performance Tests)	-	2000	-
13.3.2(Endurance Test)	-	5000	-
Clause 5(Nominal size)	-	100	-
Clause 6 Table 2(i)(Non-Porous body)	-	1000	-
Clause 6 Table 2(ii)(Piston)	-	1000	-
Clause 6 Table 2(iii)(End plug)	-	1000	-
Clause 6 Table 2(iv)(Main spring inner spring)	-	1000	-
Clause 6 Table 2(v)(Regulating valve packing)	-	1000	-
Clause 6 Table 2(vi)(Regulating valve)	-	1000	-
Clause 6 Table 2(vii)(All weather resistant homogenous high viscosity hydraulic fluid)	-	1000	-
Clause 6 Table 2(viii)(Top and bottom bearing bush)	-	1000	-
Clause 6 Table 2(ix)(Pinion)	-	1000	-
Clause 6 Table 2(x)(Top guide nut)	-	1000	-
Clause 6 Table 2(xi)(Shaft seal)	-	1000	-
Clause 6 Table 2(xii)(Seal retaining ring)	-	1000	-
Clause 6 Table 2(xiii)(Aluminium sheet cover )	-	1000	-
Clause 6 Table 2(xiv)(Holding plate)	-	1000	-
Clause 6 Table 2(xv)(Main arm)	-	1000	-
Clause 6 Table 2(xvi)(Nvlon runner)	-	1000	-
Clause 7(As per Table 1)	-	1000	-
Clause 8(Finish )	-	2000	-
Clause 9(Test )	-	1000	-
Clause 10(Marking)	-	1000	-
Clause 11(Packing)	-	1000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 13801 (2013)

Chequered Cement Concrete Tiles -

All

8650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	500	-
Cl 12.1(Concavity & Convexity )	-	500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	1000	-
Cl 12.6(Resistance to wear)	-	2500	-
Cl 11(Finish)	-	1000	-
Annex G3.1(Aluminium oxide content)	-	1000	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	1000	-
Cl 12.6(Resistance to wear)	-	2500	-
Cl 11(Finish)	-	500	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	500	-
Cl 12.1(Concavity & Convexity )	-	500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	1000	-
Cl 12.6(Resistance to wear)	-	2500	-
Cl 11(Finish)	-	500	-
Cl 11(Finish)	-	500	-
Cl 12.6(Resistance to wear)	-	2500	-
Cl 12.5(Wet transverse strength)	-	1000	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.1(Concavity & Convexity )	-	500	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	500	-
8.3(Thickness of wearing layer)	-	500	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	-	-
Cl 12.1(Concavity & Convexity )	-	-	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	-	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	-	-
Cl 12.4(Water absorption)	-	-	-
Cl 12.5(Wet transverse strength)	-	-	-
Cl 12.6(Resistance to wear)	-	-	-
Cl 11(Finish)	-	-	-
Annex G3.1(Aluminium oxide content)	-	-	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	-	-
Cl 12.1(Concavity & Convexity )	-	-	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	-	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	-	-
Cl 12.4(Water absorption)	-	-	-
Cl 12.5(Wet transverse strength)	-	-	-
Cl 12.6(Resistance to wear)	-	-	-
Cl 11(Finish)	-	-	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	-	-
Cl 12.1(Concavity & Convexity )	-	-	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	-	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	-	-
Cl 12.4(Water absorption)	-	-	-
Cl 12.5(Wet transverse strength)	-	-	-
Cl 12.6(Resistance to wear)	-	-	-
Cl 11(Finish)	-	-	-
Cl 11(Finish)	-	-	-
Cl 12.6(Resistance to wear)	-	-	-
Cl 12.5(Wet transverse strength)	-	-	-
Cl 12.4(Water absorption)	-	-	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	-	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	-	-
Cl 12.1(Concavity & Convexity )	-	-	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	-	-
8.3(Thickness of wearing layer)	-	-	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

