BIS - LIMS (Laboratory Information Management System)

SHRI BAJRANG TESTING LABS, GREATER NOIDA

B-53 (Near Oppo Mobile Factory),Ecotech-6, Kasna, Greater Noida, Gautam Buddha Nagar, Uttar Pradesh, 201306

9821187762 sbtlgnoida@gmail.com

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39 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 14616 (1999)

Laminated veneer lumber specification

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Dimensions)	-	3500	-
6.2(Dimensions)	-	0	-
7(workmanship and finish)	-	2500	-
8.2.1(moisture content)	-	1500	-
8.2.2(adhesion of plies)	-	3500	-
8.2.3, 8.2.4, Table-1(modulus of rupture)	-	2500	-
8.2.3, 8.2.4, Table-1(modulus of elasticity)	-	2500	-
8.2.3, 8.2.4, Table-1(compressive strength parallel to grain)	-	2500	-
8.2.3, 8.2.4, Table-1(horizontal shear a)-parallel to grain ,b)-perpendicular to grain)	-	2500	-
8.2.3, 8.2.4, Table-1(tensile strength parallel to grain )	-	2500	-
8.2.3, 8.2.4, Table-1(screw holding power a)-parallel to grain ,b)-perpendicular to grain)	-	2500	-
8.2.3, 8.2.4, Table-1(thickness swelling in 2 hrs. water soaking)	-	1500	-
8.2.4(swelling in wear)	-	0	-
Clause 8.2.1(Moisture content)	-	0	-

01 Dec, 2027

-
Included w.e.f 13.11.2025

IS 7834 : Part 1 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	1000	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	1000	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	1000	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	1000	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	3500	-
Cl. 6.2(Opacity- Appendix B)	-	2500	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	3500	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	0	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	3500	-
6.1.1(VCM Content Test)	-	3500	-
3(Size of Fitting -)	-	1000	-
4(Minimum thickness)	-	1000	-
5(Socket dimensions)	-	1500	-
6.1(Stress Relief Test)	-	0	-
6.2(Opacity)	-	0	-
6.3(Effect on Water)	-	0	-
6.4(Short-Term Hydraulic Test)	-	0	-
7.2(Production Routine Tests)	-	0	-
Cl 6.3(Effect on Water Lead (first extraction))	-	0	-
Cl 6.3(Effect on Water Lead (third extraction))	-	0	-
Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction ))	-	0	-
Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	0	-
Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	0	-
Cl.4(Minimum Thickness)	-	0	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	0	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	0	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	0	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	0	-
Cl. 6.2(Opacity- Appendix B)	-	0	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	0	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	0	-
6.1.1(VCM Content Test)	-	0	-
3(Size of Fitting -)	-	0	-
4(Minimum thickness)	-	0	-
5(Socket dimensions)	-	0	-
6.1(Stress Relief Test)	-	0	-
6.2(Opacity)	-	0	-
6.3(Effect on Water)	-	0	-
6.4(Short-Term Hydraulic Test)	-	0	-
7.2(Production Routine Tests)	-	0	-
Cl 6.3(Effect on Water Lead (first extraction))	-	0	-
Cl 6.3(Effect on Water Lead (third extraction))	-	0	-
Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction ))	-	0	-
Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	0	-
Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	0	-

01 Dec, 2027

-
Included w.e.f.09.10.2025

IS 16647 (2017)

Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification

50000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.5( Density, g/cc)	-	1500	-
9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure)	-	2500	-
7.3( Opacity)	-	2500	-
9.2, table -11( Resistance to External Blows at 0 °C)	-	3500	-
8.2 table-9( Pipe Ends)	-	1500	-
5 / 5.1(MATERIALS )	-	1500	-
5.3(VCM Content)	-	3500	-
5.4( K-Value)	-	1500	-
5.6 / 5.6.1( Material Classification, table -1)	-	1500	-
6.0(CLASSIFICATION OF PIPES, table-2)	-	1000	-
7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance)	-	1000	-
7.2( Colour)	-	1000	-
8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point)	-	1500	-
8.1.2, table 4 to 7(Wall Thickness)	-	1500	-
8.1.3 (Length, meter)	-	1500	-
8.2 table-9(Dimensions of Integral Socket)	-	1500	-
9.3 table-12( Ring Stiffness)	-	3500	-
9.4, annexure-E( Orientation Factor)	-	3500	-
10, table-13( PHYSICAL AND 1CHARACTERISTICS)	-	2500	-
11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints)	-	5000	-
11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies)	-	5000	-
11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies)	-	5000	-
12(a)( ELASTOMERIC SEALS)	-	1500	-
12(b)( ELASTOMERIC SEALS)	-	0	-
Cl.10, Table 10/1(Vicat Softening Temp (C))	-	1500	-
Cl.10, Table 10/2(Effect on Water)	-	3500	-
Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation))	-	2500	-
Cl.10, Table 10/4(Alternate Test (Tensile test))	-	1500	-
Cl.10, Table 10/1(Vicat Softening Temp (C))	-	0	-
Cl.10, Table 10/2(Effect on Water)	-	0	-
Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation))	-	0	-
Cl.10, Table 10/4(Alternate Test (Tensile test))	-	0	-

01 Dec, 2027

-
Included w.e.f.09.10.2025

IS 7328 (2020)

Specification for Polyethylene Material for Moulding and Extrusion ( Third Revision )

12800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1.1(Density)	-	1000	Total- Rs 12800 /- (Exclude Cl. 5.3.2, table-6 additional properties)
5.2.1.2(MFI)	-	2500	-
5.3.2 Table 6 IS 13360 (Part 5/Sec1)(Tensile strength at yield)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec1)(Elongation at yield)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec1)(Tensile strength at break)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec1)(Elongation at break)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec7)(Flexural modulas)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec23)(Tear Strength)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec6)(Dart Impact strength)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec4)(Izod/Charpy impact strength)	-	0	-
5.3.2 Table 6 IS 13360 (Part 5/Sec11)(Shore Aor D hardness)	-	0	-
5.3.2 Table 6 IS 13360 (Part 11/Sec1)(Coeffiicient of friction)	-	0	-
5.3.2 Table 6 IS 13360 (Part 6/Sec3)(Heat deflection temperature)	-	0	-
5.3.2 Table 6 IS 13360 (Part 6/Sec1)(Vicat softening temperature)	-	0	-
5.3.2 Table 6 IS 13360 (Part 6/Sec11)(Brittleness Temperature)	-	0	-
Annex B of IS 4984 5.3.2 Table6(Oxidation induction time)	-	0	-
IS 3396(Surface resistivity)	-	0	-
IS 3397(Volume resistivity)	-	0	-
IS2584(Dielectric strength)	-	0	-
IS 4486(Dissipation factor)	-	0	-
5.5.6 IS 2530(Carbon black dispersion)	-	2500	-
IS 4486(Relative permittivity)	-	0	-
5.4.3 10 ofIS 2530(Carbon black content)	-	2500	-
IS 13360(part8/Sec1)(Water absorption)	-	0	-
5.4.35 15 ofIS 2530(Colour fastness to daylight)	-	5000	-
5.4.2 13 ofIS 2530(Colour fastness to water)	-	2000	-
5.4.1 12 of IS 2530(Colour bleeding)	-	1000	-
IS 13360(part 8/Sec9)(ESCR)	-	0	-
IS 13360(part 9/Sec10)(Colour bleeding)	-	0	-
Annex C of IS4984(Volatile content)	-	0	-
IS 2530(Colour fastness to daylight)	-	0	-
IS13360(part8/sec 6/ASTMD 1434(Gas permeability)	-	0	-
ISO 51505-2(Oxygen gas transmission rate)	-	0	-
ISO 2528(Water vopour transmission rate)	-	0	-
IS 13360(part 9/Sec9)/ASTME313(Yellowness index or whiteness index)	-	0	-
4 of IS 7016 (part 8)(Oven ageing)	-	0	-
IS 13360(part 9/Sec8)(Transparency)	-	0	-
IS15827(Natural/artificial weathering)	-	0	-
IS 13360(part 9/Sec7)(Specular gloss)	-	0	-
IS 13360(part 9/Sec5)(Haze or luminious transmittance)	-	0	-
4.2.5.1,5.2.1.1-Table-1(Density,Kg/m3 of IS 13360 (Part 3/Sec 10)/ IS 13360 (Part 3/Sec 11) / ASTM D 1505 / ASTM D 792 / ASTM D4703,IS 13360(Part 2/Sec 1)/ ASTM D 4703/ 3.4.2 of ISO 17855-1/ 5.1.3 of IS 2530.)	-	0	-
4.2.5.2,5.2.1.2-Table-2,3(Melt flow index,g/10 min of IS 13360 (Part 4/Sec l)/ ASTM D 1238)	-	0	-
5.4.1(Colour Bleeding of 12 of IS 2530)	-	0	-
5.4.2(Colour Fastness to Water of 13 of IS 2530)	-	0	-
5.4.3(Colour Fastness to Daylight of 15 of IS 2530)	-	0	-
5.4.5(Carbon Black Content for Black Compound of 10 of IS 2530 Carbon Black Content for Black ,%)	-	0	-
5.5.6(Dispersion of Carbon Black for Black Compound of IS 2530)	-	0	-
5.5.1(All additives used in the material which is meant for usage in contact with foodstuffs, pharmaceuticals and drinking water are given in IS 16738 for guidance purpose.)	-	0	-
5.5.2(When the products are used in contact with foodstuffs, pharmaceuticals and drinking water, its requirements with respect to the material shall also be met as per 3.3, 3.4 and 3.5 of IS 10146.)	-	8500	-
Clause 6.4.2(Pigments and colourants, IS 9833, Annex D.1)	-	5000	-
Clause 6.4.2(Overall Migration, IS 9845, Annex D.2)	-	2500	-
5.3.2-Table 6-1(a)(Tensile strength at yield of IS 13360 (Part 5/ Sec 1))	-	0	-
5.3.2-Table 6-1(b)(Tensile strength at break of IS 13360 (Part 5/ Sec 1))	-	0	-
5.3.2-Table 6-1(c)(Elongation at break of IS 13360 (Part 5/ Sec 1))	-	0	-
5.3.2-Table 6-1(d)(Elongation at yield of IS 13360 (Part 5/ Sec 1))	-	0	-
5.3.2-Table 6-1(e)(Flexural modulus of IS 13360 (Part 5/ Sec 7))	-	0	-
5.3.2-Table 6-1(f)(Tear strength (elmendorf) of IS 13360 (Part 5/ Sec 23))	-	0	-
5.3.2-Table 6-1(g)(Dart Impact strength of IS 13360 (Part 5/ Sec 6))	-	0	-
5.3.2-Table 6-1(h)(Izod/Charpy impact strength of IS 13360 (part 5/ Sec 4) and IS 13360 (Part 5/ Sec5))	-	0	-
5.3.2-Table 6-1(j)(Shore A or D hardness of IS 13360 (part 5/ Sec 11))	-	0	-
5.3.2-Table 6-1(k)(Coefficient of friction (COF) of IS 13360 (Part 11/ Sec 1))	-	0	-
5.3.2-Table 6-2(a)(Heat deflection temperature of IS 13360 (Part 6/ Sec 3) and IS 13360 (Part 6/ Sec 17))	-	0	-
5.3.2-Table 6-2(b)(Vicat softening temperature of IS 13360 (Part 6/ Sec 1))	-	0	-
5.3.2-Table 6-2(c)(Brittleness temperature of IS 13360 (Part 6/ Sec 11))	-	0	-
5.3.2-Table 6-2(d)(Oxidation induction time of Annex B of IS 4984)	-	0	-
5.3.2-Table 6-3(e)(Surface resistivity of IS 3396)	-	0	-
5.3.2-Table 6-3(a)(Volume resistivity of IS 3396)	-	0	-
5.3.2-Table 6-3(b)(Dielectric strength of IS 2584)	-	0	-
5.3.2-Table 6-3(c)(Dissipation factor of IS 4486)	-	0	-
5.3.2-Table 6-3(d)(Relative permittivity of IS 4486)	-	0	-
5.3.2-Table 6-4(a)(Water absorption of IS 13360 (Part 8/ Sec 1))	-	0	-
5.3.2-Table 6-4(b)(Environmental stress crack resistance of IS 13360 (Part 8/ Sec 9))	-	0	-
5.3.2-Table 6-4(c)(Volatile content of Annex C of IS 4984)	-	0	-
5.3.2-Table 6-4(d)(Gas permeability IS 13360 (Part 8/ Sec 6)/ ASTM D 1434)	-	0	-
5.3.2-Table 6-4(e)(Oxygen gas transmission rate of ISO 15105-2)	-	0	-
5.3.2-Table 6-4(f)(Water vapour transmission rate of ISO 2528)	-	0	-
5.3.2-Table 6-5(a)(Oven ageing of 4 of IS 7016 (Part 8))	-	0	-
5.3.2-Table 6-5(b)(Natural/artificial weathering of IS 15827)	-	0	-
5.3.2-Table 6-6(a)(Haze and/or luminious transmittance of IS 13360 (Part 9/ Sec 5))	-	0	-
5.3.2-Table 6-6(b)(Specular gloss of IS 13360 (Part 9/ Sec 7))	-	0	-
5.3.2-Table 6-6(c)(Transparency of IS 13360 (Part 9/ Sec 8))	-	0	-
5.3.2-Table 6-6(d)(Yellowness index and/or whiteness Index of IS 13360 (Part 9/ Sec 9)/ ASTM E 313)	-	0	-
5.3.2-Table 6-6(e)(Colour fastness to daylight of IS 2530)	-	0	-
5.3.2-Table 6-6(f)(Colour bleeding of IS 13360 (Part 9/ Sec 10))	-	0	-

