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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21 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

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 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

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-

IS 12818 (2010)

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

All

16900 View breakup
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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, l5)	-	0	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	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	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	0	-
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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IS 13488 (2008)

Irrigation equipment - Emitting pipe systems - Specification (First Revision)

All

23300 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Materials - shall be resistant to fertilizers and chemicals commonly employed in irrigation, and shall be suitable for use with water at temperatures up to 60°C and at pressures designed for the emitting pipe)	-	500	-
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent )	-	0	-
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant)	-	0	-
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density)	-	0	-
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989)	-	0	-
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963)	-	0	-
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	0	-
5.1.2 (Ref. Cl 4.3 of IS 12786 : 1989)(Addition of not more than 10 percent of the manufactures own rework material produced during the manufacture and works testing of pipe complying with this standard is permitted. No other rework material shall be used)	-	0	-
6.2.2(Fittings)	-	500	-
6.3(General)	-	500	-
6.3(General)	-	0	-
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	2000	-
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes)	-	0	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	2000	-
8.2.1(Unregu/Qt~d Emining Pipe)	-	0	-
8.2.2(Regulated Emitting Pipes)	-	0	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	1000	Total charges for all dimension including Rs-1000/-
8.3.2(Inside Diameter ofEmitting Pipe)	-	0	-
8.3.3(Flow Paths in Emitting Unit)	-	2000	-
8.3.4(Spacing ofEmitter Units)	-	500	-
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	2000	-
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	0	-
8.5(Resistance to Tension at Elevated Temperature)	-	5500	-
8.5(Resistance to Tension at Elevated Temperature)	-	0	-
8.5(Resistance to Tension at Elevated Temperature)	-	0	-
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting IS 13479)	-	1500	-
8.7.1(Resistance of PE Emitting Pipe to Environmental Stress Cracking -Acceptance Test Annex D of IS 12786)	-	2000	-
8.7.2(Resistance of PE Emitting Pipe to Environmental Stress Cracking - Type Test Annex D of IS 12786)	-	4000	-
8.8(Determination of Emitting Unit Exponent)	-	1000	-
9.1(DESIGNATION - Non regulated Emitting Pipe)	-	0	-
9.2(DESIGNATION - Regulated Emitting Pipe)	-	0	-
4.1 a(Identification)	-	0	-
4.1 a(Identification)	-	0	-
4.1 c(Volatile matter Extract)	-	0	-
4.1 d(Density)	-	1500	-
4.1 d(MFI @ 1900C/2.16 Kg)	-	2000	-
4.2(Carbon black content)	-	2000	-
4.2(Carbon black dispersion)	-	1500	-
5.1(Materials)	-	0	-
6.1.1, Table 1,(i)(Nominal Diameter)	-	0	-
6.1.1, Table 1,(ii)(Inside Diameter)	-	0	-
6.1.1, Table 1,(iii)(Tolerance on I.D)	-	0	-
6.1.1, Table 1,(iv)(Wall Thickness)	-	0	-
6.2(Fittings)	-	0	-
6.3(General)	-	0	-
7.1(Test Specimens)	-	0	-
7.2(Order of Tests)	-	0	-
7.3(Testing Conditions)	-	0	-
7.4(Accuracy of Measuring Devices)	-	0	-
8.1(Uniformity of Emission Rate)	-	0	-
8.1.2(Unregulated Emitting Pipes)	-	0	-
8.1.3(Regulated Emitting Pipes)	-	0	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	0	-
8.2.1(Unregulated Emitting Pipes)	-	0	-
8.2.2(Regulated Emitting Pipes)	-	0	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	0	-
8.3.2(Inside Diameter ofEmitting Pipe)	-	0	-
8.3.3(Flow Paths in Emitting Unit)	-	0	-
8.3.4(Spacing of Emitter Units)	-	0	-
8.4(Resistance of Emitting Pipes to Hydrostatic Pressure)	-	0	-
8.5(Resistance to Tension at Elevated Temperature)	-	0	-
8.6(Resistance to Pull Out ofJoints Between Fitting and Emitting)	-	0	-
8.7.1(Acceptance Test)	-	0	-
8.7.2(Type Test)	-	0	-
8.8(Determination of Emitting Unit Exponen)	-	0	-
9.1(Non-regulated Emitting Pipe)	-	0	-
9.2(Regulated Emitting Pipe)	-	0	-
10.1(Marking)	-	0	-
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989)	-	0	-

