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

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147 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

All Grade / Type / Size / Designation / Class

14900 View breakup
-

Clause No.	Exclusion	Remark
Cl-5.1(Classification by appearance)	-	-
Cl-5.2, Table- 1 (i)(Blister)	-	-
Cl-5.2, Table- 1 (ii)(Checks)	-	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	-
Cl-5.2, Table- 1 (iv)(Dote)	-	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	-
Cl-5.2, Table- 1 (vi)(Joints)	-	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	-
Cl-5.2, Table- 1 (xi)(Patches)	-	-
Cl-5.2, Table- 1 (xii)(Splits)	-	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	-
Cl-6.1(Timber)	-	-
Cl-6.2(Adhesive)	-	-
Cl-7.2.1(Thickness of veneers)	-	-
Cl-7.2.3(Grain Direction)	-	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	-
Cl-7.2.5.2(Splits)	-	-
Cl-7.2.5.3(Overlap)	-	-
Cl-8.1(Dimensions -length)	-	-
Cl-8.2(Thickness of the plywood boards)	-	-
Cl-8.3(Squareness)	-	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	-
Cl-11.3.2(Mycological Test)	-	-
Cl-11.4(Moisture Content)	-	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	-
Cl-11.6(Formaldehyde Content Test)	-	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	-
Cl-9(WORKMANSHIP AND FINISH)	-	-
Cl-7.2.4(Scarf Joints)	-	-
Cl. 4(Grades)	-	-
Cl.5.1(Type based on classification by appearance)	-	-
Cl.5.2(Quality Requirements of Plywood for General Purposes)	-	-
Cl.8.1(Dimensions -width)	-	-
Cl.8, 8.3 & Annex C(Edge Straightness)	-	-
Cl.8, 8.3 & Annex C(Edge Squareness)	-	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	-
Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	-
Cl-8.3(Edge Straightness)	-	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	-
Cl-13(Marking)	-	-

12 Jan, 2028

-
Included w.e.f 14.01.2026 Exclusion: Cl-11.7 (Steady-State Formaldehyde Emission Test)

IS 9281 : Part 3 (1981)