01 Dec, 2027

-
Included w.e.f. 23.09.2025 Exclusion: ISO 51505-2 (Oxygen gas transmission rate), ISO 2528 (Water vopour transmission rate)

IS 10951 (2020)

Specification for Polypropylene ( PP ) Materials for Moulding and Extrusion ( Second Revision )

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 3.5.1,Table-3 or Clause 6.2.1.1(Melt Mass Flow-Rate (MFR) or Melt Flow Index,g/10min,IS 13360 (Part 4/Sec 1)/ASTM D1238)	-	2500	-
Clause 3.5.2,Table-4 or Clause 6.2.1.2(Flexural Modulus,Mpa,IS 13360 (Part 5/ Sec 7),ASTM D790)	-	2500	-
Clause 3.5.3,Table-5 or Clause 6.2.1.3(Izod Impact Strength,J/m,IS 13360 (Part 5/Sec 4)/ASTM D256)	-	2000	-
Clause 6.3.2,Table-8, Sl no.1(Tensile yield strength, Mpa,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	1500	-
Clause 6.3.2,Table-8, Sl no.1(Elongation at yield, %, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	1500	-
Clause 6.3.2,Table-8, Sl no.1(Tensile strength at break, Mpa, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Elongation at break, percent, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Charpy impact strength, KJ/m2, IS 13360 (Part 5/Sec 5))	-	1500	-
Clause 6.3.2,Table-8, Sl no.1(Hardness – Rockwell R, Shore D,IS 13360 (Part 5/Sec 13),IS 13360 (Part 5/Sec 11))	-	1000	-
Clause 6.3.2,Table-8, Sl no.2(Melting temperature,ᴼC,IS 13360 (Part 6/Sec 10))	-	1000	-
Clause 6.3.2,Table-8, Sl no.2(Temperature of deflection under load,°C,IS 13360 (Part 6/ Sec 3),IS 13360 (Part 6/ Sec 17))	-	1500	-
Clause 6.3.2,Table-8, Sl no.2(Vicat softening temperature, ᴼC,S 13360 (Part 6/Sec 1))	-	1500	-
Clause 6.3.2,Table-8, Sl no.2(Flammability, mm/min,IS/ IEC 60695-11-10)	-	3500	-
Clause 6.3.2,Table-8, Sl no.2(Ignitability (Oxygen index), percent,IS 13360 (Part 6/Sec 19))	-	4000	-
Clause 6.3.2,Table-8, Sl no.3(Relative permittivity,IS 4486,IS 13360 (Part 7/Sec 1))	-	4500	-
Clause 6.3.2,Table-8, Sl no.3(Dissipation factor,IS 4486,IS 13360 (Part 7/Sec 1))	-	5000	-
Clause 6.3.2,Table-8, Sl no.3(Volume resistivity,IS 2071 (Part 1))	-	2000	-
Clause 6.3.2,Table-8, Sl no.3(Surface resistivity,IS 2071 (Part 1))	-	2000	-
Clause 6.3.2,Table-8, Sl no.3(Dielectric strength,IS 2584)	-	2500	-
Clause 6.3.2,Table-8, Sl no.4(Water absorption,%,IS 13360 (Part 8/ Sec 1))	-	1500	-
Clause 6.3.2,Table-8, Sl no.4(Density,kg/m3,IS 13360 (Part 3/ Sec 10),IS 13360 (Part 3/ Sec 11))	-	1000	-
Clause 6.4.1(All additives used in the material which is meant,for usage in contact with foodstuffs, pharmaceuticals,and drinking water are given in IS 16738 for guidance purpose only.)	-	100	-
Clause 6.4.2(When the products are used in contact with ,foodstuffs, pharmaceuticals and drinking water, its requirements with respect to the material shall also be met as per clause 3.3, 3.4 and 3.5 of IS 10910.)	-	4500	-
Clause 6.4.2(Pigments and colourants, IS 9833, Annex D.1)	-	8500	-
Clause 6.4.2(Overall Migration, IS 9845, Annex D.2)	-	1500	-
Clause 3.5.1,Table-3 or Clause 6.2.1.1(Melt Mass Flow-Rate (MFR) or Melt Flow Index,g/10min,IS 13360 (Part 4/Sec 1)/ASTM D1238)	-	0	-
Clause 3.5.2,Table-4 or Clause 6.2.1.2(Flexural Modulus,Mpa,IS 13360 (Part 5/ Sec 7),ASTM D790)	-	0	-
Clause 3.5.3,Table-5 or Clause 6.2.1.3(Izod Impact Strength,J/m,IS 13360 (Part 5/Sec 4)/ASTM D256)	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Tensile yield strength, Mpa,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Elongation at yield, %, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Tensile strength at break, Mpa, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Elongation at break, percent, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 2))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Charpy impact strength, KJ/m2, IS 13360 (Part 5/Sec 5))	-	0	-
Clause 6.3.2,Table-8, Sl no.1(Hardness – Rockwell R, Shore D,IS 13360 (Part 5/Sec 13),IS 13360 (Part 5/Sec 11))	-	0	-
Clause 6.3.2,Table-8, Sl no.2(Melting temperature,ᴼC,IS 13360 (Part 6/Sec 10))	-	0	-
Clause 6.3.2,Table-8, Sl no.2(Temperature of deflection under load,°C,IS 13360 (Part 6/ Sec 3),IS 13360 (Part 6/ Sec 17))	-	0	-
Clause 6.3.2,Table-8, Sl no.2(Temperature of deflection under load,°C,IS 13360 (Part 6/ Sec 3),IS 13360 (Part 6/ Sec 17))	-	0	-
Clause 6.3.2,Table-8, Sl no.2(Vicat softening temperature, ᴼC,S 13360 (Part 6/Sec 1))	-	0	-
Clause 6.3.2,Table-8, Sl no.2(Flammability, mm/min,IS/ IEC 60695-11-10)	-	0	-
Clause 6.3.2,Table-8, Sl no.2(Ignitability (Oxygen index), percent,IS 13360 (Part 6/Sec 19))	-	0	-
Clause 6.3.2,Table-8, Sl no.3(Relative permittivity,IS 4486,IS 13360 (Part 7/Sec 1))	-	0	-
Clause 6.3.2,Table-8, Sl no.3(Dissipation factor,IS 4486,IS 13360 (Part 7/Sec 1))	-	0	-
Clause 6.3.2,Table-8, Sl no.3(Volume resistivity,IS 2071 (Part 1))	-	0	-
Clause 6.3.2,Table-8, Sl no.3(Surface resistivity,IS 2071 (Part 1))	-	0	-
Clause 6.3.2,Table-8, Sl no.3(Dielectric strength,IS 2584)	-	0	-
Clause 6.3.2,Table-8, Sl no.4(Water absorption,%,IS 13360 (Part 8/ Sec 1))	-	0	-
Clause 6.3.2,Table-8, Sl no.4(Density,kg/m3,IS 13360 (Part 3/ Sec 10),IS 13360 (Part 3/ Sec 11))	-	0	-
Clause 6.4.1()	-	0	-
Clause 6.4.2(When the products are used in contact with ,foodstuffs, pharmaceuticals and drinking water, its requirements with respect to the material shall also be met as per clause 3.3, 3.4 and 3.5 of IS 10910.)	-	0	-
Clause 6.4.2(Pigments and colourants, IS 9833, Annex D.1)	-	0	-
Clause 6.4.2(Overall Migration, IS 9845, Annex D.2)	-	0	-
6.1(The material shall be uniform and free from foreign matter.)	-	0	-

01 Dec, 2027

-
Included w.e.f 12.09.2025

IS 17658 (2021)

POLY VINYL CHLORIDE PVC HOMOPOLYMERS SPECIFICATION

28500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.3, Table 1(i) K-value)	-	1500	Clause 3.3 (Table & table 2)- Rs 12000/-
3.3, Table 1(iii) Apparent density, g/ml)	-	1000	-
3.3, Table 1(iv) Plasticizer absorption, percent, Min)	-	1000	-
3.3, Table 1(v) Dry Flow of 140 g, sec, Max)	-	1000	-
3.3, Table 1(vi) Conductivity-µS/cm-g, Max)	-	1000	-
3.3, Table 1(vii) Volatile Matter, percent by weight, Max)	-	1000	-
3.3, Table 2(i) K-Value)	-	0	-
3.3, Table 2(ii) Inherent Viscosity)	-	0	-
3.3, Table 2(iii) Apparent Viscosity at low shear rates using rotational viscometer at 23 °C with 60 phr plasticizer and 2 h ageing, Pa-s, Max)	-	0	-
3.3, Table 2(iv) Volatile Matter, percent by weight, Max)	-	0	-
3.2(Residual Vinyl Chloride Monomer (RVCM) Content)	-	5000	-
3.3, Table 1(ii) Sieve Analysis, material retained on 250-micron sieve, percent by weight, Max)	-	0	-
5("SPECIAL REQUIREMENTS OF POLYMER USED FOR MOULDING OR EXTRUSION ARTICLES IN CONTACT WITH FOOD STUFFS, PHARMACEUTICAL AND DRINKING WATER, IS 10151")	-	15000	-
6.1(Packing)	-	500	-
6.2(Marking)	-	500	-
3(REQUIREMENTS)	-	0	-
3.3 , Table 1 , 1) , i)(K-value)	-	0	-
3.3 , Table 1 , 1) , ii)(Sieve Analysis, material retained on 250-micron sieve, percent by weight, Max)	-	0	-
3.3 , Table 1 , 1) , iii)(Apparent density, g/ml)	-	0	-
3.3 , Table 1 , 1) , iv)(Plasticizer absorption, percent, Min)	-	0	-
3.3 , Table 1 , 1) , v)(Dry Flow of 140 g, sec, Max)	-	0	-
3.3 , Table 1 , 1) , vi)(Conductivity-µS/cm-g, Max)	-	0	-
3.3 , Table 1 , 1) , vii)(Volatile Matter, percent by weight, Max)	-	0	-
3.3 , Table 2 , 1) , i)(K-Value)	-	0	-
3.3 , Table 2 , 1) , ii)(Inherent Viscosity)	-	0	-
3.3 , Table 2 , 1) , iii)(Apparent Viscosity at low shear rates using rotational viscometer at 23 °C with 60 phr plasticizer and 2 h ageing, Pa-s, Max)	-	0	-
3.3 , Table 2 , 1) , iv)(Volatile Matter, percent by weight, Max)	-	0	-
3.3 , Table 3 , 1) , i)(Residual Vinyl Chloride Monomer (RVCM) content)	-	0	-
3.3 , Table 3 , 1) , ii)(K-value)	-	0	-
3.3 , Table 3 , 1) , iii)(Sieve analysis)	-	0	-
3.3 , Table 3 , 1) , iv)(Apparent density)	-	0	-
3.3 , Table 3 , 1) , v)(Plasticizer absorption)	-	0	-
3.3 , Table 3 , 1) , vi)(Dry flow)	-	0	-
3.3 , Table 3 , 1) , vii)(Conductivity)	-	0	-
3.3 , Table 3 , 1) , viii)(Volatile matter)	-	0	-
3.3 , Table 3 , 1) , viii)(Volatile matter)	-	0	-
3.3 , Table 3 , 1) , ix)(Apparent viscosity)	-	0	-
4(DESIGNATION)	-	500	-
6(PACKING AND MARKING)	-	0	-
3.3, Table 1(i) K-value)	-	0	-
3.3, Table 1(iii) Apparent density, g/ml)	-	0	-
3.3, Table 1(iv) Plasticizer absorption, percent, Min)	-	0	-
3.3, Table 1(v) Dry Flow of 140 g, sec, Max)	-	0	-
3.3, Table 1(vi) Conductivity-µS/cm-g, Max)	-	0	-
3.3, Table 1(vii) Volatile Matter, percent by weight, Max)	-	0	-
3.3, Table 2(i) K-Value)	-	0	-
3.3, Table 2(ii) Inherent Viscosity)	-	0	-
3.3, Table 2(iii) Apparent Viscosity at low shear rates using rotational viscometer at 23 °C with 60 phr plasticizer and 2 h ageing, Pa-s, Max)	-	0	-
3.3, Table 2(iv) Volatile Matter, percent by weight, Max)	-	0	-
3.2(Residual Vinyl Chloride Monomer (RVCM) Content)	-	0	-
3.3, Table 1(ii) Sieve Analysis, material retained on 250-micron sieve, percent by weight, Max)	-	0	-
5("SPECIAL REQUIREMENTS OF POLYMER USED FOR MOULDING OR EXTRUSION ARTICLES IN CONTACT WITH FOOD STUFFS, PHARMACEUTICAL AND DRINKING WATER, IS 10151")	-	0	-
6.1(Packing)	-	0	-
6.2(Marking)	-	0	-
3(REQUIREMENTS)	-	0	-
3.3 , Table 1 , 1) , i)(K-value)	-	0	-
3.3 , Table 1 , 1) , ii)(Sieve Analysis, material retained on 250-micron sieve, percent by weight, Max)	-	0	-
3.3 , Table 1 , 1) , iii)(Apparent density, g/ml)	-	0	-
3.3 , Table 1 , 1) , iv)(Plasticizer absorption, percent, Min)	-	0	-
3.3 , Table 1 , 1) , v)(Dry Flow of 140 g, sec, Max)	-	0	-
3.3 , Table 1 , 1) , vi)(Conductivity-µS/cm-g, Max)	-	0	-
3.3 , Table 1 , 1) , vii)(Volatile Matter, percent by weight, Max)	-	0	-
3.3 , Table 2 , 1) , i)(K-Value)	-	0	-
3.3 , Table 2 , 1) , ii)(Inherent Viscosity)	-	0	-
3.3 , Table 2 , 1) , iii)(Apparent Viscosity at low shear rates using rotational viscometer at 23 °C with 60 phr plasticizer and 2 h ageing, Pa-s, Max)	-	0	-
3.3 , Table 2 , 1) , iv)(Volatile Matter, percent by weight, Max)	-	0	-
3.3 , Table 3 , 1) , i)(Residual Vinyl Chloride Monomer (RVCM) content)	-	0	-
3.3 , Table 3 , 1) , ii)(K-value)	-	0	-
3.3 , Table 3 , 1) , iii)(Sieve analysis)	-	0	-
3.3 , Table 3 , 1) , iv)(Apparent density)	-	0	-
3.3 , Table 3 , 1) , v)(Plasticizer absorption)	-	0	-
3.3 , Table 3 , 1) , vi)(Dry flow)	-	0	-
3.3 , Table 3 , 1) , vii)(Conductivity)	-	0	-
3.3 , Table 3 , 1) , viii)(Volatile matter)	-	0	-
3.3 , Table 3 , 1) , viii)(Volatile matter)	-	0	-
3.3 , Table 3 , 1) , ix)(Apparent viscosity)	-	0	-
4(DESIGNATION)	-	0	-
6(PACKING AND MARKING)	-	0	-