All

15150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	1000	-
3(Type/Shape of Cover)	-	1000	-
4.4(Reinforcement)	-	1000	-
4.4(Reinforcement)	-	1000	-
4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres)	-	1000	-
4.5(Steel Fibres - The aspect ratio of the tibres)	-	1000	-
5.2 and Table 1(Dimensions of Frame - A)	-	500	-
5.2 and Table 1(Dimensions of Frame - B)	-	500	-
5.2 and Table 1(Dimensions of Frame - C)	-	500	-
5.2 and Table 1(Dimensions of Frame - D)	-	500	-
5.2 and Table 1(Dimensions of Frame - E)	-	500	-
5.2 and Table 1(Dimensions of Frame - F)	-	500	-
5.2(Dimensions of cover- Diameter)	-	500	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	500	-
5.2(Top surface ofthe frame and cover is in level)	-	500	-
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover)	-	500	-
5.2 and Fig 1(Clear cover to reinforcement)	-	500	-
5.2 and Fig 1(Distance of housing from the edge)	-	500	-
7.4.1(Edge Protection and Finishing - Frame)	-	500	-
7.4.1(Edge Protection and Finishing - Frame)	-	500	-
7.4.1(Edge Protection and Finishing - Frame)	-	500	-
7.4.1(Edge Protection and Finishing - Frame)	-	500	-
7.4.2(Edge Protection and Finishing - Cover)	-	500	-
7.4.2(Edge Protection and Finishing - Cover)	-	500	-
7.4.2(Edge Protection and Finishing - Cover)	-	500	-
7.4.2(Edge Protection and Finishing - Cover)	-	500	-
8(LIFTING HOOKS)	-	500	-
8(LIFTING HOOKS)	-	500	-
9.1(General)	-	500	-
9.3 and Table and Annex C(Load Test)	-	4000	-
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	500	-
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	500	-
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	500	-
Clause No. 9.3 Annex C(Permanent set of cover)	-	2000	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	2000	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	5000	-
Clause No. 8(Lifting Device)	-	500	-
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	500	-
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	500	-
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	500	-
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	500	-
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	500	-
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	500	-
Clause No. 6(Design)	-	500	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	1000	-
Cl 12.7(Resistance to wear)	-	2000	-
Cl 11(Suface Finish)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	500	-
Cl 12.6(Wet transverse strength )	-	1000	-
Cl 12.7(Resistance to wear)	-	2000	-
Cl 11(Suface Finish)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	500	-
Cl 12.6(Wet transverse strength )	-	1000	-
Cl 12.7(Resistance to wear)	-	2000	-
Cl 11(Suface Finish)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	1000	-
Cl 12.7(Resistance to wear)	-	2000	-
Cl 11(Suface Finish)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	2000	-
Cl 12.7(Resistance to wear)	-	2000	-
Cl 11(Suface Finish)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	1000	-
Cl 12.7(Resistance to wear)	-	2000	-
Cl 11(Suface Finish)	-	500	-
Cl 11(Suface Finish)	-	500	-
Cl 12.7(Resistance to wear)	-	1000	-
Cl 12.6(Wet transverse strength )	-	2000	-
Cl 12.5(Water absorption)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 11(Suface Finish)	-	-	-
Cl 12.7(Resistance to wear)	-	-	-
Cl 12.6(Wet transverse strength )	-	-	-
Cl 12.5(Water absorption)	-	-	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	-	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	-	-
Cl 12.2(Concavity & Convexity )	-	-	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	-	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 383 (2016)

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

All

12900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
5.4.3(b)( Aggregate Abrasion Value)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
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)	-	500	-
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)	-	500	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	500	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	500	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	500	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	500	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	500	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	500	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	500	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	500	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	500	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	500	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	500	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	500	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	500	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	500	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	500	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	500	-
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))	-	2000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	2000	-
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))	-	500	-
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))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	500	-
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))	-	2000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	2000	-
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))	-	2000	-
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))	-	500	-
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)	-	2000	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
5.5(Soundness By Magnesium Sulphate)	-	2000	-
7.2(Moisture Content)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
5.3(Elongation Index)	-	500	-
5.3(Flakiness Index)	-	500	-
5.6(Alkali Agregate Reaction )	-	2000	-
5.7 table 3(WaterAbsorption)	-	500	-
5.7 table 3(Specific Gravity)	-	500	-
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	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 1570 : Part 2 (1979)

Schedules for wrought steels: Part 2 carbon steels (Unalloyed Steels)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table-2Table-3,Table-4,Table-5,Table-6,Table-7,Table-8(Izod Impact value,Min)	-	3500	-
Table-2Table-3,Table-4,Table-5,Table-6,Table-7,Table-8(Elongation)	-	4000	-
Table-2Table-3,Table-4,Table-5,Table-6,Table-7,Table-8(Yield strength, Min)	-	4500	-
Table-2Table-3,Table-4,Table-5,Table-6,Table-7,Table-8(Tensile strength)	-	4000	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 15582 (2018)