Specification for electronic weighing systems: Part 3 requirements

Upto and including 700 Kg

20800 View breakup
-

Clause No.	Exclusion	Remark
3.1 Table 1 Sl. No.1(Model No. - - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.2(Serial No. - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.3(Rated Load ( RL ) - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.4(Mode of operation Compression/tension/ universal -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.5(Input resistance / impedance - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.6(Output resistance / impedance -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.7(Input voltage/current - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.8(Input voltage/current (Max) - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.9(Overload, safe - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.10(Overload, ultimate - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.11(Accuracy - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.12(Rated output voltage - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.13(Tolerance on rated output -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.14(No load output - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.15(Drift in no load output (zero drift ) after 1 hour of warm-up -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.16(Instability of RO after warm-up period of 1 hour -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.17(Non-linearity ( whereever applicable )- IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.18(Hysteresis (wherever applicable) -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.19(Non-repeatability of zero output -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.20(Non-repeatability of rated output - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.21(Creep at rated load after 30 minutes -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.22(Creep recovery after 10 minutes - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.23(Side load, safe -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.24(Side load, ultimate -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.25(Side load error for 10 percent RL -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.26(Concentric angular loading error At 1° inclination -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.27(Concentric angular loading eror At 3° inclination -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.28(Eccentric loading error (at 1 mm of eccentricity) -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.29(Eccentric angular loading error 1 mm eccentricity and 1° inclination - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.30(1 mm eccentricity and 3° inclination - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.31(Temperature range CompessatedIS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.32(Temperature range Usable -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.33(Temperature effect on no load output -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.34(Temperature effect on rated output - IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.35(Deflection at the rated load -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.36(Insulation resistance -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.37(Shunt calibration output ( wherever applicable ) -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.38(Tolerance on shunt calibration -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.39(Humidity -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.40(Effect of radiation^ vibrationand corrosion -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.41(Electrical connection -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.42(Dimensions, weight -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.43(Casing material -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.44(Surface finish/protection/ type sealing -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.45(Mounting details and outline drawing -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 1 Sl. No.46(Manufacturer's name and address -IS : 9281 ( Part III )-1981)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.1(Rated load -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.2(Accuracy -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.3(Transducer excitation and distortion/regulation -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.4(Non-linearity -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.5(Drift of no-load output with temperature -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.6(Drift of no-load output with time after 1 h -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.7(Drift of full scale output with time after 1 h -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.8(Internal calibration -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.9(Number of scale division -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.10(Resolution -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.11(Tare provision -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.12(Display -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.13(Recording -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.14(Speed of measurement- IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.15(Overload indication -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.16(Response to full scale -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.17(Operating temperature -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.18(Warm up periods -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.19(Weight IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.20(Dimensions -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.21(Environmental condition -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.22(Operating voltage and frequency -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
3.1 Table 2 Sl. No.23(Tolerance on operating voltage -IS : 9281 ( Part II )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4(MARKING IS : 9281 ( Part III )-1981)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4.1 -a)(Model designation and serial number IS : 9281 ( Part III )-1981)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4.1 -b)(b) Rated load -IS : 9281 ( Part III )-19819)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4.1 -c)(c) Non-linearity -IS : 9281 ( Part III )-1981)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4.1 -d)(d) Resolution -IS : 9281 ( Part III )-1981)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4.1 -e)(e) Manufacturer's name or trade-mark - IS : 9281 ( Part III )-1981)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg
4.2(The product may also be marked with Standard mark. - IS : 9281 ( Part III )-1979)	-	20800/- for upto and including 100 kg, 27500/- for above 100 to 200 Kg, 30000/- for above 200 to 300 Kg, 33500/- for above 300 to 400 Kg, 38000/- for above 400 to 500 Kg, 40500/- for above 500 to 600 Kg, 43500/- for above 600 to 700 Kg

12 Jan, 2028

-
Included w.e.f. 30.01.2026

IS 1269 : Part 2 (1997)

Legal metrology - Material measures of length: Part 2 steel tape measures

All Grade / Type / Size / Designation etc.

22000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Nominal Length)	-	500	-
4(Materials)	-	500	-
4(Materials)	-	500	-
4(Materials)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
5(Construction)	-	500	-
6.1(Graduation)	-	1500	-
6.2(Graduation)	-	1500	-
6.2(Graduation)	-	1500	-
6.2(Graduation)	-	1500	-
6.2(Graduation)	-	1500	-
6.3(Graduation)	-	1500	-
6.3.1(Graduation)	-	1500	-
6.3.2(Graduation)	-	1500	-
6.4(Graduation)	-	1500	-
6.5(Graduation)	-	1500	-
6.6(Graduation)	-	1500	-
6.7(Graduation)	-	1500	-
6.7(Graduation)	-	1500	-
6.7(Graduation)	-	1500	-
6.8(Graduation)	-	1500	-
6.9(Graduation)	-	1500	-
6.1O(Graduation)	-	1500	-
6.1O(Graduation)	-	1500	-
6.1O(Graduation)	-	1500	-
6.1O(Graduation)	-	1500	-
6.1O(Graduation)	-	1500	-
7.1.1(Numbering-General Requirements)	-	1500	-
7.1.2(Numbering-General Requirements)	-	1500	-
7.1.3(Numbering-General Requirements)	-	1500	-
7.2(Numbering)	-	1500	-
7.2(Numbering)	-	1500	-
7.3(Numbering)	-	1500	-
7.4(Numbering)	-	1500	-
7.5(Numbering)	-	1500	-
7.6(Numbering)	-	1500	-
7.6(Numbering)	-	1500	-
7.6(Numbering)	-	1500	-
7.7(Numbering)	-	1500	-
8(Accuracy Classes & Maximum permissible error)	-	1500	-
8(Accuracy Classes & Maximum permissible error)	-	1500	-
8(Accuracy Classes & Maximum permissible error)	-	1500	-
8(Accuracy Classes & Maximum permissible error)	-	1500	-
8(Accuracy Classes & Maximum permissible error)	-	1500	-
9.1.1(Automtic Winding Device- Winding Device)	-	500	-
9.1.1(Automtic Winding Device- Winding Device)	-	500	-
9.1.1(Automtic Winding Device- Winding Device)	-	500	-
9.1.2(Automtic Winding Device- Case)	-	500	-
9.1.2(Automtic Winding Device- Case)	-	500	-
9.1.2(Automtic Winding Device- Case)	-	500	-
9.2.1(Hand Winding Device- Handle)	-	500	-
9.2.2(Hand Winding Device- Reel)	-	500	-
9.2.3(Hand Winding Device- Case)	-	500	-
9.3(Winding Device)	-	500	-
9.3.1(Winding Device)	-	500	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 2202 : Part 2 (2022)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 2 PARTICLE BOARD HIGH DENSITY FIBRE BOARD MEDIUM DENSITY FIBRE BOARD AND HARDBOARD FACE PANELS Fourth Revision