01 Dec, 2027

-
CI 5.1.2 (Cl 4.1(a) Polyethylene, (b) Antioxidant of IS 12786)

IS 14333 (2022)

Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent ï¿½ Specification (First Revision)

all

59500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	0	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	0	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	0	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	0	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	0	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	0	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	0	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	0	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	0	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	0	-
5.2.1.1, T2(Compound ash content - Any Method)	-	0	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	0	-
5.3(Density of Higher olefin - IS 7328:2020)	-	6800	Total charges of the including Carbon black masterbatch test Rs.-1800 & Carbon Black Powder Rs.-5000
5.3(Olefin Constituents- 14333-2022)	-	0	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	0	-
5.3(Ash content- Any Method)	-	0	-
5.3(Toluene extract - Any Method)	-	0	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	0	-
5.3(Carbon black particle size - Any Method)	-	0	-
5.4(Antioxidant - Any Method)	-	0	-
6(Pipe Description - IS 14333-2022)	-	0	-
6.2(Colour- IS 14333-2022)	-	500	-
7.1(Visual Appearance- IS 14333-2022)	-	1000	Total charges for the all dimension including & Visual Appearance Rs.- 1000/-
7.2(Length- IS 14333-2022)	-	0	-
7.3(Coiling- IS 14333-2022)	-	0	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	0	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	0	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	0	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	5000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	4000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	7000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	18000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	0	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	2000	-
8.3(Carbon black content- IS 2530-1963)	-	2000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	1500	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	4000	-
8.6(Density-IS 7328:2020)	-	1500	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	3000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	2500	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	0	-
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J))	-	9000	-

01 Dec, 2027

-
Cl 5.1 Material, 5.2.1 (Dispersion of carbon black content), Cl. 5.3 (a) (Polyethylene), Cl. 5.4 (Anti-oxidant)

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

All

25100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	2000	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	1500	Total Charges for the all dimension including Rs.-1500/-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	0	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	0	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	0	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	0	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	0	-
Cl.8.1(The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-	500	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	2000	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	1500	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	2000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	4000	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	4000	-
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-	2000	-
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	2500	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1500	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	1500	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	1500	-
8.6(Effect on Water Test)	-	5000	-
14(Marking)	-	0	-

01 Dec, 2027

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-

IS 14735 (1999)

Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System -

14900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	0	-
3(Type of Fitting)	-	0	-
4(Size Designation)	-	0	-
5(Colour of fittings)	-	500	-
7.1,Table 1(Wall thickness)	-	1500	Total charges for the all dimension including Rs.-1500/-
7.2 ,Table 2&3(Socket Dimensions)	-	0	-
7.3(Dimensions of waste trap(Nahani Trap)	-	0	-
8(Sealing Rings)	-	500	-
10(Workmanship)	-	500	-
11(Design requirements)	-	0	-
11.1(Solvent cement type or Rubber ring type)	-	0	-
11.2(Socket and spigot configeration)	-	0	-
11.4,Table 5(Vent cowl)	-	500	-
11.5,Table 6(Pipe Clips)	-	500	-
12(Physical test requirements)	-	0	-
12.1(Visual appearance)	-	500	-
12.2(Stress relief test)	-	1500	-
12.3(Vicat softening tempewrature)	-	2000	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	4000	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	2000	-
Cl.15, Annex B(Sulphated Ash Content)	-	1500	-
16(Mechanical Properties)	-	0	-
16.1(Impact test)	-	1500	-
17(Watet tightness of joint)	-	1500	-
12.4(Effect on water test)	-	5000	-
7.4(Chamfer)	-	0	-
11.3(Access Openings)	-	500	-
Table 4(Dimension of Access Openings)	-	0	-

01 Dec, 2027

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-

IS 17546 (2021)

Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification

All

140000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Nominal Size(DN))	-	1000	Total charges for the all dimension including Rs.-1000/-
3.2(Nominal Outside Diameter)	-	0	-
3.3(Mean Inside Diameter of Socket at Entry)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.5(Out-of-Roundness (Ovality))	-	0	-
3.6(Nominal Wall Thickness)	-	0	-
3.7(Minimum Wall Thickness)	-	0	-
3.8(Tolerance)	-	0	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	0	-
3.11(Type Tests)	-	0	-
3.11(Acceptance Tests)	-	0	-
6(Composition)	-	35000	-
7(Dimensions of fitting)	-	2000	-
8.2(Opacity)	-	1000	-
8.1(Visual Appearance)	-	500	-
8.3(Stress Relief Test)	-	1500	-
8.4(Vicat softening Temperature)	-	1500	-
8.5(Density)	-	1000	-
8.6(Effect on water)	-	3500	-
9(Mechanical Properties)	-	105000	-
11(Marking)	-	500	-
Cl-6.2.2(Compound Chlorine Content)	-	0	-
Cl-6.2.5(Verification of the Malfunction Temperature)	-	0	-
Cl-9.1(Hydrostatic Characteristics)	-	0	-
Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-

01 Dec, 2027

-
-

IS 14885 (2022)

Polyethylene Pipes for the Supply of Gaseous Fuels ï¿½ Specification (First Revision)

All

458000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2(Grade of material)	-	100	Row material testing charges Rs. 35000
4.3(Nominal Diameter)	-	500	-
4.4(Colour)	-	500	-
5.1(Polyethylene compound)	-	0	-
5.3(Anti-oxidant)	-	5000	-
5.4(U-V stabilizer)	-	0	-
5.7(PE Compound Quality Evaluation)	-	235000	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	45000	-
5.6(Resistance to Weathering)	-	8500	-
6.1(Outside Diameter)	-	1500	-
6.1(Out of Roundness (Ovality))	-	1000	-
6.2(Wall Thickness)	-	1000	-
7(Finish)	-	1000	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	25000	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	25000	-
8.2(Reversion Test)	-	3500	-
8.3(Density)	-	1500	-
8.6(Thermal Stability (Oxidation Induction Time))	-	6500	-
8.7(Volatile Matter Content)	-	2000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	2500	-
8.9(Resistance to Weathering)	-	8500	-
6.4(Length of Pipe)	-	2500	-
8.4(Melt Flow Rate (MFR))	-	3000	-
8.5(Pigment Dispersion)	-	3500	-
8.10(Slow Crack Growth Rate Test)	-	15500	-
8.11(Squeeze-off)	-	10500	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	2500	-
5.1, 5.7 Table 2(ii) Melt flow rate (MFR))	-	3000	-
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time))	-	6500	-
5.1, 5.7 Table 2(iv) Volatile content)	-	2500	-
5.1, 5.7 Table 2(v) Water content1))	-	2500	-
5.1, 5.7 Table 2(vi) Pigment dispersion)	-	3500	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	15500	-
5.3(Anti-Oxidant)	-	5000	-
5.4(U.V. Stabilizer)	-	0	-
5.5(Effects of Gas Condensate on the Hydrostatic Strength)	-	45000	-
5.6(ii) Hydraulic characteristics)	-	25000	-
5.6(iii) Thermal stability (Oxidation induction time))	-	6500	-
6(Dimensions of pipes)	-	3500	-
7(Finish)	-	0	-
8.1(Hydraulic Characteristics)	-	25000	-
8.2(Reversion test)	-	3500	-
8.3(Density)	-	1500	-
8.4(Melt Flow Rate)	-	3000	-
8.5(Pigment Dispersion)	-	3500	-
8.6(Thermal Stability (Oxidation Induction Time))	-	6500	-
8.7(Volatile Matter Content)	-	2500	-
8.9(Resistance to Weathering)	-	8500	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	2500	-
8.10(Slow Crack Growth Rate Test)	-	15500	-
8.11(Squeeze-of)	-	10500	-
10(Marking)	-	0	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	25000	-

01 Dec, 2027

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Cl.5.4 (U.V. Stabilizer), Cl.5.3 (Anti-Oxidant)

IS 17425 (2020)

Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification

63000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	500	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	500	-
6(Visual Appearance)	-	500	-
7.1(Hydraulic Characteristics - Quality test)	-	9000	-
7.1(Hydraulic Characteristics - Acceptance test)	-	5000	-
7.2(Reversion Test)	-	2000	-
7.3(Tensile Test- i) Tensile Strength)	-	1500	-
7.3(Tensile Test - ii)Elongation at Break)	-	1000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	1500	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	1000	-
7.5(Density)	-	1500	-
7.6(Melt Flow Rate)	-	2000	-
7.6(Melt Flow Rate)	-	0	-
4.2(Carbon black- a)carbon content)	-	2500	-
4.2(Carbon black- b) Dispersion of carbon black)	-	1500	-
7.6(Melt now Rate (MFR))	-	0	-
7.5(Density)	-	0	-
7.4 Table-2(Fusion Compatibility Test)	-	0	-
7.3(Tensile Test)	-	0	-
7.2(Reversion Test)	-	0	-
7.1 Table -2(Hydraulic Characteristics)	-	0	-
6.1(VISUAL APPEARANCE)	-	0	-
5.1.2(Ovality)	-	500	-
5.1 table -1(DIMENSIONS OF PIPES)	-	0	-
4.3(Anti-oxidant)	-	500	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	0	-
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	0	-
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	0	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	0	-
3(CLASSIFICATION OF PIPES)	-	0	-
4.1(Quick Coupled Male and Female Couplers)	-	0	-
4.1(Quick Coupled Male and Female Couplers)	-	0	-
4.1.3(Workmanship and appearance)	-	0	-
4.1.4(Holding attachments for coupler parts)	-	0	-
6.1.3(Weldability Test- a) Quality test)	-	1500	-
6.1.3(Weldability Test- b) Acceptance test)	-	1000	-
3(Quick Coupled pipes)	-	0	-
3(QUICK COUPLED PIPES)	-	0	-
4(QUICK COUPLED FITTINGS)	-	0	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	0	-
4.1 (b)(HDPE couplers —)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Nickel Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Lead Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Tin Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Aluminium Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	0	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	0	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	0	-
4.1 .1.2.1(HDPE couplers)	-	0	-
4.1 .1.2.2(HDPE couplers)	-	0	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	500	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	500	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	500	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	500	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	500	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	0	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	0	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	0	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	0	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	0	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	0	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	0	-
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	500	-
6.1(Quick Coupled Pipes and Fittings)	-	0	-
6.1.1, 6.1.1.1(Leakage Test)	-	0	-
6.1.1, 6.1.1.1(Leakage Test)	-	0	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	0	-
6.1.3, 6.1.3.1(Weldability Test)	-	0	-
6.1.3.1.1(Weldability Test)	-	1500	-
6.1.3.2(Quick coupled fittings)	-	0	-
6.2, 6.2.1(Quick Coupled Fittings)	-	0	-
7.2.1(Visual and Workmanship Requirement)	-	0	-
6.2 b(Material Identification - Male & Female Coupler)	-	15000	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.3.4()	-	0	-
6.3.5(Material Identification - Saddle)	-	0	-
6.3.5(Material Identification - Pipe Ends)	-	0	-
6.3.6(Quick Coupled Pump Connectors - Visual)	-	0	-
4.2(Metallic Couplers)	-	0	-
4.2(Metallic Couplers)	-	0	-
7.2.1(Leakage Test)	-	0	-
Cl.4.1.3(Den sity Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(Thermal Stabi lity)	-	0	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	1500	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.5(Di men sion)	-	0	-
Cl.5.1.l(Outside Diameter)	-	0	-
Cl.5.1.l(Outside Diameter)	-	0	-
Cl.6.2.L(Wall Thickness)	-	0	-
Cl.6.2.4(Workmanship and Appearance)	-	0	-
Cl.6.2.6(Rubber Ring Hardness)	-	0	-