Hexagon Bolts with Flange - Small Series - Product Grade A with Driving Feature of Product Grade B ( First Revision)

25400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	1500	-
4(Specifications and reference standards)	-	1000	-
4-Table 2(General requirements)	-	1000	-
4-Table 2(Thread)	-	4000	-
4-Table 2(Mechanical properties)	-	6500	-
4-Table 2(Tolerances)	-	4000	-
4-Table 2(Finish — Coating)	-	5000	-
4-Table 2(Surface integrity)	-	4000	-
4-Table 2(Acceptability)	-	1000	-
5(Designation)	-	1000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 15581 (2018)

Hexagon nuts with flange, style 2 - Coarse thread (First Revision)

25400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	1500	-
4(Requirements and reference International Standards)	-	1500	-
4-Table 2(General requirements)	-	1500	-
4-Table 2(Thread)	-	4500	-
4-Table 2(Mechanical properties)	-	6500	-
4-Table 2(Tolerance)	-	4500	-
4-Table 2(Finish — Coating)	-	5000	-
4-Table 2(Surface integrity)	-	4500	-
4-Table 2(Acceptability)	-	1000	-
5(Designation)	-	1000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 14650 (1999)

Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling purposes - Specificaation

8200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Carbon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Manganese- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Silicon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Nitrogen- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Aluminium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Titanium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Vanadium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Nickel- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Chromium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Copper- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Molybdenum- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6(Niobium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
9 & 10(Dimensions and Tolerances )	-	300	-
11(Freedom from Defects )	-	300	-
12(Macro-examination )	-	500	-
12(Sulphur Print Tests )	-	500	-
Cl. 6.1(Nitrogen)	-	500	-
Cl. 6.1(Niobium)	-	500	-
Cl. 6.1(Titanium)	-	500	-
Cl. 6.1(Copper)	-	500	-
Cl. 6.1(Aluminium)	-	500	-
Cl. 6.1(Molybdenum)	-	500	-
Cl. 6.1(Chromium)	-	500	-
Cl. 6.1(Vanadium)	-	500	-
Cl. 6.1(Nickel)	-	500	-
Cl. 6.1(Manganese)	-	500	-
Cl. 6.1(Silicon)	-	500	-
Cl. 6.1(Carbon)	-	500	-
6("Total content of elements (Cr+Cu+Ni+Mo+P)-IS:228 ")	-	500	-
6(Micro alloying elements (Nb+V+Ti+B))	-	500	-
11.4 (i)(Bend)	-	1500	-
11.4 (ii)(Out of Square)	-	500	-
11.4 (iii)(Scarfing pits)	-	500	-
5(Manufacture)	-	100	-
13(Marking)	-	100	-
6(Sulphur + Phosphorus - IS:228)	-	500	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 14394 (1996)

Industrial fasteners - Hexagon nuts of product grade C - Hot - Dip galvanized - Specification (Size Range M12 To M36)

9900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	500	-
4(General Requirement)	-	500	-
4(Thread)	-	1500	-
4(Mechanical properties)	-	4500	-
4(Tolerances)	-	1500	-
4(Surface finish)	-	3500	-
4(Acceptability)	-	500	-
5.1(Proof loadvalues)	-	1500	-
6(Designation)	-	500	-
7(Marking)	-	500	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 13724 (2018)

Hexagon thin nuts chamfered (Style 0) with metric fine pitch thread - Product grades A and B (Second Revision)

24100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	1000	-
4(Requirements and reference International Standards)	-	1000	-
4-Table 3(General requirements)	-	1000	-
4-Table 3(Thread)	-	4500	-
4-Table 3(Mechanical properties)	-	6000	-
4-Table 3(Tolerance)	-	4500	-
4-Table 3(Finish — Coating)	-	5000	-
4-Table 3(Surface integrity)	-	4500	-
4-Table 3(Acceptability)	-	1000	-
5(Designation)	-	1000	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 13723 (2018)

Hexagon High Nuts (Style 2) With Metric Fine Pitch Thread - Product Grades A and B (Second Revision)

24100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	1000	-
4(Requirements and reference International Standards)	-	1000	-
4-Table 3(General requirements)	-	1000	-
4-Table 3(Thread)	-	4500	-
4-Table 3(Mechanical properties)	-	6000	-
4-Table 3(Tolerance)	-	4500	-
4-Table 3(Finish — Coating)	-	4500	-
4-Table 3(Surface integrity)	-	4500	-
4-Table 3(Acceptability)	-	1000	-
5(Designation)	-	1000	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 1029 (1970)