All Grade / Type / Size / Designation / Class

24850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause No - 6.1(Timber)	-	1000	-
Clause No -6.2(Alternative Materials (LVL)	-	1500	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	1500	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	1500	-
Clause No -6.2(Alternative Materials -plywood)	-	1500	-
Clause No -6.2(BWP grade flush door shutter)	-	1500	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	1500	-
Clause No -6.4(Adhesive)	-	4500	-
Clause No -7.1(Construction)	-	1500	-
Clause No - 7.3(" MDF board or HDF board ")	-	1500	-
Clause No -9.2("Workmanship and finish")	-	1000	-
Clause No -10.1(tests for flush door shutters)	-	1500	-
Clause No -10.2(End Immersion Test)	-	4500	-
Clause No -10.3(Glue Adhesion Test)	-	4500	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	1500	-
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	1500	-
5(SIZES AND TOLERANCES)	-	2500	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	1500	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	1500	-
Cl-6.3.2(MDF board and HDF board)	-	1500	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	1500	-
Cl-7.2(Face Panel)	-	1500	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	1500	-
Cl-8(Fittings)	-	1500	-

12 Jan, 2028

-
Included w.e.f 18.12.2025

IS 2191 : Part 2 (1983)

Specification for wooden flush door shutiers (Cellular And Hollow Core Type): Part 2 particle board and hardboard pace panels

All Grade / Type / Size / Designation / Class

28100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 3 (Table-2)(Size- Height)	-	2000	-
Cl. 3 (Table-2)(Size- Width)	-	2000	-
Cl. 3.2 (Nominal thickness of shutters)	-	2000	-
Cl. 4.1(Timber)	-	2000	-
Cl. 4.2(Particle Board)	-	2000	-
Cl. 4.3(fibre Hardboard)	-	2000	-
Cl. 4.4(Adhesive)	-	2000	-
Cl. 5(CONSTRUCTION)	-	2000	-
Cl. 5.2(Face Panel)	-	2000	-
Cl. 6(FITTINGS)	-	2000	-
Cl. 6.1(Locks)	-	2000	-
Cl. 7(WORKMANSHIP AND FINISH)	-	2000	-
Cl. 8.1(End immersion Test)	-	4000	-
Cl. 8.2(Knife Test)	-	4000	-
Cl. 8.3(Adhesion Test)	-	4000	-

12 Jan, 2028

-
Included w.e.f 18.12.2025

IS 13352 (1992)

Stock for forgings produced from continuously cast blooms, billets and slabs - Specification