Cl.6.2.6(Ageing Test)	-	0	-
Cl.7.1.l(Visual Anneara nce)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.3(Reversion Test)	-	0	-
Cl.7.1.3(Reversion Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Elongation)	-	0	-
Cl.7.1.4(Elongation)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.6(Corrected Density)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.2(Cl.7.2.2)	-	0	-
Cl.7.2.3(Weld ability Test)	-	0	-
Cl.7.2.3(Weld ability Test)	-	0	-
6.2 (iii) Rubber Rings (a) Shore hardness(Shore hardness)	-	0	-
6.2 (iii) Rubber Rings (b) Accelerated Storage test(Accelerated Storage test)	-	0	-
5(Dimensions of pipe (outside diameter, ovality, wall thickness))	-	0	-
6.1(Thermal Stability (OIT))	-	0	-
6.1(Volatile Matter)	-	0	-
6.1(Water content)	-	0	-
6.1(Tensile strength at Yield & Elongation at break)	-	0	-
6.1(Carbon Black Content)	-	0	-
6.1(Carbon Black Dispersion)	-	0	-
6.2.1(Base Density x 2)	-	0	-
6.2.1(Melt Flow Index x 2)	-	0	-
6.2.1(Thermal Stability (OIT) x 2)	-	0	-
6.2.1(Volatile Matter x 2)	-	0	-
6.2.1(Water content x 2)	-	0	-
6.2.1(Carbon Black Content x 2)	-	0	-
6.2.1(Carbon Black Dispersion x 2)	-	0	-
6.2.1(Wall thickness of male & female coupler)	-	0	-
6.2.4(Workmanship and appearance (Visual))	-	0	-
6.2.5(Holding attachment for coupler parts)	-	0	-
6.2.5(Material Composition (Chemical Analysis))	-	0	-
4.2.2(Coating thickness (Hot dip Galvanized or Electroplated or Passivated or Powder Coated))	-	0	-
6.2.6(Material Identification (Chemical Analysis))	-	0	-
6.2.6(Color)	-	0	-
6.2.6(Rubber Ring Hardness Shore – A (Before Ageing))	-	0	-
6.2.6(Ageing Charges for rubber ring)	-	0	-
7.1.1(Visual appearance of pipes)	-	0	-
7.1.2(Hydraulic Characteristics)	-	0	-
7.1.2((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.1.2((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
7.1.3(Reversion)	-	0	-
7.1.4(Tensile strength & elongation)	-	0	-
7.1.5(Fusion Compatibility test)	-	0	-
7.1.5((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.1.5((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
7.1.6(Corrected Density)	-	0	-
7.1.6(Base Density)	-	0	-
7.1.6(Carbon black Content)	-	0	-
7.1.7(Melt Flow Rate (MFR))	-	0	-
7.2.1(Leakage test 1hour / 27°C)	-	0	-
7.2.2(Hydraulic Proof test 1hour / 27°C)	-	0	-
7.2.3((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.2.3((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
8(Supply of pipe (Visual))	-	0	-
4.1.1 (Table-1)(Density)	-	0	-
4.1.1 (Table-1)(Melt Flow Index)	-	0	-
4.1.1 (Table-1)(Oxidation Induction Time)	-	0	-
4.1.1 (Table-1)(Volatile Matter)	-	0	-
4.1.1 (Table-1)(Water content)	-	0	-
4.1.1 (Table-1)(Tensile strength at Yield & Elongation at break)	-	0	-
4.1.4(Carbon Black Content)	-	0	-
4.1.4(Carbon Black Dispersion)	-	0	-
4.1.1(Polyethylene material)	-	0	-
4.1.3, Table 1,(i)(Bass density)	-	0	-
4.1.3, Table 1,(ii)(Melt flow rate)	-	0	-
4.1.3, Table 1,(iii)(Thermal stability)	-	0	-
4.1.3, Table 1,(iv)(Volatile matter)	-	0	-
4.1.3, Table 1,(v)(Water content)	-	0	-
4.1.3, Table 1,(vi)(Minimum tensile strength at yield)	-	0	-
4.1.3, Table 1,(vii)(Minimum elongation at break)	-	0	-
4.1.4(The Carbon Content and Dispersion)	-	0	-
4.1.5(Carbon Black Specification)	-	0	-
4.1.6(Antioxidant)	-	0	-
4.1.7(Rework Material)	-	0	-
4.2(Metallic Couplers)	-	0	-
5.1, Table 1,(i)(Plain pipes)	-	0	-
5.1, Table 1,(ii)(90° Bends and tee)	-	0	-
5.1, Table 1,(iii)(Base pipe )	-	0	-
5.1, Table 1,(iv)(PCN)	-	0	-
5.1, Table 1,(v)(Reducers, ferrule reducers)	-	0	-
5.1, Table 1,(vi)(End caps, insert valve coupler, valve openers)	-	0	-
5.1, Table 1,(vii)(Riser pipe and socket)	-	0	-
7.1.1(Visual Appearance and Workmanship)	-	0	-
7.1.2(Hydraulic Performance Characteristic)	-	0	-
7.1.3(Reversion Test)	-	0	-
7.1.4(Tensile Test)	-	0	-
7.1.5(Fusion Compatibility Test)	-	0	-
7.1.6(Corrected Density)	-	0	-
7.1.7(Melt flow rate)	-	0	-
7.2.1(Leakage Test)	-	0	-
7.2.2(Hydraulic Proof Test)	-	0	-
7.2.3(Weldability Test)	-	0	-
7.3(Quick Couple Fitting)	-	0	-
10(Marking)	-	0	-
5.1.2(Squareness)	-	0	-
Cl 6.3.5, Table 5 Dimension of Quick Coupled Sprinkler Saddles (Foot Batten)(Table 5 Dimension of Quick Coupled Sprinkler Saddles (Foot Batten))	-	0	-