Specification for hot-rolled steel strip (Baling) (First Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Sulphur -IS 228 or method specified in relevant ISO standard)	-	1500	-
Cl.4(Phosphorus -IS 228 or method specified in relevant ISO standard)	-	1500	-
5.2(Tensile Test-1608:Part 1)	-	2500	-
5.2(Tensile Strength, Mpa)	-	2500	-
5.2(Elongation, %)	-	2500	-
5.3(Bend Test-1599)	-	3000	-
7.1(Freedom from defects)	-	1500	-
8.2(Width)	-	1000	-
8.2(Thickness)	-	1000	-
9.1(Finishing & Packing)	-	1000	-
10(Marking)	-	1000	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 18471 (2025)

Fasteners - Drilling Screws with Tapping Screw Thread - Specification (first revision)

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause. 4.0(Dimenssions.)	-	3000	-
Clause. 4.0(Thread size.)	-	5000	-
Clause. 4.0(Length)	-	3000	-
Clause.5.0(Dimenssions.)	-	3000	-
Clause.6.1(Steel drilling screws)	-	7500	-
Clause. 6.2(Stainless steel Drilling Screws)	-	7500	-
Clause. 7.0(Thhreads)	-	5000	-
Clause. 8.0(Tolerance)	-	5000	-
Clause 9.0(Finish(coating))	-	5000	-
Clause.10(Designation)	-	500	-
Clause.10(Marking)	-	500	-

12 Jan, 2028

-
Included w.e.f 06.01.2026

IS 7486 (2018)

Raised countersunk head screws (Common Head Style) with type H or type Z cross recess - Product grade A (Third Revision)

All Grade / Type / Size / Designation / Class

18350 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	500	-
4, table 2(Material)	-	250	-
4, table 2(General requirements)	-	250	-
4, table 2(Thread)	-	4500	-
4, table 2(Mechanical property)	-	6000	-
4, table 2(Tolerances)	-	4500	-
4, table 2(Cross recess)	-	250	-
4, table 2(Finish - coating)	-	4500	-
4, table 2(Surface integrity)	-	4000	-
4, table 2(Acceptability)	-	250	-
5(Designation)	-	250	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 7483 (2018)

Pan Head Screws With Type H or Type Z Cross Recess - Product Grade A (Third Revision)

All Grade / Type / Size / Designation / Class

19650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Dimensions)	-	800	-
4, table 2(Material)	-	500	-
4, table 2(General requirements)	-	500	-
4, table 2(Thread)	-	3500	-
4, table 2(Mechanical property)	-	6000	-
4, table 2(Tolerances)	-	3500	-
4, table 2(Cross recess)	-	250	-
4, table 2(Finish - coating)	-	4000	-
4, table 2(Surface integrity)	-	4000	-
4, table 2(Acceptability)	-	250	-
5(Designation)	-	250	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 7902 (2001)

Aluminium alloy forging stock and forgings (Alloy 24345) for aerospace applications - Specification (First Revision)

19900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(MANUFACTURE)	-	150	-
6(FREEDOM FROM DEFECTS)	-	500	-
7 table 1(CHEMICAL COMPOSITION)	-	3500	-
8.1(Forging Stocks)	-	150	-
8.2(Forgings)	-	150	-
9(HEAT TREATMENT)	-	150	-
10.1(Tensile Test)	-	1500	-
10.2(Hardness)	-	1500	-
11(DIMENSIONS AND TOLERANCES)	-	500	-
12.1(Inspection and Testing)	-	4500	-
12.2.1(Ultrasonic test)	-	1000	-
12.2.1(Dye Penetrant Test)	-	1000	-
12.2.2(Macro and Micro-Examination)	-	1000	-
13(RETEST)	-	1000	-
Cl.7(Copper - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Magnesium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Manganese - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Titanium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Titanium+Zirconium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Iron - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Zinc - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Tin - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Chromium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Nickel - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Lead - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Copper - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Magnesium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Silicon - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Manganese - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Titanium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Titanium+Zirconium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Iron - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Zinc - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Tin - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Chromium - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Nickel - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.7(Nickel - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
6(Freedom from defect)	-	500	-
10.1(Tensile strength)	-	1500	-
10.1(0.2 % proof stress)	-	1500	-
10.1(Elongation)	-	1500	-
10.2(Hardness Test)	-	1500	-
11(Dimensions and Tolerance)	-	500	-
6(Freedom from defect)	-	500	-
10.1(Tensile strength)	-	1500	-
10.1(0.2 % proof stress)	-	1500	-
10.1(Elongation)	-	1500	-
10.2(Hardness Test)	-	1500	-
11(DIMENSIONS AND TOLEF&WtCES)	-	500	-