All Grade / Type / Size / Designation / Class

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General requirements)	-	1000	-
5(Freedom from defects)	-	1000	-
6.1, table 2 (2)(C)	-	5000	-
6.1, table 2 (3)(Mn)	-	5000	-
6.1, table 2 (4)(Si)	-	5000	-
6.1, table 2 (5)(Ni)	-	5000	-
6.1, table 2 (6)(Cr)	-	5000	-
6.1, table 2 (7)(Mo)	-	5000	-
6.1, table 2 (8)(V)	-	5000	-
6.1, table 2 (9)(Al)	-	5000	-
6.1, table 3 (1)(Carbon Silicon Manganese Nickel Chromium Molybdenum Vanadium Sulphur Phosphorus)	-	5000	-
7(Mechanical properties)	-	7500	-
8(Grain size)	-	5000	-
9.1(Surface defects)	-	5000	-
9.2(Seams)	-	1500	-
10.1(Inclusion rating of the steel)	-	2500	-
10.2(Step down test & magnetic particle test)	-	2500	-
11(Hardenability)	-	4500	-
12(Dimensions and Tolerances)	-	1500	-
14(Retest)	-	15500	-
16(Marking)	-	100	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 3930 (1994)

Flame and induction hardening steels - Specification (Second Revision)

All Grade / Type / Size / Designation / Class

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1, 7.2, 7.3- table 2(Carbon, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Silicon, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Manganese, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Sulphur, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Phosphorous, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Chromium, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Molybdenum, percent)	-	1500	-
Cl 7.1, 7.2, 7.3- table 2(Nickel, percent)	-	1500	-
4(Supply of Material)	-	100	-
5(Manufacture)	-	100	-
6(Freedom from defects)	-	1000	-
7.1(Ladle Analysis)	-	500	-
7.2 Table - 3 (i)(Carbon)	-	1500	-
7.2 Table - 3 (ii)(Silicon)	-	1500	-
7.2 Table - 3 (iii)(Manganese)	-	1500	-
7.2 Table - 3 (iv)(Nickel)	-	1500	-
7.2 Table - 3 (v)(Chromium)	-	1500	-
7.2 Table - 3 (vi)(Molybdenum)	-	1500	-
7.2 Table - 3 (vii)(Sulphur)	-	1500	-
7.2 Table - 3 (viii)(Phosphrous)	-	1500	-
7.2 Table - 3 (ix)(Vanadium)	-	1500	-
9(Hardness)	-	1500	-
10.1(Mechanical property in the hardened condition)	-	5000	-
10.2(Mechanical property in the tempered condition)	-	5000	-
11(Grain Size)	-	2000	-
12(Hardenability)	-	2000	-
13.1(Dimensional Tolerance)	-	1000	-
13.2(Tolerance)	-	1000	-
13.3(Tolerance on Straightness)	-	1000	-
17(Marking)	-	100	-
6.2(Freedom from defectes)	-	500	-
9(Hardness)	-	1500	-
10(Tensile strength)	-	2000	-
10(0.2% proof stress)	-	2000	-
10(Izod Impact)	-	2000	-
12(Hardenability)	-	2000	-
13(Dimensional and tolerances)	-	1000	-
13.3(Tolerance on Straightness)	-	1000	-
8(Heat Treatment)	-	2000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 4454 : Part 4 (2001)

Steel wires for mechanical springs: Part 4 stainless steel wire (Second Revision)

All Grade / Type / Size / Designation / Class

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table 1. Cl.1.1,1.2,7.1 & 7.2(Carbon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Silicon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Manganese- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Suphur- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Phosphorous- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Chromium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Molybdenum- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
Table 1. Cl.1.1,1.2,7.1 & 7.2(Nickel- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	2500	-
8(Freedom from defects)	-	500	-
9(Dimensions & Tolerances)	-	1000	-
10(Mechanical properties)	-	5000	-
10.1(Tensile test)	-	2000	-
10.1.1, Table 4(Tensile strength)	-	2000	-
10.1.1, Table 4(Reduction in area)	-	2000	-
10.2(Wrapping test)	-	1500	-
10.3(Reverse torsion test)	-	2000	-
10.4(Cast of the wire)	-	1000	-
10.5(Bend test)	-	2000	-
10.6(Coiling test)	-	1500	-
11(Surface finish)	-	1000	-
15.1(Marking)	-	100	-
15.1(Marking)	-	100	-

12 Jan, 2028

-
Included w.e.f 31.12.2025

IS 4432 (1988)