01 Dec, 2027

-
Included w.e.f. 04.11.2025

IS 14650 (2023)

UNALLOYED AND ALLOYED STEEL INGOT AND SEMI-FINISHED PRODUCTS FOR RE-ROLLING PURPOSES - SPECIFICATION (First Revision)

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause - 7.1(CARBON)	-	1000	-
Clause - 7.1(SULPHUR)	-	1000	-
Clause - 7.1(PHOSPHURS)	-	1000	-
Clause - 7.1(MANGANESE)	-	1000	-
Clause - 7.1(NITROGEN)	-	1000	-
As per Clause 10(Dimension)	-	3500	Include Cl. 10 and cl.11-Rs 3500/-
As per Clause 10.1(Dimension Width)	-	0	-
As per Clause 10.1(Dimension Thickness)	-	0	-
As per Clause 10.2(Dimension Length)	-	0	-
As per Clause 11/11.1/11.2/11.3/11.4(Tolerances)	-	0	-
As per Clause 11.5(Bend)	-	0	-
As per Clause 11.6(Camber)	-	0	-
As per Clause 11.7 (i)(Out of Square)	-	0	-
As per Clause 11.7 (ii)(Round Corners)	-	0	-
As per Clause 11.7 (iii)(Ridges due to gas cutting)	-	0	-
As per Clause 11.7 (iv)(Taper (Width variation on top and bottom surface at one location)	-	0	-
As per Clause 11.7 (v)(Edge slanting (Width variation on top and bottom surface at one location)	-	0	-
As per Clause 11.7 (vi)(Convexity(Difference in thickness from edge to curve)	-	0	-
As per Clause 11.7 (vii)(Chamfering (Length variation on top and bottom surface at one location)	-	0	-
As per Clause 11.7 (viii)(Wedge (Thickness variation at the edges along the cross section)	-	0	-
As per Clause 11.7 (ix)(Scarfing pits)	-	0	-
As per Clause 12/12.1/12.2/12.3(Freedom from defects)	-	1000	-
Clause. 13(Macro examination test.)	-	1500	-
Clause. 13(Macro examination test.)	-	0	-
Clause. 13(Sulphur print.)	-	1500	-
Clause. 13(Inclusion content)	-	1500	-
Clause. 14(Marking)	-	500	-
Clause.15(Ordering information)	-	500	-
Clause.6.0(Manufacture)	-	500	-
Clause.7.1(Silicon)	-	1000	-
Clause.7.1(Carbon Equbalant)	-	1500	-
Clause.7.1(Microalloy element)	-	2500	-
Clause - 7.1(CARBON)	-	-	-
Clause - 7.1(SULPHUR)	-	-	-
Clause - 7.1(PHOSPHURS)	-	-	-
Clause - 7.1(MANGANESE)	-	-	-
Clause - 7.1(NITROGEN)	-	-	-
As per Clause 10(Dimension)	-	-	-
As per Clause 10.1(Dimension Width)	-	-	-
As per Clause 10.1(Dimension Thickness)	-	-	-
As per Clause 10.2(Dimension Length)	-	-	-
As per Clause 11/11.1/11.2/11.3/11.4(Tolerances)	-	-	-
As per Clause 11.5(Bend)	-	-	-
As per Clause 11.6(Camber)	-	-	-
As per Clause 11.7 (i)(Out of Square)	-	-	-
As per Clause 11.7 (ii)(Round Corners)	-	-	-
As per Clause 11.7 (iii)(Ridges due to gas cutting)	-	-	-
As per Clause 11.7 (iv)(Taper (Width variation on top and bottom surface at one location)	-	-	-
As per Clause 11.7 (v)(Edge slanting (Width variation on top and bottom surface at one location)	-	-	-
As per Clause 11.7 (vi)(Convexity(Difference in thickness from edge to curve)	-	-	-
As per Clause 11.7 (vii)(Chamfering (Length variation on top and bottom surface at one location)	-	-	-
As per Clause 11.7 (viii)(Wedge (Thickness variation at the edges along the cross section)	-	-	-
As per Clause 11.7 (ix)(Scarfing pits)	-	-	-
As per Clause 12/12.1/12.2/12.3(Freedom from defects)	-	-	-
Clause. 13(Macro examination test.)	-	-	-
Clause. 13(Macro examination test.)	-	-	-
Clause. 13(Sulphur print.)	-	-	-
Clause. 13(Inclusion content)	-	-	-
Clause. 14(Marking)	-	-	-
Clause.15(Ordering information)	-	-	-
Clause.6.0(Manufacture)	-	-	-
Clause.7.1(Silicon)	-	-	-
Clause.7.1(Carbon Equbalant)	-	-	-
Clause.7.1(Microalloy element)	-	-	-

01 Dec, 2027

-
Included w.e.f. 04.09.2025

IS 1660 (2024)

Wrought and Cast Aluminium Utensils Specification ( Second Revision )

26500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-3.1.1, 3.1.2(Minimum Thickness of Sheet)	-	500	-
Cl-3.1.3, Table-2(Minimum Thickness at the Bottom)	-	500	-
Cl-3.1.3, Table-2(Minimium Thickness of Wall at the Top Edge)	-	500	-
Cl-3.1.3, Table-2(Minimum Cover Thickness)	-	500	-
Cl-4.1(Main body of utensil)	-	1500	-
Cl-4.1(Cast cookware)	-	1500	-
Cl-4.1(Other aluminum components and parts)	-	1500	-
Cl-4.1.1(Lids (material))	-	1500	-
Cl-4.1.1(Minimum thickness of lid)	-	500	-
Cl-4.1.2(Minimum thickness of glass)	-	500	-
Cl-4.1.2(Material of rim)	-	1500	-
Cl-4.1.2(Minimum thickness of rim)	-	500	-
Cl-4.2(Material of strips)	-	1500	-
Cl-4.2(Stainless steel handles, rivets and fittings)	-	1500	-
Cl-4.3(Clips of lunch box)	-	1000	-
Cl-4.3(Clips of lunch box)	-	1000	-
Cl-4.3(Rivets used in lunch box)	-	1000	-
Cl-4.4(Screws, studs/nuts, and locking loop)	-	1000	-
Cl-4.5(Rivets for fixing of handles)	-	1000	-
Cl-4.5(Material of cap)	-	1500	-
Cl-4.6(Strips used for flame guards)	-	1000	-
Cl-4.6(stainless steel)	-	1000	-
Cl-5(Fabrication)	-	100	-
Cl-6(Shape and Dimensions)	-	500	-
Cl-7.1(Handles, when fitted)	-	500	-
Cl-7.2(Handles)	-	500	-
Cl-7.3 (Cl- 4.1 of IS 13395)(Construction)	-	500	-
Cl-7.3 (Cl- 4.2 of IS 13395)(Materials)	-	500	-
Cl-7.3 (Cl- 4.3 of IS 13395)(Selection and Size)	-	500	-
Cl-7.3 (Cl- 4.4 of IS 13395)(Position of Handle and Knob with Respect to Cookware)	-	1500	-
Cl-7.3 (Cl- 4.5 of IS 13395)(Attachment to Cookware)	-	1500	-
Cl-7.3 (Cl- 5.2 of IS 13395)(Bending Strength)	-	1500	-
Cl-7.3 (Cl- 5.3 of IS 13395)(Torque Strength)	-	1500	-
Cl-7.3 (Cl- 5.4 of IS 13395)(Impact Strength)	-	1500	-
Cl-7.3 (Cl- 5.5 of IS 13395)(Fatigue Resistance)	-	2000	-
Cl-7.3 (Cl- 5.6 of IS 13395)(Leakage)	-	1500	-
Cl-7.3 (Cl- 5.7 of IS 13395)(Thermal Insulation)	-	1500	-
Wrought and Cast Aluminium Utensils — Specification(Heat Resistance)	-	1000	-
Cl-7.3 (Cl- 5.9 of IS 13395)(Washing Resistance (Type Test))	-	1000	-
Cl-7.3 (Cl- 5.10 of IS 13395)(Burning Resistance)	-	1000	-
Cl-8(Workmanship and Finish)	-	500	-
Cl-8.3(Utensils, if anodized, fully or partially)	-	1000	-
Cl-8.3(Minimum nominal thickness)	-	500	-
Cl-8.3(Thickness of hard anodized)	-	500	-
Cl-8.3(Finish and appearance of hard anodized)	-	500	-
Cl-8.3(Abrasion resistance of hard anodized)	-	1000	-
Cl-8.3(Colour of hard anodized)	-	500	-
Cl-8.3(Hardness of hard anodized)	-	500	-
Wrought and Cast Aluminium Utensils — Specification(Lid of the cookware)	-	500	-
Cl-8.5(Non-stick unreinforced PTFE)	-	1500	-
Cl-8.6(Ceramic coating)	-	1500	-
Cl-8.7(The thickness test, adhesion test)	-	500	-
Cl-8.7(Minimum thickness of coating)	-	500	-
Cl-8.7.1(Dry heat the cookware)	-	1000	-
Cl-8.8(Requirements of PTFE)	-	1000	-
Cl-8.9(Material for induction plate)	-	500	-
Cl-8.9(Test for Induction compatible base)	-	500	-
Cl-8.10.1(Tests for Lunch Boxes- Performance Test)	-	1500	-
Cl-8.10.1(Tests for Lunch Boxes- Performance Test)	-	1500	-
Cl-8.10.2(Tests for Lunch Boxes- Ground Nut Oil Test for Leakage)	-	1000	-
Cl-8.11.1(Test(s) on Tempered Glass Lid- Fragmentation Test)	-	1000	-
Cl-8.11.2(Test(s) on Tempered Glass Lid-Ball Drop Test)	-	1000	-
Cl-8.11.3(Test(s) on Tempered Glass Lid- Thermal Shock Test)	-	1500	-
Cl-8.11.4(Test(s) on Tempered Glass Lid- Free Fall Test)	-	1500	-
Cl-9.1(Normal Capacity)	-	500	-
Cl-9.2(Normal Capacity of internal diameter)	-	500	-
Cl 3.1.4 Table 3 (Amendment No.1)(Thickness of cast cookware- Cast Aluminium- Minimum Base Thickness of Body)	-	500	-

01 Dec, 2027

-
Included w.e.f.01.09.2025

IS 1897 (2008)