12 Jan, 2028

-
Included w.e.f 08.12.2025

IS 1930 (2003)

Woodworking tools - Chisels and gouges (Third Revision)

All Grade / Type / Size / Designation / Class

29300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Firmer chisels with tang, bevelled and plain (long type))	-	29300	-
3.2(Butt chisels with tang, bevelled and plain (short type))	-	29300	-
3.3(Firmer gouges)	-	29300	-
4.1.1(Material)	-	29300	-
4.1.2(Cutting edge)	-	29300	-
4.1.3(Bolster and neck)	-	29300	-
4.1.4(Tang)	-	29300	-
4.1.5(Finish)	-	29300	-
4.2.1(Shape(Handle))	-	29300	-
4.2.2(Material (Handle))	-	29300	-
4.2.3(Handle fixing to blade (Handle))	-	29300	-
5.1.1(Test for soundness)	-	29300	-
5.1.2(Bending test (chisels))	-	29300	-
5.2(Test for strength of handle)	-	29300	-

12 Jan, 2028

-
Included w.e.f 31.12.2025

IS 4003 : Part 1 (2024)

Pipe Wrenches - Specification Part 1 General Purpose(Second revision)

All Grade / Type / Size / Designation / Class

24500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause. 4.0(Dimensions)	-	3000	-
Clause.5.0(Carbon)	-	2000	-
Clause.5.0(Sulphur)	-	2000	-
Clause.5.0(Phosphorus)	-	2000	-
Clause.5.0(Niobium)	-	2000	-
Clause.5.0(Vanadium)	-	2000	-
Clause.5.0(Nickel)	-	2000	-
Clause.5.0(Molybdenum)	-	2000	-
Clause.5.0(Chromium)	-	2000	-
Clause.5.0(Silicon)	-	2000	-
Clause.5.0(Manganese)	-	2000	-
Clause.6.0(Hardness)	-	2000	-
Clause.7.0(Manufacture)	-	2000	-
Clause.7.1(Handle)	-	2000	-
Clause.7.2(Movable Jaws)	-	2000	-
Clause.7.3(Adjusting Nut)	-	2000	-
Clause.7.4(Frame)	-	2000	-
Clause.7.5(Hinge Pin)	-	2000	-
Clause.7.6(Spring)	-	2000	-
Clause.8.0(Workmanship & finish)	-	2000	-
Clause.9.0(Operation)	-	2000	-
Clause.10.0(Sampling)	-	2000	-
Clause.11.0(Tests)	-	5000	-
Clause.11.1(Static Load Test)	-	7000	-
Clause.11.2(Static-Shock Load Test)	-	7000	-
Clause.12.0(Designation)	-	1000	-
Clause.13(Marking)	-	1000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 18476 (2023)

Fasteners ï¿½ Hexagon Washer Head Drilling Screws with Tapping Screw Thread

All Grade / Type / Size / Designation / Class

12650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause. 4.0(Dimenssions.)	-	1500	-
Clause. 4.0(Thread size.)	-	1500	-
Clause. 4.0(Length)	-	1500	-
Clause. 5.0(Material)	-	1000	-
Clause. 5.0(Thread)	-	3500	-
Clause. 5.0(Tolerances)	-	3500	-
Clause. 5.0(Mechnical and functional properties.)	-	5000	-
Clause. 5.0(Finish)	-	3500	-
Clause. 5.0(Acceptability)	-	1000	-
Clause.6.0(Designation)	-	1000	-
Clause.6.0(Marking)	-	1000	-

12 Jan, 2028

-
Included w.e.f. 13.11.2025

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Bureau of Indian Standards

The National Standards Body of India

Rajkot Metlab Services LLP, Rajkot

PL 29 30 Nr Tulip Party Plot, GONDAL ROAD, VAVDI, Rajkot, Rajkot, Gujarat, 360004

9725213602 testing@rajkotlab.com

Scope List