Specification for case hardening steels (First Revision)

All Grade / Type / Size / Designation / Class

25800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
TABLE-1 (Clause-5)(TITANIUM)	-	5000	-
TABLE-1 (Clause-5)(VANADIUM)	-	5000	-
TABLE-1 (Clause-5)(NIOBIUM)	-	5000	-
TABLE-1 (Clause-5)(Molybdenum)	-	5000	-
TABLE-1 (Clause-5)(Chromium)	-	5000	-
TABLE-1 (Clause-5)(Nickel)	-	5000	-
TABLE-1 (Clause-5)( ALUMINIUM)	-	5000	-
TABLE-1 (Clause-5)(SILICON)	-	5000	-
TABLE-1 (Clause-5)(NITROGEN)	-	5000	-
TABLE-1 (Clause-5)(MANGANESE)	-	5000	-
TABLE-1 (Clause-5)(PHOSPHURS)	-	5000	-
TABLE-1 (Clause-5)(SULPHUR)	-	5000	-
TABLE-1 (Clause-5)( CARBON)	-	5000	-
Cl. 5(Vanadium)	-	5000	-
Cl. 5(Copper)	-	5000	-
Cl. 5(Phosphorus)	-	5000	-
Cl. 5(Sulphur)	-	5000	-
Cl. 5(Molybdenum)	-	5000	-
Cl. 5(Chromium)	-	5000	-
Cl. 5(Nickel)	-	5000	-
Cl. 5(Manganese)	-	5000	-
Cl. 5(Silicon)	-	5000	-
Cl. 5(Carbon)	-	5000	-
4(Freedom from Defects)	-	1000	-
7(Hardness)	-	4500	-
11(Dimensional Tolerances)	-	3000	-
8(Mechanical testing)	-	7500	-
8.4(Impact testing)	-	6500	-
9(Grain Size)	-	4500	-
10(Inclusion rating)	-	4500	-
14(Additional test)	-	10000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026 14 (Additional test)- Blank hardening test, Hot up-set test

IS 14652 (1999)

18 percent nickel maraging steel bars and rods - Specification

All Grade / Type / Size / Designation / Class

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 Table 1(Carbon-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Sulphur-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Phosphorous-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Manganese-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Silicon-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Chromium-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Copper-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Nickel-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Cobalt-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Molybdenum-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Titanium-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Aluminium-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1 Table 1(Iron-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1.1(Calcium-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1.1(Zirconium-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
4.1.1(Boron-Method mutually agreed between supplier & purchaser)	-	5000	for Complete Chemical Tests = 5000
8.2.1(i)0.2 percent proof stress, MPa )	-	7000	for Complete Tensile Tests = 7000
8.2.1(ii)Tensile strength, MPa )	-	7000	for Complete Tensile Tests = 7000
8.2.1(iii)Elongation percent)	-	7000	for Complete Tensile Tests = 7000
8.2.1(iv)Reduction in area, percent )	-	7000	for Complete Tensile Tests = 7000
8.2.1(v)Hardness HRC)	-	3000	-
12.1.1(Macroetch Test IS 13015.)	-	5000	-
12.1.2( Fracture Toughness ,Mpa IS 10180 i)	-	5000	-
4.1 Table 1(Carbon-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Sulphur-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Phosphorous-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Manganese-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Silicon-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Chromium-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Copper-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Nickel-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Cobalt-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Molybdenum-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Titanium-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Aluminium-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1 Table 1(Iron-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1.1(Calcium-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1.1(Zirconium-Method mutually agreed between supplier & purchaser)	-	5000	-
4.1.1(Boron-Method mutually agreed between supplier & purchaser)	-	5000	-
8.2.1(i)0.2 percent proof stress, MPa )	-	7000	-
8.2.1(ii)Tensile strength, MPa )	-	7000	-
8.2.1(iii)Elongation percent)	-	7000	-
8.2.1(iv)Reduction in area, percent )	-	7000	-
8.2.1(v)Hardness HRC)	-	3000	-
12.1.1(Macroetch Test IS 13015.)	-	5000	-
12.1.2( Fracture Toughness ,Mpa IS 10180 i)	-	5000	-