Copper strip for electrical purposes - Specification (Third Revision)

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
CLAUSE 4(SUPPLY OF MATERIAL)	-	500	-
CLAUSE 6(CHEMICAL COMPOSITION)	-	6500	-
CLAUSE 8(MECHANICAL PROPERTIES)	-	7500	-
CLAUSE 8.2(Bend Test)	-	1500	-
CLAUSE 9(ELECTRICAL RESISTIVITY TEST)	-	1500	-
CLAUSE 10(TEST FOR CONTROLLED PROOF RESISTANCE (OPTIONAL))	-	1000	-
CLAUSE 11(DlMENSIONS AND TOLERANCES)	-	1000	-
CLAUSE 13(RETEST)	-	0	-
Cl. 8.3(Edgewise bending,)	-	500	-
Cl. 8.3(Thickness)	-	500	-
Cl. 8.3(Tensile)	-	0	-
Cl. 8.3(Elongation)	-	0	-
Cl. 8.3(Hardness)	-	0	-

01 Dec, 2027

-
Included w.e.f.02.09.2025

IS 613 (2000)

Copper rods and bars for electrical purposes - Specification (Third Revision)

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause no.3(SUPPLY OF MATERIAL)	-	100	-
Clause no.6(FREEDOM FROM DEFECTS)	-	500	-
Clause no.7(CONDITION OF SUPPLY)	-	100	-
Clause no.8(CHEMICAL COMPOSITION)	-	6500	-
Clause no.9.1, table no,1(" tensile test ")	-	5500	-
Clause no.9.2(Bend test)	-	2500	-
"Clause no.10.1 and 11.1.1 Table No. 2"(Dimensions and Tolerances)	-	1000	-
"Clause no.10.2 and Table No. 3"("Tolerances on Length of Bar Rod in Straight Length ")	-	1000	-
"Clause no.10.4 and Table No. 4"(Corner Radius and Tolerances)	-	500	-
"Clause no.11 and Table No. 5"(Electrical Resistivity)	-	1000	-
Clause no. 13(packing)	-	100	-
Clause no. 14(Marking)	-	500	-

01 Dec, 2027

-
Included w.e.f.21.08.2025

IS 737 (2024)

WROUGHT ALUMINIUM AND ALUMINIUM ALLOY SHEET AND STRIP FOR GENERAL ENGINEERING PURPOSES SPECIFICATION (Fifth Revision)

14200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4(Ordering Information - IS 737)	-	100	-
Cl. 4 (a)(Grade/ Thickness - IS 737)	-	100	-
Cl. 4 (b)(Condition - IS 737)	-	100	-
Cl. 4 (c)(Quantity in Kg - IS 737)	-	100	-
Cl. 4 (d)(Size - Thickness X Width X Length (T X W X L) in mm for sheets and (T X W) in mm for Strips/ Coils - IS 737)	-	500	-
Cl. 4 (e)(Coil ID and Coil Weight for Strips/ Coils - IS 737)	-	100	-
Cl. 4 (f)(Core/ Spool Requirement for Coils - IS 737)	-	100	-
Cl. 4 (g)(Packing Mode - IS 737)	-	100	-
Cl. 5(Supply for Material - IS 737/ IS 10259)	-	100	-
Cl. 6(Freedom from Defects - IS 737)	-	500	-
Cl. 7(Chemical Composition - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	5500	Cl.7 chemical composition of all elements- Rs 5500/-
Cl. 7(Si - IS 504 (Part-1)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Fe - IS 504 (Part-2)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Cu - IS 504 (Part-3)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Mn - IS 504 (Part-5)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Mg - IS 504 (Part-6)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Cr - IS 504 (Part-8)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Zn - IS 504 (Part-4)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Ti - IS 504 (Part-11)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Others (Each) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Others (Total) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Al - IS 504)	-	0	-
Cl. 8(Mechanical Properties - IS 1608 (Part-1))	-	8500	Include Cl. 8.1 and 8.2- Rs 8500/-
Cl. 8.1(0.2% Proof Stress - IS 1608 (Part-1))	-	0	-
Cl. 8.1(Tensile Strength - IS 1608 (Part-1))	-	0	-
Cl. 8.1(Elongation on 50mm Gauge Length - IS 1608 (Part-1))	-	0	-
Cl. 8.2(Bend Test - IS 1599)	-	0	-
Cl. 9(Condition - IS 737/ IS 5052)	-	100	-
Cl. 10(Dimensions and Tolerances - IS 737/ IS 2676)	-	1500	-
Cl. 11(Selection of Test Samples - IS 737)	-	100	-
Cl. 11.1(Sheet and Strip of Aluminium or Non - Heat Treatable Aluminium Alloy - IS 737)	-	100	-
Cl. 11.2(Sheet and Strip of Heat - Treatable Aluminium Alloys - IS 737)	-	100	-
Cl. 12(Retests - IS 737/ IS 10259)	-	0	-
Cl. 13(Packaging - IS 737/ IS 10259)	-	0	-
Cl. 13.1(Marking - IS 737)	-	500	-

01 Dec, 2027

-
Included w.e.f.01.09.2025

IS 617 (2024)

Aluminium and Aluminium Alloys Ingots for Remelting and Castings for General Engineering Purposes â Specification (Fourth Revision)

14900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-6.1, Table-1(Si)	-	1000	-
Cl-6.1, Table-1(Fe)	-	1000	-
Cl-6.1, Table-1(Cu)	-	1000	-
Cl-6.1, Table-1(Mn)	-	1000	-
Cl-6.1, Table-1(Mg)	-	1000	-
Cl-6.1, Table-1(Cr)	-	1000	-
Cl-6.1, Table-1(Ni)	-	1000	-
Cl-6.1, Table-1(Zn)	-	1000	-
Cl-6.1, Table-1(Pb)	-	1000	-
Cl-6.1, Table-1(Sn)	-	1000	-
Cl-6.1, Table-1(Ti)	-	1000	-
Cl-6.1, Table-1(Others elements Each)	-	1000	-
Cl-6.1, Table-1(Others elements Total)	-	1000	-
Cl-6.1, Table-1(Aluminium)	-	1000	-
Cl-6.2(The chemical analysis)	-	0	-
Cl-7.1, Table-2(Sand-Cast Alloys- Tensile Strength)	-	1500	-
Cl-7.1, Table-2(Sand-Cast Alloys- Proof Stress)	-	1500	-
Cl-7.1, Table-2(Sand-Cast Alloys- Elongation)	-	1500	-
Cl-7.1, Table-2(Sand-Cast Alloys- Brinell Hardness HBW)	-	1000	-
Cl-7.1, Table-3(Chill Cast Alloys- Tensile Strength)	-	0	Same as cl 7.1, table-2 (sand cast)
Cl-7.1, Table-3(Chill Cast Alloys- Proof Stress)	-	0	-
Cl-7.1, Table-3(Chill Cast Alloys- Elongation)	-	0	-
Cl-7.1, Table-3(Chill Cast Alloys- Brinell Hardness HBW)	-	0	-
Cl-7.1, Table-4(Investment-Cast Alloys- Tensile Strength)	-	0	Same as cl 7.1, table-2 (sand cast)
Cl-7.1, Table-4(Investment-Cast Alloys- Proof Stress)	-	0	-
Cl-7.1, Table-4(Investment-Cast Alloys- Elongation)	-	0	-
Cl-7.1, Table-4(Investment-Cast Alloys-Brinell Hardness)	-	0	-
Cl-7.2(Tensile Tests)	-	0	-
Cl-7.3(Test Pieces)	-	500	-
Cl-7.4(Hardness)	-	500	-
Cl-8(Freedom from Defects)	-	500	-
Cl-11(RETEST)	-	0	-
Cl-13(Marking)	-	500	-
Cl. 6(Silicon)	-	0	-
Cl. 6(Iron)	-	0	-
Cl. 6(Copper)	-	0	-
Cl. 6(Manganese)	-	0	-
Cl. 6(Magnesium)	-	0	-
Cl. 6(Chromium)	-	0	-
Cl. 6(Nickel)	-	0	-
Cl. 6(Zinc)	-	0	-
Cl. 6(Lead)	-	0	-
Cl. 6(Tin)	-	0	-
Cl. 6(Titanium)	-	0	-
Cl. 6(Others Element Each)	-	0	-
Cl. 6(Others Element Total)	-	0	-
Cl. 6(Aluminium)	-	0	-
Cl. 6(Silver)	-	0	-
Cl. 6(Zirconium)	-	0	-
Cl. 6(Titanium+Zirconium)	-	0	-
Cl. 6(Antimony)	-	0	-
Cl. 6(Cobalt)	-	0	-
Cl. 6(Antimony+Cobalt)	-	0	-
Cl. 6(Beryllium)	-	0	-
10(Pressure Test)	-	1000	-

01 Dec, 2027

-
Included w.e.f.09.10.2025

IS 14756 (2024)

Stainless Steel Utensils - Specification (THIRD REVISION)

24900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3.1(Material used for manufacturing utensils)	-	2500	-
Cl 3.2(Material used for composite bottom)	-	2500	-
Cl 3.3(Material used for body of utensil of 3-ply construction)	-	2500	-
Cl 3.4(Material used for stainless steel lid)	-	1500	-
Cl 3.5(Material used for tempered glass lid)	-	1500	-
Cl 3.5(Material used for stainless steel rim)	-	1500	-
Cl 4.2 & Table 1(Minimum Sheet Thickness for Body of Utensil)	-	500	-
Cl 4.2 & Table 2(Minimum Sheet Thickness for Lid of Utensil)	-	500	-
Cl 4.2(Thickness of the finished utensil)	-	500	-
Cl 4.3(Classification)	-	500	-
Cl 4.4 (i)(Thickness of Aluminium disc/core)	-	500	-
Cl 4.4 (ii)(Thickness of Protector/cowl)	-	500	-
Cl 4.5(Minimum sheet thickness (3-ply utensil))	-	500	-
Cl 4.5(Thickness of finished utensil (3-ply utensil))	-	500	-
Cl 5.1(Manufacturing defect & visual appearance)	-	500	-
CL 5.2(Accessibility for cleaning)	-	500	-
Cl 5.3(Joining of handles to the utensils)	-	500	-
Cl 5.4(Requirement for handles)	-	13000	-
Cl 5.5(Welding (Finish))	-	3500	-
Cl 5.6(Finish of 3-ply utensil)	-	500	-
Cl 5.7(Requirement for coating)	-	1500	-
Cl 5.8(Coating thickness test)	-	1500	-
Cl 5.8(Coating adhesion test)	-	1000	-
Cl 5.8.1(Thermal shock test (Coating))	-	1000	-
Cl 6.1(Staining Test (Type Test - Frequency Once in a Year))	-	1500	-
Cl 6.7(Nominal Capacity Test)	-	500	-
Cl 8(Marking)	-	500	-
3.1(a) Carbon)	-	0	Already filled above
3.1(b) Silicon)	-	0	-
3.1(c)Manganese)	-	0	-
3.1(d) Nickel)	-	0	-
3.1(Chromium)	-	0	-
3.1(Sulphu)	-	0	-
3.1(Phosphorus)	-	0	-
Stainless Steel Utensils - Specification (THIRD REVISION)(Copper)	-	0	-
3.1(Nitrogen)	-	0	-
3.2 a(a) Carbon)	-	0	-
3.2 a(b) Silicon)	-	0	-
68995(Manganese)	-	0	-
3.2 a(d) Nickel)	-	0	-
3.2 a(Chromium)	-	0	-
3.2 a(Sulphur)	-	0	-
3.2 a(g) Phosphorus)	-	0	-
3.2 a(h) Copper)	-	0	-
3.2 a(Nitrogen)	-	0	-
3.2 b(a) Aluminium)	-	0	-
3.2 b(b) Copper)	-	0	-
3.2 b(c) Magnesium)	-	0	-
3.2 b(d) Silicon)	-	0	-
3.2 b(e) Iron)	-	0	-
3.2 b(f) Manganese)	-	0	-
3.2 b(d) Silicon)	-	0	-
3.2 b(e) Iron)	-	0	-
3.2 b(f) Manganese)	-	0	-
3.2 b(g) Zinc)	-	0	-
3.2 b(h) Titanium)	-	0	-
3.2 b(i) Chromium)	-	0	-
3.2 b(j) Cu+Si+Fe+Mn+Zn+mg)	-	0	-
3.2 b(k) Lead)	-	0	-
3.2 c(a) Carbon)	-	0	-
3.2 c(b) Silicon)	-	0	-
3.2 c(c) Manganese)	-	0	-
3.2 c(d) Nickel)	-	0	-
3.2 c(e) Chromium)	-	0	-
3.2 c(f) Sulphur)	-	0	-
3.2 c(g) Phosphorus)	-	0	-
3.3(a) Inner layer)	-	0	-
3.3(b) Middlelayer)	-	0	-
3.3(c) Outerlayer)	-	0	-
3.4(a) Carbon)	-	0	-
3.4(b) Silicon)	-	0	-
3.4(c) Manganese)	-	0	-
3.4(d) Nickel)	-	0	-
3.4(e) Chromium)	-	0	-
3.4(g) Phosphorus)	-	0	-
3.4(h) Copper)	-	0	-
3.4(i) Nitrogen)	-	0	-
3.4(Thickness stainless steel lid)	-	0	-
3.5(If the utensils provided with tempered glass lid)	-	0	-
4.1(Shapes and Dimensions)	-	500	-
4.2(Thickness of the sheet)	-	0	-
4.3(Classifications)	-	0	-
4.3(Core Thickness for 3-ply Construction (asper IS15960))	-	0	-
4.3(Thickness of protective layer (as per IS 15960))	-	0	-
4.4(Thickness of 3ply full body utensil)	-	0	-
5(Workmanship and finish)	-	0	-
5.4(Handles)	-	0	-
4.1 of IS 13395(Construction)	-	0	-
4.2 of IS 13395(Materials)	-	0	-
Cl 6.2(Mechanical Shock Test (for Cladded Utensils Only))	-	1000	-
Cl 6.3(Thermal Shock Test (for Cladded Utensils Only))	-	1000	-
Cl 6.4(Dry Heat Test (for Cladded Utensils Only))	-	1000	-
Cl 6.5(Coating Thickness Test (for Copper Deposit))	-	1000	-
Cl 6.6(Thermal shock test (3-ply construction utensil body))	-	1000	-
4.3 of IS 13395(Selection and Size)	-	0	-
4.4 of Is 13395(Position of Handle and Knob with Respect to Cookware)	-	0	-
4.5 of IS 13395(Attachment to Cookware)	-	0	-
5.2 of IS 13395(Bending Strength)	-	0	-
5.3 of IS 13395(Torque Strength)	-	0	-
5.4 of IS 13395(Impact Strength)	-	0	-
5.5 of IS 13395(Fatigue Resistance 15 000 cycles withstand)	-	0	-
5.6 of IS 13395(Leakage)	-	0	-
5.7 of IS 13395(Thermal Insulation)	-	0	-
5.8 of IS 13395(Heat Resistance)	-	0	-
5.9 of IS 13395(Washing Resistance)	-	0	-
5.10 of IS 13395(Burning Resistance)	-	0	-
5.5(Material comes in contact with food)	-	5000	-
6.1(Staining Test)	-	1500	-
6.2(Mechanical Shock Test)	-	0	-
6.3(Thermal Shock Test)	-	0	-
6.4(Dry Heat Test)	-	0	-
6.6(Heat test)	-	0	-
6.7.1(Nominal Capacity Test)	-	500	-
6.7.2(Internal diameter of utensil)	-	500	-
Annex C(Test for leaching)	-	1500	-
Annex C(Sensorial test)	-	1000	-
3.4(f) Sulphur)	-	0	-

