| 1 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
Class 1/2/3, SDR:11/13.5/17, Nominal size:15 to 150 mm |
99500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5
Table 1(Classification of pipes) |
- |
0 |
|
NOT A TEST |
| 6.3.1
Annex B(Chloride content) |
- |
2000 |
|
RESIN (Chloride content)TESTING CHARGE Rs 2000/- Compound (Chloride content)TESTING CHARGE Rs 2000/- |
| 6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
7500 |
|
(Verification of the Malfunction) TESTING CHARGE Rs 7500/- |
| 6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
12000 |
|
(compound properties testing )TESTING CHARGE Rs 12000/- |
| 7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
3000 |
|
(Dimension of Pipe)TESTING CHARGE Rs 3000/- |
| 7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
3000 |
|
(Dimension of Pipe)TESTING CHARGE Rs 3000/- |
| 7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
3000 |
|
(Dimension of Pipe)TESTING CHARGE Rs 3000/- |
| 7.1.3 (Effective length) |
- |
3000 |
|
(Dimension of Pipe)TESTING CHARGE Rs 3000/- |
| 8(Pipe Ends) |
- |
3000 |
|
(Dimension of Pipe)TESTING CHARGE Rs 3000/- |
| 9(PHYSICAL AND CHEMICAL CHARACTERISTICS) |
- |
0 |
|
OK |
| 9.1(Visual Appearance) |
- |
500 |
|
(Visual Appearance) TESTING CHARGE Rs 500/- |
| 9.1(Visual Appearance) |
- |
0 |
|
repeat |
| 9.2
IS 12235 (Part 3)(Opacity) |
- |
2500 |
|
(Opacity) TESTING CHARGE Rs 2500/- |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
5000 |
|
(Effect on water ) TESTING CHARGE Rs 5000/- |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
5000 |
|
(Effect on water ) TESTING CHARGE Rs 5000/- |
| Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
5000 |
|
(Effect on water ) TESTING CHARGE Rs 5000/- |
| Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
5000 |
|
(Effect on water ) TESTING CHARGE Rs 5000/- |
| Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
5000 |
|
(Effect on water ) TESTING CHARGE Rs 5000/- |
| 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) ) |
- |
5000 |
|
(Effect on water ) TESTING CHARGE Rs 5000/- |
| 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 |
|
repeat |
| 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.) |
- |
3000 |
|
(Reversion Test) TESTING CHARGE Rs 3000/- |
| 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.) |
- |
3000 |
|
(Vicat Softening Temperature ) TESTING CHARGE Rs 3000 |
| 9.6
IS 12235(Part 14)(Density) |
- |
2000 |
|
(Density) TESTING CHARGE Rs 2000/- |
| 10(Mechanical Properties) |
- |
0 |
|
OK |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
2999.97 |
|
(Hydrostatic Characteristics) 1 Hr TESTING CHARGE Rs 3000/- |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
5000 |
|
(Hydrostatic Characteristics) 165 Hr TESTING CHARGE Rs 5000/- |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
7000 |
|
(Hydrostatic Characteristics) 1000 Hr TESTING CHARGE Rs 7000 |
| 10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
35000 |
|
(Thermal Stability by Hydrostatic Pressure Testing) TESTING CHARGE Rs 35000/- |
| 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.) |
- |
3000 |
|
(Resistance to External Blow at O°C) TESTING CHARGE Rs 3000/- |
| 10.4
IS 12235(Part 19)(Flattening Test) |
- |
3000 |
|
(Flattening Test) TESTING CHARGE Rs 3000/- |
| 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.