12 Jan, 2028

-
Included w.e.f 27.01.2026

IS 14331 (1995)

Steels for high temperature bolting applications - Specification

All Grade / Type / Size / Designation / Class

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1, 4.1,4.2 & 4.3(Carbon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Manganese- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Sulphur- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Phosphorus- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Silicon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Nitrogen- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Boron- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Titanium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Vanadium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Nickel- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Chromium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Copper- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Molybdenum- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	Complete Testing Charges = 8500/-
6(i) 0.2% Proof stress, Mpa)	-	1000	Complete Testing Charges = 8500/-
6(ii)Ultimate Tensile Strength, Mpa)	-	1000	Complete Testing Charges = 8500/-
6(iii)Elongation, %)	-	1000	Complete Testing Charges = 8500/-
6(iv) Reduction in area)	-	1000	Complete Testing Charges = 8500/-
6(v)Impact strength, J)	-	1000	Complete Testing Charges = 8500/-
7(Macroetch)	-	1000	Complete Testing Charges = 8500/-
8(Surface condition)	-	1000	Complete Testing Charges = 8500/-
9(Ultrasonic tests-IS 3664)	-	1000	Complete Testing Charges = 8500/-
10.1(Hot tensile properties)	-	1000	Complete Testing Charges = 8500/-
10.2(Stress rupture properties (Optional))	-	1000	Complete Testing Charges = 8500/-
10.3(Stress relaxation properties (Optional))	-	1000	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Titanium)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Nitrogen)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Copper)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Boron)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Vanadium)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Molybdenum)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Nickel)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Chromium)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Phosphorus)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Sulphur)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Manganese)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Silicon)	-	500	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Carbon)	-	500	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Carbon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Manganese- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Sulphur- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Phosphorus- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Silicon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Nitrogen- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Boron- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Titanium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Vanadium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Nickel- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Chromium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Copper- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
1, 4.1,4.2 & 4.3(Molybdenum- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	Complete Testing Charges = 8500/-
6(i) 0.2% Proof stress, Mpa)	-	0	Complete Testing Charges = 8500/-
6(ii)Ultimate Tensile Strength, Mpa)	-	0	Complete Testing Charges = 8500/-
6(iii)Elongation, %)	-	0	Complete Testing Charges = 8500/-
6(iv) Reduction in area)	-	0	Complete Testing Charges = 8500/-
6(v)Impact strength, J)	-	0	Complete Testing Charges = 8500/-
7(Macroetch)	-	0	Complete Testing Charges = 8500/-
8(Surface condition)	-	0	Complete Testing Charges = 8500/-
9(Ultrasonic tests-IS 3664)	-	0	Complete Testing Charges = 8500/-
10.1(Hot tensile properties)	-	0	Complete Testing Charges = 8500/-
10.2(Stress rupture properties (Optional))	-	0	Complete Testing Charges = 8500/-
10.3(Stress relaxation properties (Optional))	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Titanium)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Nitrogen)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Copper)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Boron)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Vanadium)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Molybdenum)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Nickel)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Chromium)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Phosphorus)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Sulphur)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Manganese)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Silicon)	-	0	Complete Testing Charges = 8500/-
Cl. 4.3,Table 1(Carbon)	-	0	Complete Testing Charges = 8500/-

12 Jan, 2028

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Included w.e.f 14.01.2026

IS 4171 (1983)

Specification for copper rods and bars for general engineering purposes (First Revision)