01 Dec, 2027

-
Cl. 4.1.5 (Density of Polythylene), Cl. 4.1.5 (Antioxidant)

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

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59500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	0	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	0	-
10.7(Sulphated Ash Content)	-	1500	-
5(CLASSIFICATION OF PIPES)	-	0	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	0	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	0	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	0	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	1000	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	0	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	800	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	0	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	0	-
7.2.1(DIMENSIONS-Socket)	-	500	-
7.2.1(DIMENSIONS-Socket)	-	0	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	500	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	0	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	0	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	0	-
8(SEALING RINGS)	-	500	-
9.1(PIPE ENDS)	-	500	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	0	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1500	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	18000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	0	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	0	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	0	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
10.3(Effect on Water Test)	-	5000	-
6.1.2(PVC Resin)	-	15000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	0	-
7.1.4(Length)	-	0	-
6.1.1(VCM Content)	-	0	-
7.2.1.2b(Maximum inner diameter of groove)	-	0	-
13.1(Marking)	-	0	-

01 Dec, 2027

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

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59500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	9000	-
8.9 table-6(Elongation at Break)	-	2500	-
8.8(Tensile Strength for Butt-fusion)	-	3000	-
8.7(Density)	-	1500	-
8.5 (Oxidation Induction Time)	-	4000	-
8.4( Melt Flow Rate)	-	2000	-
8.2(Longitudinal Reversion Test)	-	2000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	4000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	34000	-
7.4.1.2(Ovality)	-	0	-
7.4 table -3 & 4(6.1 Dimensions)	-	1000	Total charges for the all dimension including Rs.-1000/-
7.2(Length)	-	0	-
6.2.1(6.1.1 Identification Stripes)	-	0	-
6.2(Colour)	-	500	-
6.1.4(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-
6, 6.1.2(PIPE DESCRIPTION)	-	0	-
6, 6.1.1(PIPE DESCRIPTION)	-	0	-
6, 6.1(PIPE DESCRIPTION)	-	0	-
8.6(Overall migration)	-	2500	-
8.3(Carbon black)	-	2000	-
5.4(Anti oxydent)	-	0	-
5.3(e)(Carbon Black Master Batch)	-	6800	Total charges Carbon Black Masterbatch Rs.-1800 & Carbon Black Powder Rs-5000/-
5.3(d)(Carbon Black Master Batch)	-	0	-
5.3(c)(Carbon Black Master Batch)	-	0	-
5.3(b)(Carbon Black Master Batch)	-	0	-
5.3 (a)(Carbon Black Master Batch)	-	0	-
5.2(Polyethylene Resin)	-	0	-
5, 5.1 table-1(MATERIALS)	-	0	-
7()	-	0	-
5.2(Density)	-	0	-
5.2(MFI @ 1900C/5.0 Kg)	-	0	-
5.2(Volatile matter Content)	-	0	-
5.3(Toluene Extract)	-	0	-
Clause 7.1(Visual Apperance)	-	0	-
Clause 7.3(Coiling)	-	0	-
Clause 8.3(Carbon Black content)	-	0	-
Clause 8.3(Carbon Black Dispersion)	-	1500	-
Clause 8.6(Overall migration (stimulate))	-	0	-
Clause 8.6(Overall migration (surface of material))	-	0	-
7.1(Visual Appearance)	-	0	-
7.3(Coiling)	-	0	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	0	-
Cl. 8.3(Carbon Black Content)	-	0	-
Cl. 8.3(Carbon Black Dispersion)	-	0	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	0	-
8.7(Density-IS 7328:2020)	-	0	-
8.7(Corrected Density- IS 7328:2020)	-	0	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	0	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	0	-
Cl 8.3(Carbon Black Content)	-	0	-
Cl 8.3(Carbon Black Dispersion)	-	0	-

01 Dec, 2027

-
Cl. 5.4 (Anti-oxidant), Cl. 5.3(a) (Carbon Black Master Batch), Cl. 5.3(b), (Carbon Black Master Batch)

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