01 Dec, 2027

-
Included w.e.f.09.10.2025

IS 2347 (2023)

DOMESTIC PRESSURE COOKER ï¿½ SPECIFICATION

32400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Gross capacity)	-	2000	-
4.2(Body Capacity)	-	2000	-
5.1(Body, Lid, Containers and Grid)	-	1500	-
5.1.2(Body and Lid )	-	1500	-
5.1.3(Stainless steel pressure cooker)	-	3000	-
5.1.4(Aluminium cooker )	-	2500	-
5.2(Safety Relief Device)	-	2000	-
5.3(Gasket)	-	4000	-
5.4(Handles and Knobs)	-	6500	-
5.5(Pressure Regulating Device )	-	1500	-
5.6(Vent Seal Pin for Pressure Regulating Device )	-	1500	-
5.7(Vent Pipe )	-	1500	-
5.8(Vent Pipe Nut )	-	1500	-
5.9(Spring )	-	2500	-
5.1(Material of Rim )	-	1500	-
5.11(Visual Pressure Indicator)	-	1500	-
5.12(Gasket Release System)	-	2500	-
6(Construction)	-	1000	-
7(Workmanship and Finish )	-	1500	-
8.1(Air Pressure Test )	-	3500	-
8.2(Proof Pressure Test )	-	4500	-
8.3(Operating Test for Pressure Regulating Device )	-	6500	-
8.4(Test for Safety Relief Device )	-	5500	-
8.5(Bursting Pressure Test )	-	5500	-
8.6(Test for Removal of Lid under Pressure )	-	6500	-
8.7(Test for Spring Loaded Mechanism )	-	5500	-
8.8(Composite Cooker Base )	-	6000	-
8.9(Aluminium induction compatible Base )	-	1500	-
8.1(Handles of cooker )	-	2500	-
8.11(External Coating)	-	1500	-
8.12(Internal Coating )	-	1500	-
8.13(Integral electrical heating)	-	4000	-
8.14(Ply construction cooker Body )	-	4000	-
8.15.1(Fragmentation Test )	-	1000	-
8.15.2(Ball Drop Test )	-	1000	-
8.15.3(Thermal Shock Test )	-	1500	-
8.15.4(Free Fall Test)	-	1500	-
8.17(Test for Effectiveness for Induction Bottom)	-	1500	-
11(Marking )	-	500	-
12(Packing )	-	500	-
4(Capacity)	-	0	-
5.1.1(Body, Lid, Containers and Grid)	-	0	-
5.1.2(Body, Lid, Containers and Grid)	-	0	-
5.1.3(Body, Lid, Containers and Grid)	-	0	-
5.1.4(Body, Lid, Containers and Grid)	-	0	-
5.1.5(Body, Lid, Containers and Grid)	-	0	-
5.2.1(Destructive Type Safety Relief Device)	-	1500	-
5.2.2(Resettable Type Safety Relief Device)	-	1000	-
5.3(Gasket)	-	0	-
5.4(Handles and Knobs)	-	0	-
5.5(Pressure Regulating Device)	-	0	-
5.6(Vent Seal Pin for Pressure Regulating Device)	-	0	-
5.7(Vent Pipe)	-	0	-
5.8(Vent Pipe Nut)	-	0	-
5.9(Spring)	-	0	-
5.10(Spring)	-	0	-
5.11(Visual Pressure Indicator)	-	0	-
5.12(Gasket Release System)	-	0	-
6(CONSTRUCTION)	-	0	-
6.1(Pressure Regulating Device)	-	0	-
6.1.1(Pressure Regulating Device)	-	0	-
6.1.1(Minimum Inside diameter of Vent Pipe.)	-	500	-
6.1.2(Pressure Regulating Device)	-	1000	-
6.1.3(Pressure Regulating Device)	-	0	-
6.1.4(Pressure Regulating Device)	-	0	-
6.1.5(Pressure Regulating Device)	-	0	-
6.1.6(Pressure Regulating Device)	-	0	-
6.2(Safety Relief Device)	-	1000	-
6.2.1(Safety Relief Device)	-	0	-
6.2.2(Safety Relief Device)	-	0	-
6.2.3(Safety Relief Device)	-	0	-
6.3.1(Temperature Responsive Safety Relief Device)	-	1500	-
6.3.2(Temperature Responsive Safety Relief Device)	-	0	-
6.3.3(Temperature Responsive Safety Relief Device)	-	0	-
6.4.1(Handles and Knobs)	-	0	-
6.4.2(Handles and Knobs)	-	0	-
6.4.2.1(Handles and Knobs)	-	0	-
6.5(CONSTRUCTION)	-	0	-
6.6(CONSTRUCTION)	-	0	-
6.7(Internal Level Marking)	-	0	-
6.8(Internal Level Marking)	-	0	-
7.1(WORKMANSHIP AND FINISH)	-	1000	-
7.2(WORKMANSHIP AND FINISH)	-	0	-
8.17(Test for Effectiveness for Induction Bottom)	-	0	-
8.16(PRD with chain)	-	500	-
8.15.4.2(Glass lid without rim)	-	500	-
8.15.4.1("Free Fall Test ( Glass lid with rim) ")	-	0	-
8.15.3(Thermal Shock Test on Tempered Glass lid)	-	0	-
8.15.2(Ball Drop Test on Tempered Glass lid)	-	0	-
8.15.1(Fragmentation Test on Tempered Glass lid)	-	0	-
8.14(3 ply construction cooker body)	-	0	-
8.13(Pressure cooker with integral electrical heating)	-	0	-
8.12(Internal Coating)	-	0	-
7.3(WORKMANSHIP AND FINISH)	-	0	-
7.4(WORKMANSHIP AND FINISH)	-	0	-
8.1(Air Pressure Test)	-	0	-
8.2(Proof Pressure Test)	-	0	-
8.3.1(Operating Test for Pressure Regulating Device)	-	0	-
8.4.1(Test for Safety Relief Device)	-	0	-
8.4.2(Test for Safety Relief Device)	-	0	-
8.4.2 NOTE(Test for Safety Relief Device)	-	0	-
8.5(Bursting Pressure Test)	-	0	-
8.6.1(Tests for Removal of Lid under Pressure For Outer Lid Cooker)	-	0	-
8.6.2(Tests for Removal of Lid under Pressure For inner Lid Cooker)	-	0	-
8.6.3(Tests for Removal of Lid under Pressure: For Cooker Fastened by Screw Clamps or Any Other Locking Device)	-	0	-
8.6.4(Tests for Removal of Lid under Pressure in case of electrical pressure cooker)	-	0	-
8.7(Test for Spring Loaded Mechanism)	-	0	-
8.8(Test for stainless steel cookers)	-	0	-
8.9("For stainless steel, aluminium induction compatible base and 3 ply cooker")	-	0	-
8.10(Testing of Handles of the cooker)	-	0	-
8.10 Note 3(Testing of Handles of the cooker)	-	0	-
8.10 Note 4(Testing of Handles of the cooker)	-	0	-
8.10 Note 5(Testing of Handles of the cooker)	-	0	-
8.10 Note 6(Testing of Handles of the cooker)	-	0	-
8.10.1(Testing of Handles of the cooker)	-	0	-
8.11.1(External Coating)	-	0	-
4.2(Body Capacity)	-	0	-
6.4.1.1(Handles and Knobs)	-	0	-

01 Dec, 2027

-
Included w.e.f.01.09.2025

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

ALL

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1500	-
4.2.3(Carbon Dispersion Test)	-	1000	-
5(Types and Features )	-	500	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.3(Types and Features )	-	700	-
5.6(Types and Features )	-	600	-
6.1(Finish)	-	500	-
7.1.1(Resistance to Deformation)	-	2500	-
7.1.2(Resistance to Deformation)	-	2500	-
7.2(Resistance to Impact)	-	2500	-
7.3(Test for Top Load Resistance)	-	2500	-
7.4(Tensile Strength)	-	2500	-
7.5(Flexural Modulus)	-	2000	-
7.6(overall Migration)	-	3000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	700	-
9.2(Man-Hole and Hand-Hole Lids)	-	700	-
9.1(Man-Hole and Hand-Hole Lids)	-	700	-
9.1(Lid Thickness)	-	700	-
7.3(Test for Top Load Resistance)	-	2000	-
6.1(Finish)	-	500	-
5.4(Wall Thickness above effective height)	-	700	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	700	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	700	-
4.2.1(Density)	-	1500	-
4.2.2(MFI)	-	2000	-
7.6(overall Migration)	-	3000	-
4.1(MATERIALS)	-	10500	-
4.2.2(MFR)	-	2000	-
4.2.1(Density)	-	1500	-
5.4(Wall Thickness)	-	700	-
10(MARKING)	-	500	-
Cl-7.6(Overall Migration)	-	3000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-

01 Dec, 2027

-
Included w.e.f.28.08.2025

IS 15622 (2017)

Pressed Ceramic Tiles - Specification (First Revision)