All Grade / Type / Size / Designation / Class

15500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.1 Table 1(1. Copper, including silver, min)	-	1000	-
Clause 4.1 Table 1(2. Tin, max)	-	1000	-
Clause 4.1 Table 1(3. Lead, max)	-	1000	-
Clause 4.1 Table 1(5. Nickel, max)	-	1000	-
Clause 4.1 Table 1(6. Arsenic, max)	-	1000	-
Clause 4.1 Table 1(7. Antimony, max)	-	1000	-
Clause 4.1 Table 1(8. Bismuth, max)	-	1000	-
Clause 4.1 Table 1(9. Phosphorus)	-	1000	-
Clause 4.1 Table 1(10. Selenium and Tellurium, max)	-	1000	-
Clause 4.1 Table 1(11. Total impurities ( excluding silver, nickel and phosphorus ), max)	-	1000	-
5.2(Hydrogen Embrittlement test)	-	3000	-
5.1(Tensile Properties)	-	4000	-
7.1(Dimension and Tolerances)	-	1000	-

12 Jan, 2028

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Included w.e.f 27.01.2026

IS 16732 (2019)

Galvanized structural steel - Specification

All Grade / Type / Size / Designation / Class

18750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Supply of material)	-	500	Complete Testing Charges = 18750
5(Grades)	-	500	Complete Testing Charges = 18750
6(Manufacture)	-	500	Complete Testing Charges = 18750
7.1(Black material)	-	1000	Complete Testing Charges = 18750
7.2(Galvanized steel)	-	1000	Complete Testing Charges = 18750
8.1(Ladle Analys)	-	1000	Complete Testing Charges = 18750
8.2(Product Analysis)	-	1500	Complete Testing Charges = 18750
9.1(Quality of Zinc)	-	2500	Complete Testing Charges = 18750
9.2(Mass of Zinc Coating)	-	3000	Complete Testing Charges = 18750
11.1(Tensile Test Pieces)	-	2500	Complete Testing Charges = 18750
11.2(Tensile Test)	-	2500	Complete Testing Charges = 18750
12.1(Bend Test Piece)	-	3000	Complete Testing Charges = 18750
12.2(Bend Test)	-	3000	Complete Testing Charges = 18750
13(Impact test)	-	3000	Complete Testing Charges = 18750
14(Y groove crackability test)	-	100	Complete Testing Charges = 18750
15.1(Mass of Galvanized Coating)	-	3000	Complete Testing Charges = 18750
15.2(Determination of Uniformity of Galvanized)	-	3000	Complete Testing Charges = 18750
15.3(Thickness of Zinc Coating)	-	3000	Complete Testing Charges = 18750
15.4(Adhesion of Galvanized Coating)	-	3000	Complete Testing Charges = 18750
16(Dimensions and Tolerances)	-	1000	Complete Testing Charges = 18750
17(Fabrication and tolerances)	-	2500	Complete Testing Charges = 18750
18(Other optional test)	-	2500	Complete Testing Charges = 18750
21(Marking)	-	100	Complete Testing Charges = 18750
4(Supply of material)	-	0	Complete Testing Charges = 18750
5(Grades)	-	0	Complete Testing Charges = 18750
6(Manufacture)	-	0	Complete Testing Charges = 18750
7.1(Black material)	-	0	Complete Testing Charges = 18750
7.2(Galvanized steel)	-	0	Complete Testing Charges = 18750
8.1(Ladle Analys)	-	0	Complete Testing Charges = 18750
8.2(Product Analysis)	-	0	Complete Testing Charges = 18750
9.1(Quality of Zinc)	-	0	Complete Testing Charges = 18750
9.2(Mass of Zinc Coating)	-	0	Complete Testing Charges = 18750
11.1(Tensile Test Pieces)	-	0	Complete Testing Charges = 18750
11.2(Tensile Test)	-	0	Complete Testing Charges = 18750
12.1(Bend Test Piece)	-	0	Complete Testing Charges = 18750
12.2(Bend Test)	-	0	Complete Testing Charges = 18750
13(Impact test)	-	0	Complete Testing Charges = 18750
14(Y groove crackability test)	-	0	Complete Testing Charges = 18750
15.1(Mass of Galvanized Coating)	-	0	Complete Testing Charges = 18750
15.2(Determination of Uniformity of Galvanized)	-	0	Complete Testing Charges = 18750
15.3(Thickness of Zinc Coating)	-	0	Complete Testing Charges = 18750
15.4(Adhesion of Galvanized Coating)	-	0	Complete Testing Charges = 18750
16(Dimensions and Tolerances)	-	0	Complete Testing Charges = 18750
17(Fabrication and tolerances)	-	0	Complete Testing Charges = 18750
18(Other optional test)	-	0	Complete Testing Charges = 18750
21(Marking)	-	0	Complete Testing Charges = 18750