ALL

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5& 5.1, Table 1(Coordinating size- IS 13630(pt-1))	-	200	-
5& 5.1, Table 1(Work size- IS 13630(pt-1))	-	200	-
5& 5.1, Table 1(Thickness- IS 13630(pt-1))	-	200	-
5& 5.1, Table 2(Nominal size -IS 13630(pt-1))	-	200	-
5& 5.1, Table 2(Work size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 2(Thickness- IS 13630(pt-1))	-	200	-
5& 5.1, Table 3(Coordinating size- IS 13630(pt-1))	-	200	-
5& 5.1, Table 3(Work size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 3(Thickness- IS 13630(pt-1))	-	200	-
5& 5.1, Table 4(Nominal size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 4(Work size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 4(Thickness- IS 13630(pt-1))	-	200	-
6 table 5, i a (Length-IS 13630(pt-1))	-	200	-
6 table 5,i a (width-IS 13630(pt-1))	-	200	-
6 table 5, i b (Thickness- IS 13630(pt-1))	-	200	-
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	500	-
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	1000	-
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	2500	-
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	1000	-
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	500	-
6 table 5, ii f(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	1500	-
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	1500	-
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 5, ii j(Co-efficient of friction-tiles intended for used on floor )	-	500	-
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	1500	-
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	1000	-
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	1000	-
6 table 6, i a (Length-IS 13630(pt-1))	-	200	-
6 table 6, i a (width-IS 13630(pt-1))	-	200	-
6 table 6, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	-
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	2500	-
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	1000	-
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	1000	-
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	1500	-
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	1500	-
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 6, ii m(Co-efficient of friction-tiles intended for used on floor )	-	1000	-
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	1200	-
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6 table 7, i a (Length-IS 13630(pt-1))	-	200	-
6 table 7, i a (width-IS 13630(pt-1))	-	200	-
6 table 7, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	500	-
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	-
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	-
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	1000	-
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	500	-
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	1500	-
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	1500	-
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 7, ii m(Co-efficient of friction-tiles intended for used on floor )	-	1000	-
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	1200	-
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6 table 8, i a (Length-IS 13630(pt-1))	-	200	-
6 table 8, i a (width-IS 13630(pt-1))	-	200	-
6 table 8, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	1000	-
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	500	-
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	-
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	-
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	1000	-
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	1500	-
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	1500	-
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	1000	-
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	1000	-
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	1200	-
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6 table 9, i a (Length-IS 13630(pt-1))	-	200	-
6 table 9, i a (width-IS 13630(pt-1))	-	200	-
6 table 9, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	-
6 table 9, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	-
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	1000	-
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	1500	-
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	1500	-
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	-	-
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	-	-
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	-	-
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	-	-
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	-	-
6 table 9, ii q(Bulk Density-)	-	-	-
6 table 9, iii a(Resistance to staining )	-	-	-
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	-	-
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	-	-
CLAUSE NO. 5.2(Shapes and Sizes)	-	-	-
5.3(Spacer Lug)	-	-	-

01 Dec, 2027

-
Included w.e.f.21.08.2025

IS 15225 (2002)

Chlorinated polyvinyl chloride compounds used for pipes and fittings - Specifications

ALL

21500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Designation)	-	0	-
4.2.1(Data block 1)	-	0	-
4.2.2(Data block 2)	-	0	-
4.2.3, Table1(Data block 3)	-	0	-
4.2.4, table 2(Data block 4)	-	0	-
4.2.5, table 3(Data block 5)	-	1000	-
4.2.6(Data block 6)	-	1000	-
8.1.1(Resin k-value)	-	2500	-
8.1.2(Resin chlorine content)	-	5500	-
8.1.3(Form)	-	1000	-
8.1.4(Compound chlorine content)	-	5500	-
8.1.5(Appearance)	-	500	-
8.2.1(Vicat softening temperature)	-	3000	-
8.2.2(Charpy impact strength)	-	3000	-
8.2.3(Tensile strength)	-	3000	-
8.2.4(Tensile modulus)	-	3500	-
8.3(Ash content)	-	1800	-
4(Designation)	-	0	-
4.2.1(Data block 1)	-	0	-
4.2.2(Data block 2)	-	0	-
4.2.3, Table1(Data block 3)	-	0	-
4.2.4, table 2(Data block 4)	-	0	-
4.2.5, table 3(Data block 5)	-	0	-
4.2.6(Data block 6)	-	0	-
8.1.1(Resin k-value)	-	0	-
8.1.2(Resin chlorine content)	-	0	-
8.1.3(Form)	-	0	-
8.1.4(Compound chlorine content)	-	0	-
8.1.5(Appearance)	-	0	-
8.2.1(Vicat softening temperature)	-	0	-
8.2.2(Charpy impact strength)	-	0	-
8.2.3(Tensile strength)	-	0	-
8.2.4(Tensile modulus)	-	0	-
8.3(Ash content)	-	0	-

01 Dec, 2027

-
Included w.e.f.01.09.2025

IS 4457 (2007)

Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision)

ALL

23500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 5, Table 1 - iv -a (Resistance to Chemicals - Annex F)	-	3500	-
Cl. 5, Table 1 - iv -b (Resistance to conc. HNO3 and conc. H2SO4 - Annex G)	-	3500	-
3(MANUFACTURE)	-	0	-
4(MANUFACTURE)	-	0	-
5(MANUFACTURE)	-	0	-
4.1(DIMENSIONS AND TOLERANCES- Size)	-	250	-
4.2(DIMENSIONS AND TOLERANCES- Thickness)	-	250	-
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Length)	-	1000	-
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Width)	-	500	-
5-Table 1(i)-b(REQUIREMENTS-Dimensions and Surface Quality-Thickness)	-	500	-
5-Table 1(i)-c(REQUIREMENTS-Dimensions and Surface Quality-Straightness of sided)	-	500	-
5-Table 1(i)-d(REQUIREMENTS-Dimensions and Surface Quality-Rectangularity)	-	500	-
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Centre curvature)	-	500	-
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Edge curvature)	-	0	-
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Warpage)	-	0	-
5-Table 1(ii)(REQUIREMENTS-Surface Quality)	-	500	-
5-Table 1(iii)(REQUIREMENTS-Physical Properties-Water absorption by weigh(Average))	-	2500	-
5-Table 1(iii)-a(REQUIREMENTS-Physical Properties-Water absorption by weigh(Indivisual))	-	2500	-
5-Table 1(iii)-b-1(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness>=7.5mm))	-	2500	-
5-Table 1(iii)b-2(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness <7.5mm))	-	2500	-
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Average))	-	2500	-
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Individual))	-	2500	-
5-Table 1(iii)-d(REQUIREMENTS-Physical Properties-Abrusion resistance)	-	3500	-
4.1(Sizes)	-	250	-
4.2(Thickness)	-	250	-
5-Table 1-(i)-(a)(Length and width)	-	500	-
5-Table 1-(i)-(b)(Thickness)	-	250	-
5-Table 1-(i)-(c)(Straightnessn of sides(facial sides))	-	500	-
5-Table 1-(i)-(d)(Rectangularity)	-	500	-
5-Table 1-(i)-(e)(Surface flatness)	-	500	-
5-Table 1-(ii)(Surface Quality)	-	500	-
5-Table 1-(iii)-(a)(Water absorption ny weight)	-	3500	-
5-Table 1-(iii)-(b)(Breaking strenght in N)	-	3500	-
5-Table 1-(iii)-(c)(Modulus of rupture, in N/mm2 Not applicable to tiles with breaking strength >3000 N)	-	2500	-
5-Table 1-(iii)-(d)(Abrasin resistance)	-	2500	-
5-Table 1-(iv)-(a)(Resistance to chemicals)	-	3500	-
5-Table 1-(iv)-(b)(Resistance to concentrated HNO3 and H2SO4)	-	3500	-
6(Marking)	-	250	-
Cl. 5, Table 1 - iv -a (Resistance to Chemicals - Annex F)	-	0	-
Cl. 5, Table 1 - iv -b (Resistance to conc. HNO3 and conc. H2SO4 - Annex G)	-	0	-
3(MANUFACTURE)	-	0	-
4(MANUFACTURE)	-	0	-
5(MANUFACTURE)	-	0	-
4.1(DIMENSIONS AND TOLERANCES- Size)	-	0	-
4.2(DIMENSIONS AND TOLERANCES- Thickness)	-	0	-
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Length)	-	0	-
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Width)	-	0	-
5-Table 1(i)-b(REQUIREMENTS-Dimensions and Surface Quality-Thickness)	-	0	-
5-Table 1(i)-c(REQUIREMENTS-Dimensions and Surface Quality-Straightness of sided)	-	0	-
5-Table 1(i)-d(REQUIREMENTS-Dimensions and Surface Quality-Rectangularity)	-	0	-
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Centre curvature)	-	0	-
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Edge curvature)	-	0	-
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Warpage)	-	0	-
5-Table 1(ii)(REQUIREMENTS-Surface Quality)	-	0	-
5-Table 1(iii)(REQUIREMENTS-Physical Properties-Water absorption by weigh(Average))	-	0	-
5-Table 1(iii)-a(REQUIREMENTS-Physical Properties-Water absorption by weigh(Indivisual))	-	0	-
5-Table 1(iii)-b-1(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness>=7.5mm))	-	0	-
5-Table 1(iii)b-2(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness <7.5mm))	-	0	-
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Average))	-	0	-
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Individual))	-	0	-
5-Table 1(iii)-d(REQUIREMENTS-Physical Properties-Abrusion resistance)	-	0	-
4.1(Sizes)	-	0	-
4.2(Thickness)	-	0	-
5-Table 1-(i)-(a)(Length and width)	-	0	-
5-Table 1-(i)-(b)(Thickness)	-	0	-
5-Table 1-(i)-(c)(Straightnessn of sides(facial sides))	-	0	-
5-Table 1-(i)-(d)(Rectangularity)	-	0	-
5-Table 1-(i)-(e)(Surface flatness)	-	0	-
5-Table 1-(ii)(Surface Quality)	-	0	-
5-Table 1-(iii)-(a)(Water absorption ny weight)	-	0	-
5-Table 1-(iii)-(b)(Breaking strenght in N)	-	0	-
5-Table 1-(iii)-(c)(Modulus of rupture, in N/mm2 Not applicable to tiles with breaking strength >3000 N)	-	0	-
5-Table 1-(iii)-(d)(Abrasin resistance)	-	0	-
5-Table 1-(iv)-(a)(Resistance to chemicals)	-	0	-
5-Table 1-(iv)-(b)(Resistance to concentrated HNO3 and H2SO4)	-	0	-
6(Marking)	-	0	-

01 Dec, 2027

-
Included w.e.f. 04.08.2025

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

ALL

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	0	-
5.1(Tensile Adhesion Strength )	-	7000	a) Tensile(dry) - Rs. 3500/- b) Tensile (wet) - Rs.3500/-
5.1(Tensile Adhesion Strength)	-	0	a) Tensile(dry) - Rs. 3500/- b) Tensile (wet) - Rs.3500/-
5.2(Shear Adhesion Strength )	-	10500	a) dry - Rs.3500/- b) Heat ageing - Rs.3500/- c) Wet - Rs. 3500/-
5.2(Shear Adhesion Strength)	-	0	-
5.2(Shear Adhesion Strength)	-	0	-
5.3(OpenTime)	-	3000	-
5.4(Adjustment Time)	-	3500	-
5.5(Slip (Required for Vertical Application Only))	-	5500	-
5.6(Deformability (Required for VerticalApplication Only))	-	8000	-
8.2(Marking)	-	0	-
4(Classification)	-	0	-
5.1(Tensile Adhesion Strength )	-	0	-
5.1(Tensile Adhesion Strength)	-	0	-
5.2(Shear Adhesion Strength )	-	0	-
5.2(Shear Adhesion Strength)	-	0	-
5.2(Shear Adhesion Strength)	-	0	-
5.3(OpenTime)	-	0	-
5.4(Adjustment Time)	-	0	-
5.5(Slip (Required for Vertical Application Only))	-	0	-
5.6(Deformability (Required for VerticalApplication Only))	-	0	-
8.2(Marking)	-	0	-

01 Dec, 2027

-
Included w.e.f 11.09.2025

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

ALL

10900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	1000	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	2000	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	2000	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	2000	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	2000	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	2500	-
9.2.3(Adhesion of Plies - Annexure H)	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1500	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	1500	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	1000	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	1000	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	1000	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	1000	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	1000	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	600	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	0	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	200	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
6.2(Core- Moisture & Width)	-	0	-
6.3(Cross Bands and Faces- Moisture content)	-	0	-
6.3.1(Thickness of cross band and face veneers)	-	0	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	0	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	0	-
9.2.6(Spot test - Annexure L)	-	0	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	0	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
6.2(Core- Moisture & Width)	-	0	-
6.3(Cross Bands and Faces- Moisture content)	-	0	-
6.3.1(Thickness of cross band and face veneers)	-	0	-
9.2.6(Spot test - Annexure L)	-	0	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	0	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
6.2(Core- Moisture & Width)	-	0	-
6.3(Cross Bands and Faces- Moisture content)	-	0	-
6.3.1(Thickness of cross band and face veneers)	-	0	-
9.2.6(Spot test - Annexure L)	-	-	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	-	-
cl. 11(marking)	-	-	-
cl. 11.1(marking - BIS certification marking)	-	-	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	-	-
6.2(Core- Moisture & Width)	-	-	-
6.3(Cross Bands and Faces- Moisture content)	-	-	-
6.3.1(Thickness of cross band and face veneers)	-	-	-