12 Jan, 2028

-
Included w.e.f 14.01.2026

IS 292 (1983)

Specification for leaded brass ingots and casting (Second Revision)

All Grade / Type / Size / Designation / Class

10150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. No.3.1, Table no.1(Chemical composition)	-	5000	-
Cl. No.3.2(General compostion)	-	5000	-
Cl. No.4(pressure test)	-	1000	-
Cl. No.5(Freedom from defect)	-	100	-
Cl. No.6(Size and shape)	-	800	-
Cl. No.7(Marking)	-	100	-
Cl.3.1(Copper+ incidental nickel -IS 3685)	-	1000	-
Cl.3.1(Lead - IS 3685)	-	1000	-
Cl.3.1(Iron -IS 3685)	-	1000	-
Cl.3.1(Aluminium - IS 3685)	-	1000	-
Cl.3.1(Zinc - IS 3685)	-	1000	-
Cl.3.1(Tin - IS 3685)	-	1000	-
5(FREEDOM FROM DEFECTS)	-	100	-
6(Shape & size)	-	800	-

12 Jan, 2028

-
Included w.e.f 31.12.2025

IS 1673 (1984)

Spectfication for mild steel wire, cold heading quality (Second Revision)

All Grade / Type / Size / Designation / Class

13650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 5.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl. 5.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl. 5.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl. 5.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl. 5.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
6(FREEDOM FROM DEFECTS)	-	800	-
7.1(i)Ultimate Tensile Strength,)	-	2000	-
7.2(ii) Reverse Torsion Test)	-	1500	-
7.3(iii) Crushing Test)	-	2000	-
8( DIMENSIONS AND TOLERANCES)	-	1000	-

12 Jan, 2028

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Included w.e.f 31.12.2025

IS 2385 (1977)

Specification for hot - Rolled mild steel sheet and strip in coil form for cold - Reduced tinplate and cold - Reduced blackplate (First Revision)

All Grade / Type / Size / Designation / Class

11350 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 5.1, 5.2 & Table1(Carbon- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Manganese- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Sulphur- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Phosphorus- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Nitrogen- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Aluminium- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
6(Freedom from defects)	-	500	Complete Testing Charges = 11350/-
8(Dimensions and Tolerances)	-	800	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(chromium)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(silicon)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(copper)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(aluminium)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Nitrogen )	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Phosphorus)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Sulphur)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Manganese)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(carbon)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Carbon- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Manganese- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Sulphur- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Phosphorus- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Nitrogen- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Aluminium- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	1200	Complete Testing Charges = 11350/-
6(Freedom from defects)	-	500	Complete Testing Charges = 11350/-
8(Dimensions and Tolerances)	-	800	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(chromium)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(silicon)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(copper)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(aluminium)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Nitrogen )	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Phosphorus)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Sulphur)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Manganese)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(carbon)	-	1200	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Carbon- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Manganese- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Sulphur- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Phosphorus- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Nitrogen- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2 & Table1(Aluminium- Appropriate parts of IS 228 or any other established Instrumental/Chemical method.)	-	0	Complete Testing Charges = 11350/-
6(Freedom from defects)	-	0	Complete Testing Charges = 11350/-
8(Dimensions and Tolerances)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(chromium)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(silicon)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(copper)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(aluminium)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Nitrogen )	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Phosphorus)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Sulphur)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(Manganese)	-	0	Complete Testing Charges = 11350/-
Cl. 5.1, 5.2(carbon)	-	0	Complete Testing Charges = 11350/-

12 Jan, 2028

-
Included w.e.f 14.01.2026

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

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Included w.e.f 06.01.2026

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Bureau of Indian Standards

The National Standards Body of India

Rajkot Metlab Services LLP, Rajkot

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