01 Dec, 2027

-
Included w.e.f 20.03.2025 Size restricted upto 2100 mm

IS 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

ALL

13900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3 (Table 1)(b) 6 mm and above)	-	500	-
4.1(Flame retardant chemicals)	-	300	-
4.2(Flame retardant and preservative treatment)	-	500	-
4.3(Treatment)	-	500	-
5(PREPARATION FOR TREATMENT)	-	500	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	500	-
6.1.2(Soaking Treatment)	-	500	-
6.2(Choice of Treatment)	-	300	-
7(CONDITIONING AFTER TREATMENT)	-	500	-
8.1(Dimensions)	-	500	-
8.2(Thickness)	-	300	-
8.3, Taable-1 (i)(Tolerance- Length)	-	300	-
9(WORKMANSHIP AND FINISH)	-	300	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	300	-
11 (a)(For flammability)	-	1500	-
11 (b)(For flame penetration)	-	1500	-
11 (c)(For rate of burning)	-	1500	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	500	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	1500	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	1500	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	1500	-
12.2(Other Tests)	-	500	-
14(Marking)	-	200	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
8.3 (Table 1)(b) 6 mm and above)	-	0	-
4.1(Flame retardant chemicals)	-	0	-
4.2(Flame retardant and preservative treatment)	-	0	-
4.3(Treatment)	-	0	-
5(PREPARATION FOR TREATMENT)	-	0	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	0	-
6.1.2(Soaking Treatment)	-	0	-
6.2(Choice of Treatment)	-	0	-
7(CONDITIONING AFTER TREATMENT)	-	0	-
8.1(Dimensions)	-	0	-
8.2(Thickness)	-	0	-
8.3, Taable-1 (i)(Tolerance- Length)	-	0	-
9(WORKMANSHIP AND FINISH)	-	0	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
11 (a)(For flammability)	-	0	-
11 (b)(For flame penetration)	-	0	-
11 (c)(For rate of burning)	-	0	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	0	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	0	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	0	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	0	-
12.2(Other Tests)	-	0	-
14(Marking)	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
8.3 (Table 1)(b) 6 mm and above)	-	0	-
4.1(Flame retardant chemicals)	-	0	-
4.2(Flame retardant and preservative treatment)	-	0	-
4.3(Treatment)	-	0	-
5(PREPARATION FOR TREATMENT)	-	0	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	0	-
6.1.2(Soaking Treatment)	-	0	-
6.2(Choice of Treatment)	-	0	-
7(CONDITIONING AFTER TREATMENT)	-	0	-
8.1(Dimensions)	-	0	-
8.2(Thickness)	-	0	-
8.3, Taable-1 (i)(Tolerance- Length)	-	0	-
9(WORKMANSHIP AND FINISH)	-	0	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
11 (a)(For flammability)	-	0	-
11 (b)(For flame penetration)	-	0	-
11 (c)(For rate of burning)	-	0	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	0	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	0	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	0	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	0	-
12.2(Other Tests)	-	0	-
14(Marking)	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-

01 Dec, 2027

-
Included w.e.f 20.03.2025 Size restricted upto 2100 mm

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

ALL

17900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	1000	-
Cl-7.2(Thickness)	-	500	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	500	-
Cl-10.3(Moisture Content)	-	1000	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	1000	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	1000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1000	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	1000	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	1000	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	1000	-
Cl-10.8(Tensile Strength)	-	1000	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1000	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1000	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1000	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1000	-
Cl-10.11(Retention of Preservative)	-	1000	-
Cl-10.12(Formaldehyde Content Test)	-	2500	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	0	-
Cl-7.2(Thickness)	-	0	-
Cl-7.3(Squareness)	-	0	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	0	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	0	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	0	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	0	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	0	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	0	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	0	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	0	-
Cl-10.8(Tensile Strength)	-	0	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	0	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	0	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	0	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	0	-
Cl-10.11(Retention of Preservative)	-	0	-
Cl-10.12(Formaldehyde Content Test)	-	0	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	0	-
Cl-7.2(Thickness)	-	0	-
Cl-7.3(Squareness)	-	0	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	0	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	0	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	0	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	0	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	0	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	0	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	0	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	0	-
Cl-10.8(Tensile Strength)	-	0	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	0	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	0	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	0	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	0	-
Cl-10.11(Retention of Preservative)	-	0	-
Cl-10.12(Formaldehyde Content Test)	-	0	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-5.1(Timber)	-	-	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	-	-
Cl-6.1(Manufacture)	-	-	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	-	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	-	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	-	-
Cl-6.5(Manufacture (Scarf joints))	-	-	-
Cl-6.6(Manufacture ( Preservative treatment))	-	-	-
Cl-7.1(Dimensions -length)	-	-	-
Cl-7.2(Thickness)	-	-	-
Cl-7.3(Squareness)	-	-	-
Cl-8.1, 8.2(Workmanship and finish)	-	-	-
Cl-10.3(Moisture Content)	-	-	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	-	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	-	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	-	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	-	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	-	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	-	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	-	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	-	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	-	-
Cl-10.8(Tensile Strength)	-	-	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	-	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	-	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	-	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	-	-
Cl-10.11(Retention of Preservative)	-	-	-
Cl-10.12(Formaldehyde Content Test)	-	-	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	-	-

01 Dec, 2027

-
Size restricted upto 2100 mm Exclusion:Steady-State Formaldehyde Emission Test

IS 383 (2016)

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

All

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	700	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
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 )	-	200	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	200	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	200	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	200	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	200	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	200	-
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)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	200	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	200	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
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)	-	400	-
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)	-	200	-
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)	-	200	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	200	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	200	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	400	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	200	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	200	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	200	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	100	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	100	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	200	-
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 )	-	200	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	200	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	400	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	200	-
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 )	-	400	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	200	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	200	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	200	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	200	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	200	-
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))	-	1500	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1200	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1500	-
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))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2500	-
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))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	500	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1500	-
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))	-	1500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	500	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	500	-
7.2(Bulk Density loose)	-	600	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	1000	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	500	-
5.7 table 4 (Calcium oxide)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
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))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	500	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	500	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	500	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	500	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	500	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	0	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	0	-
5.4.3(b)( Aggregate Abrasion Value)	-	0	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
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)	-	0	-
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)	-	0	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulking Of Fine Aggregate)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	0	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.7 table 4 (Calcium oxide)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
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))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	0	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	0	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	0	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	0	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	0	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	0	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	0	-
5.4.3(b)( Aggregate Abrasion Value)	-	0	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
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)	-	0	-
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)	-	0	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulking Of Fine Aggregate)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	0	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.7 table 4 (Calcium oxide)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
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))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	0	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	0	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	0	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	0	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	0	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	0	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	0	-
5.4.3(b)( Aggregate Abrasion Value)	-	0	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
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)	-	0	-
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)	-	0	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulking Of Fine Aggregate)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	0	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.7 table 4 (Calcium oxide)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
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))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	0	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	0	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	0	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	0	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	0	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-

01 Dec, 2027

-
Included w.e.f.11.04.2025

IS 848 (2006)

Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision)

All

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 Table (i)(BWP (BOiling WaterProof))	-	2000	-
4 Table (i)(BWR (Boiling Water Resistant))	-	2000	-
4 Table (i)(MR (Moisture Ressistant))	-	2000	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	2000	-
7.4(Acidity and Alkalinity ( pH))	-	2000	-
4 Table (i)(BWP (BOiling WaterProof))	-	0	-
4 Table (i)(BWR (Boiling Water Resistant))	-	0	-
4 Table (i)(MR (Moisture Ressistant))	-	0	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	0	-
7.4(Acidity and Alkalinity ( pH))	-	0	-
4 Table (i)(BWP (BOiling WaterProof))	-	0	-
4 Table (i)(BWR (Boiling Water Resistant))	-	0	-
4 Table (i)(MR (Moisture Ressistant))	-	0	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	0	-
7.4(Acidity and Alkalinity ( pH))	-	0	-

01 Dec, 2027

-
Included w.e.f.10.03.2025

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

All

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	1500	-
Clause 7.3, Annex G(Average Breaking Load)	-	1000	-
Clause 7.3, Annex G(Individual Breaking Load)	-	1000	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	600	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	4500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	3000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	200	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	200	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	200	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	200	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	700	-
Clause 7.1.1 (General Quality)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	0	-
Clause 3.20(Spacer nibs)	-	400	-
10(Marking)	-	500	-
cl.5(Cement)	-	0	-
5.2(Mineral Admixture)	-	0	-
5.3(Chemical Admixtures)	-	0	-
5.4(Coarse and Fine Aggregates)	-	0	-
5.5(Pigments)	-	0	-
5.6(Water)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	0	-
Clause 7.3, Annex G(Average Breaking Load)	-	0	-
Clause 7.3, Annex G(Individual Breaking Load)	-	0	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	0	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	0	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	0	-
Clause 7.1.3 (Colour and Texture)	-	0	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	0	-
Clause 7.1.1 (General Quality)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	0	-
Clause 3.20(Spacer nibs)	-	0	-
10(Marking)	-	0	-
cl.5(Cement)	-	0	-
5.2(Mineral Admixture)	-	0	-
5.3(Chemical Admixtures)	-	0	-
5.4(Coarse and Fine Aggregates)	-	0	-
5.5(Pigments)	-	0	-
5.6(Water)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	0	-
Clause 7.3, Annex G(Average Breaking Load)	-	0	-
Clause 7.3, Annex G(Individual Breaking Load)	-	0	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	0	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	0	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	0	-
Clause 7.1.3 (Colour and Texture)	-	0	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	0	-
Clause 7.1.1 (General Quality)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	0	-
Clause 3.20(Spacer nibs)	-	0	-
10(Marking)	-	0	-
cl.5(Cement)	-	0	-
5.2(Mineral Admixture)	-	0	-
5.3(Chemical Admixtures)	-	0	-
5.4(Coarse and Fine Aggregates)	-	0	-
5.5(Pigments)	-	0	-
5.6(Water)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	0	-
Clause 7.3, Annex G(Average Breaking Load)	-	0	-
Clause 7.3, Annex G(Individual Breaking Load)	-	0	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	0	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	0	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	0	-
Clause 7.1.3 (Colour and Texture)	-	0	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	0	-
Clause 7.1.1 (General Quality)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	0	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	0	-
Clause 3.20(Spacer nibs)	-	0	-
10(Marking)	-	0	-
cl.5(Cement)	-	0	-
5.2(Mineral Admixture)	-	0	-
5.3(Chemical Admixtures)	-	0	-
5.4(Coarse and Fine Aggregates)	-	0	-
5.5(Pigments)	-	0	-
5.6(Water)	-	0	-

01 Dec, 2027

-
Included w.e.f.10.03.2025

IS 2202 : Part 1 (2023)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision

All

24500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	500	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
11.1(Dimensions - Height)	-	300	-
11.1(Dimensions - Width)	-	200	-
11.1(Dimensions - Thickness)	-	200	-
11.1(Dimensions - Variation in thickness)	-	500	-
11.1(Dimensions - Squareness)	-	300	-
11.12(End immersion test)	-	2000	-
11.13(Knife Test)	-	2000	-
11.14(Glue Adhesion Test)	-	2500	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	0	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	1500	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	1500	-
11.4(Impact Indentation Test)	-	2000	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	2000	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	2500	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	2000	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	1500	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	2500	-
11.11(Varying Humidity Test)	-	2500	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	1500	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 4.2(grades specified)	-	400	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	0	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	1500	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	0	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	0	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	0	-
Clause 11.2(General Flatness Test)	-	0	-
Clause 11.3(Local Planeness Test)	-	0	-
Clause 11.4(Impact Indentation Test)	-	0	-
Clause 11.5(Flexure Test)	-	0	-
Clause 11.6(Edge Loading Test)	-	0	-
Clause 11.7(Shock Resistance Test)	-	0	-
Clause 11.8(Buckling Resistance Test)	-	0	-
Clause 11.9(Slamming Test)	-	0	-
Clause 11.10(Misuse Test)	-	0	-
Clause 11.11(Varying Humidity Test)	-	0	-
Clause 11.12(End Immersion Test)	-	0	-
Clause 11.13(Knife Test)	-	0	-
Clause 11.14(Glue Adhesion Test)	-	0	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	0	-
4(Grade, Type and Construction)	-	0	-
5(Sizes and Thickness)	-	0	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.8(Buckling Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.1(Workmanship & Finish)	-	0	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
11.1(Dimensions - Height)	-	0	-
11.1(Dimensions - Width)	-	0	-
11.1(Dimensions - Thickness)	-	0	-
11.1(Dimensions - Variation in thickness)	-	0	-
11.1(Dimensions - Squareness)	-	0	-
11.12(End immersion test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	0	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	0	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	0	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	0	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	0	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	0	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	0	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	0	-
Clause 11.2(General Flatness Test)	-	0	-
Clause 11.3(Local Planeness Test)	-	0	-
Clause 11.4(Impact Indentation Test)	-	0	-
Clause 11.5(Flexure Test)	-	0	-
Clause 11.6(Edge Loading Test)	-	0	-
Clause 11.7(Shock Resistance Test)	-	0	-
Clause 11.8(Buckling Resistance Test)	-	0	-
Clause 11.9(Slamming Test)	-	0	-
Clause 11.10(Misuse Test)	-	0	-
Clause 11.11(Varying Humidity Test)	-	0	-
Clause 11.12(End Immersion Test)	-	0	-
Clause 11.13(Knife Test)	-	0	-
Clause 11.14(Glue Adhesion Test)	-	0	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	0	-
4(Grade, Type and Construction)	-	0	-
5(Sizes and Thickness)	-	0	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.8(Buckling Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.1(Workmanship & Finish)	-	0	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
11.1(Dimensions - Height)	-	0	-
11.1(Dimensions - Width)	-	0	-
11.1(Dimensions - Thickness)	-	0	-
11.1(Dimensions - Variation in thickness)	-	0	-
11.1(Dimensions - Squareness)	-	0	-
11.12(End immersion test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	0	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	0	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	0	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	0	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	0	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	0	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	0	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	0	-
Clause 11.2(General Flatness Test)	-	0	-
Clause 11.3(Local Planeness Test)	-	0	-
Clause 11.4(Impact Indentation Test)	-	0	-
Clause 11.5(Flexure Test)	-	0	-
Clause 11.6(Edge Loading Test)	-	0	-
Clause 11.7(Shock Resistance Test)	-	0	-
Clause 11.8(Buckling Resistance Test)	-	0	-
Clause 11.9(Slamming Test)	-	0	-
Clause 11.10(Misuse Test)	-	0	-
Clause 11.11(Varying Humidity Test)	-	0	-
Clause 11.12(End Immersion Test)	-	0	-
Clause 11.13(Knife Test)	-	0	-
Clause 11.14(Glue Adhesion Test)	-	0	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	0	-
4(Grade, Type and Construction)	-	0	-
5(Sizes and Thickness)	-	0	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.8(Buckling Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-

01 Dec, 2027

-
Included w.e.f 20.03.2025 Size restricted upto 2100 mm

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

All

14900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	500	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	500	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	1500	-
Cl-6.1(Dimensions (length))	-	1000	-
Cl-6.2(Thickness)	-	1000	-
Cl-6.3(Squareness)	-	1000	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	500	-
Cl-9.3(Moisture Content)	-	1500	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	1000	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	1000	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	1500	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-9.5.2(Water Resistance Test)	-	1500	-
Cl-9.6(Tensile Strength-Along the grain)	-	1500	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1000	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1000	-
Cl-9.10(Retention of Preservative)	-	1000	-
Cl-9.11(Formaldehyde Content Test)	-	2500	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	2500	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	0	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	0	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-

01 Dec, 2027

-
Included w.e.f 20.03.2025 Size restricted upto 2100 mm Exclusion:Steady-State Formaldehyde Emission Test

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

All

14900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	300	-
Cl-5.2, Table- 1 (i)(Blister)	-	300	-
Cl-5.2, Table- 1 (ii)(Checks)	-	300	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	300	-
Cl-5.2, Table- 1 (iv)(Dote)	-	300	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	300	-
Cl-5.2, Table- 1 (vi)(Joints)	-	300	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	300	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	300	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	300	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	300	-
Cl-5.2, Table- 1 (xi)(Patches)	-	300	-
Cl-5.2, Table- 1 (xii)(Splits)	-	200	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	200	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	200	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	500	-
Cl-7.2.1(Thickness of veneers)	-	500	-
Cl-7.2.3(Grain Direction)	-	200	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	200	-
Cl-7.2.5.2(Splits)	-	200	-
Cl-7.2.5.3(Overlap)	-	200	-
Cl-8.1(Dimensions -length)	-	200	-
Cl-8.2(Thickness of the plywood boards)	-	200	-
Cl-8.3(Squareness)	-	1000	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	2000	-
Cl-11.3.2(Mycological Test)	-	1500	-
Cl-11.4(Moisture Content)	-	1500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	2500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.6(Formaldehyde Content Test)	-	2500	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	2500	-
Cl-5.1(Classification by appearance)	-	0	-
Cl-5.2, Table- 1 (i)(Blister)	-	0	-
Cl-5.2, Table- 1 (ii)(Checks)	-	0	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	0	-
Cl-5.2, Table- 1 (iv)(Dote)	-	0	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	0	-
Cl-5.2, Table- 1 (vi)(Joints)	-	0	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	0	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	0	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	0	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	0	-
Cl-5.2, Table- 1 (xi)(Patches)	-	0	-
Cl-5.2, Table- 1 (xii)(Splits)	-	0	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	0	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	0	-
Cl-7.2.1(Thickness of veneers)	-	0	-
Cl-7.2.3(Grain Direction)	-	0	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	0	-
Cl-7.2.5.2(Splits)	-	0	-
Cl-7.2.5.3(Overlap)	-	0	-
Cl-8.1(Dimensions -length)	-	0	-
Cl-8.2(Thickness of the plywood boards)	-	0	-
Cl-8.3(Squareness)	-	0	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	0	-
Cl-11.3.2(Mycological Test)	-	0	-
Cl-11.4(Moisture Content)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.6(Formaldehyde Content Test)	-	0	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-5.1(Classification by appearance)	-	0	-
Cl-5.2, Table- 1 (i)(Blister)	-	0	-
Cl-5.2, Table- 1 (ii)(Checks)	-	0	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	0	-
Cl-5.2, Table- 1 (iv)(Dote)	-	0	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	0	-
Cl-5.2, Table- 1 (vi)(Joints)	-	0	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	0	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	0	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	0	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	0	-
Cl-5.2, Table- 1 (xi)(Patches)	-	0	-
Cl-5.2, Table- 1 (xii)(Splits)	-	0	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	0	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	0	-
Cl-7.2.1(Thickness of veneers)	-	0	-
Cl-7.2.3(Grain Direction)	-	0	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	0	-
Cl-7.2.5.2(Splits)	-	0	-
Cl-7.2.5.3(Overlap)	-	0	-
Cl-8.1(Dimensions -length)	-	0	-
Cl-8.2(Thickness of the plywood boards)	-	0	-
Cl-8.3(Squareness)	-	0	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	0	-
Cl-11.3.2(Mycological Test)	-	0	-
Cl-11.4(Moisture Content)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.6(Formaldehyde Content Test)	-	0	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-5.1(Classification by appearance)	-	0	-
Cl-5.2, Table- 1 (i)(Blister)	-	0	-
Cl-5.2, Table- 1 (ii)(Checks)	-	0	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	0	-
Cl-5.2, Table- 1 (iv)(Dote)	-	0	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	0	-
Cl-5.2, Table- 1 (vi)(Joints)	-	0	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	0	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	0	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	0	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	0	-
Cl-5.2, Table- 1 (xi)(Patches)	-	0	-
Cl-5.2, Table- 1 (xii)(Splits)	-	0	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	0	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	0	-
Cl-7.2.1(Thickness of veneers)	-	0	-
Cl-7.2.3(Grain Direction)	-	0	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	0	-
Cl-7.2.5.2(Splits)	-	0	-
Cl-7.2.5.3(Overlap)	-	0	-
Cl-8.1(Dimensions -length)	-	0	-
Cl-8.2(Thickness of the plywood boards)	-	0	-
Cl-8.3(Squareness)	-	0	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	0	-
Cl-11.3.2(Mycological Test)	-	0	-
Cl-11.4(Moisture Content)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.6(Formaldehyde Content Test)	-	0	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-5.1(Classification by appearance)	-	0	-
Cl-5.2, Table- 1 (i)(Blister)	-	0	-
Cl-5.2, Table- 1 (ii)(Checks)	-	0	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	0	-
Cl-5.2, Table- 1 (iv)(Dote)	-	0	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	0	-
Cl-5.2, Table- 1 (vi)(Joints)	-	0	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	0	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	0	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	0	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	0	-
Cl-5.2, Table- 1 (xi)(Patches)	-	0	-
Cl-5.2, Table- 1 (xii)(Splits)	-	0	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	0	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	0	-
Cl-7.2.1(Thickness of veneers)	-	0	-
Cl-7.2.3(Grain Direction)	-	0	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	0	-
Cl-7.2.5.2(Splits)	-	0	-
Cl-7.2.5.3(Overlap)	-	0	-
Cl-8.1(Dimensions -length)	-	0	-
Cl-8.2(Thickness of the plywood boards)	-	0	-
Cl-8.3(Squareness)	-	0	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	0	-
Cl-11.3.2(Mycological Test)	-	0	-
Cl-11.4(Moisture Content)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.6(Formaldehyde Content Test)	-	0	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-7.2.4(Scarf Joints)	-	0	-
Cl-9(WORKMANSHIP AND FINISH)	-	0	-

01 Dec, 2027

-
Included w.e.f 20.03.2025 Size restricted upto 2100 mm Exclusion : Steady-State Formaldehyde Emission Test

IS 15778 (2007)

Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification

All

102000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	2000	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	2000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	30000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	2000	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	1000	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	1000	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	1000	-
7.1.3 (Effective length)	-	1000	-
8(Pipe Ends)	-	1000	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	500	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	15000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	0	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2500	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2500	-
9.6 IS 12235(Part 14)(Density)	-	2000	-
10(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	30000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2500	-
10.4 IS 12235(Part 19)(Flattening Test)	-	2000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	2500	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1.3 (Effective length)	-	0	-
8.0(Pipe Ends)	-	0	-
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	0	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	0	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	0	-
10.0(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	0	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
6.3(K value Test)	-	0	-
6.3.3(Density)	-	0	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	0	-
7.1.3 (Effective length)	-	0	-
8(Pipe Ends)	-	0	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	0	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	0	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	0	-
10(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
6.3(K value Test)	-	0	-
6.3.3(Density)	-	0	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	0	-
7.1.3 (Effective length)	-	0	-
8(Pipe Ends)	-	0	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	0	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	0	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	0	-
10(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
6.3(K value Test)	-	0	-
6.3.3(Density)	-	0	-
5 Table 1(Classification of pipes)	-	-	-
6.2.1 Annex B(Chloride Content of Resin)	-	-	-
6.3(Compound Properties)	-	-	-
6.3.1 Annex B(Chloride content)	-	-	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	-	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	-	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	-	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	-	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	-	-
7.1.3 (Effective length)	-	-	-
8(Pipe Ends)	-	-	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	-	-
9.1(Visual Appearance)	-	-	-
9.1(Visual Appearance)	-	-	-
9.2 IS 12235 (Part 3)(Opacity)	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	-	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	-	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	-	-
9.6 IS 12235(Part 14)(Density)	-	-	-
10(Mechanical Properties)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	-	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	-	-
10.4 IS 12235(Part 19)(Flattening Test)	-	-	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	-	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	-	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	-	-
7.1.2(Wall Thickness (Maximum))	-	-	-
7.1.1(Outside Diameter at any point (Maximum))	-	-	-
6.3(K value Test)	-	-	-
6.3.3(Density)	-	-	-

01 Dec, 2027

-
-

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

All

16900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	2000	-
9.5(Tensile Strength IS 12235(Part 13))	-	2500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	2000	-
9.3(Density IS 12235 (Part 14))	-	1500	-
9.2(Internal Diameter)	-	0	-
9.1( Visual Appearance)	-	500	-
9.1(Visual Appearance)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4(Sealing rings - Hardness)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	3000	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	0	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0))	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0))	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	0	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	0	-
7.3.2(Rib height)	-	0	-
7.3.1(No.of Ribs)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	0	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported))	-	0	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	0	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	1500	Total charges for the all dimension including Rs.-1500/-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	0	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	15000	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	0	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	0	-
5(COLOUR)	-	500	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	0	-
8.4(Width b)	-	0	-
8.3.1 & 8.3.2 (Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A) Outside diameter d1(+0, -0.3) d2 d3 D1 (+0.3, -0) D2 D4 D5 (+0.3, -0) Z h3 (+0, -0.1) H4 (+0, -0.1) )	-	0	-
8.2(Threading of casing pipe As per IS 554 (from 40 to 80mm DN) Number of threads in 25.4mm Pitch (P) Height of thread (h) Major (Gauge Diameter) d Pitch(d2) Minor (d1) External Thread gauge length Nominal No. of turns of thread max min )	-	0	-
7.5.1 7.5.2 (Slot Dimension (Table 10) Fig 2A & 2B a. Minimum number of slot on the circumference b. Σa±5% c. Mean value of approximate free passage area (%) for width of slot (w) d. Tolerance on width of slot (w) e. Width of material between slot (b))	-	0	-
5.0(Colour of Pipes)	-	0	-
9.7(Effect on Water a) Lead (first extraction) b) Lead (Third extraction) c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction) d) Cadmium (All three extracts) e) Mercury (All three extracts) f) Other Toxic Substances )	-	5000	-
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	0	-
7.1(Screen Pipes)	-	0	-
11(Marking)	-	0	-
5.1(Materials)	-	0	-
8(Packing)	-	0	-
4.1.3(Cross Chain Length)	-	0	-
7.2(Link Twisted (Cross chain))	-	0	-
7.3(The Basic chains)	-	0	-
7.9(Case Depth)	-	0	-
8(Marking)	-	0	-
4.1.2(K-Value as per IS-4669)	-	0	-

01 Dec, 2027

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Bureau of Indian Standards

The National Standards Body of India

SHRI BAJRANG TESTING LABS, GREATER NOIDA

B-53 (Near Oppo Mobile Factory),Ecotech-6, Kasna, Greater Noida, Gautam Buddha Nagar, Uttar Pradesh, 201306

9821187762 sbtlgnoida@gmail.com

Scope List