) |
- |
3000 |
|
(Tensile Strength) TESTING CHARGE Rs 3000 |
| 5
Table 1(Classification of pipes) |
- |
0 |
|
OK |
| 6.2.1
Annex B(Chloride Content of Resin) |
- |
0 |
|
repeat |
| 6.3(Compound Properties) |
- |
12000 |
|
(Compound Properties) testing charge 12000/- |
| 6.3.1
Annex B(Chloride content) |
- |
0 |
|
repeat |
| 6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
0 |
|
repeat |
| 6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
0 |
|
repeat |
| 7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
0 |
|
repeat |
| 7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum)) |
- |
0 |
|
repeat |
| 7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum)) |
- |
0 |
|
repeat |
| 7.1.3 (Effective length) |
- |
0 |
|
repeat |
| 8.0(Pipe Ends) |
- |
0 |
|
repeat |
| 9.0(PHYSICAL AND 1CHARACTERISTICS) |
- |
0 |
|
repeat |
| 9.1(Visual Appearance) |
- |
0 |
|
repeat |
| 9.1(Visual Appearance) |
- |
0 |
|
repeat |
| 9.2
IS 12235 (Part 3)(Opacity) |
- |
0 |
|
repeat |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
0 |
|
repeat |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
repeat |
| Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
repeat |
| Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
repeat |
| Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
repeat |
| 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 |
|
repeat |
| 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 |
|
repeat |
| 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 |
|
repeat |
| 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 |
|
repeat |
| 9.6
IS 12235(Part 14)(Density) |
- |
0 |
|
repeat |
| 10.0(Mechanical Properties) |
- |
0 |
|
repeat |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
repeat |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
repeat |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
repeat |
| 10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
0 |
|
repeat |
| 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 |
|
repeat |
| 10.4
IS 12235(Part 19)(Flattening Test) |
- |
0 |
|
repeat |
| 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 |
|
repeat |
| 7.1.2(Wall Thickness (Maximum)) |
- |
0 |
|
repeat |
| 7.1.1(Outside Diameter at any point (Maximum)) |
- |
0 |
|
repeat |
| 6.3(K value Test) |
- |
3000 |
|
ok |
| 6.3.3(Density) |
- |
0 |
|
repeat |
|
- |
- - |
| 2 |
IS 10701 (2012) |
Structural plywood - Specification (First Revision) |
ALL |
17650 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.3(Glue Shear strength in dry state) |
- |
1000 |
|
20% DISCOUNT FOR BIS GSTIN EXTRA AS PER GOVT RULE |
| 11.4.1(Resistance to Water) |
- |
2500 |
|
- |
| 11.4.2(Resistance to Water) |
- |
2500 |
|
- |
| 11.5(Resistance to Micro-organisms) |
- |
2800 |
|
- |
| 11.6(Tensile Strength) |
- |
1000 |
|
- |
| 11.7.1(Compressive Strength, Bending Strength, Panel Shear Strength, Plate Shear Strength and Rolling Shear Strngth) |
- |
3000 |
|
- |
| 11.8(Wet Bending Strength) |
- |
2000 |
|
- |
| Clause 11.2(Moisture content) |
- |
400 |
|
- |
| Cl-8(Dimension and tolerances) |
- |
1200 |
|
- |
| Cl-9(Workmanship and finish) |
- |
100 |
|
- |
| Cl-7.1(Veneers) |
- |
200 |
|
- |
| Cl-7.2(Construction) |
- |
200 |
|
- |
| Cl-11.9(Retention of preservatives) |
- |
3000 |
|
- |
| Cl-4(Material) |
- |
0 |
|
CL.4 ADHESIVE EXTRA CHARGES |
| Cl-5(Plywood) |
- |
0 |
|
- |
| Clause. 7.3(Consruction Inclination) |
- |
0 |
|
- |
| Clause. 7.4(Moisture content) |
- |
400 |
|
- |
| Cl-8.2(Thicnkess) |
- |
200 |
|
- |
| Cl-8.3.1(Length) |
- |
200 |
|
- |
| Cl-8.3.1(width) |
- |
200 |
|
- |
| Cl-8.3.1(Tolerances- Thickness) |
- |
200 |
|
- |
| Cl-8.3.1(Edge Straightness) |
- |
200 |
|
- |
| Cl-8.3.1(Squareness) |
- |
200 |
|
- |
| Cl-11.6, Table-3 (i)((Modulus of Rupture: Across the Face Grain: Min Ind.)) |
- |
1500 |
|
- |
| Cl-11.8, Table-4((Modulus of Rupture: Across the Face Grain: Avg)) |
- |
1500 |
|
- |
| Cl-11.8, Table-4((Modulus of Rupture: Along the Face Grain: Min Ind)) |
- |
1500 |
|
- |
| Cl-11.8, Table-4(Modulus of Rupture: Along the Face Grain: Avg)) |
- |
1500 |
|
- |
| Cl-11.8, Table-4(Modulus of Elasticity: Across the Face Grain: Min Ind) |
- |
1500 |
|
- |
| Cl-11.8, Table-4((Modulus of Elasticity: Across the Face Grain: Avg)) |
- |
1500 |
|
- |
| Cl-11.8, Table-4((Modulus of Elasticity: Along the Face Grain: Min Ind)) |
- |
1500 |
|
- |
|
- |
- Included w.e.f 24.03.2026 |
| 3 |
IS 14616 (1999) |
Laminated veneer lumber specification |
all |
17500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Dimensions) |
- |
200 |
|
- |
| 6.2(Dimensions) |
- |
200 |
|
- |
| 7(workmanship and finish) |
- |
600 |
|
- |
| 8.2.1(moisture content) |
- |
800 |
|
- |
| 8.2.2(adhesion of plies) |
- |
1500 |
|
- |
| 8.2.3, 8.2.4, Table-1(modulus of rupture) |
- |
1500 |
|
- |
| 8.2.3, 8.2.4, Table-1(modulus of elasticity) |
- |
1500 |
|
- |
| 8.2.3, 8.2.4, Table-1(compressive strength parallel to grain) |
- |
1500 |
|
- |
| 8.2.3, 8.2.4, Table-1(horizontal shear a)-parallel to grain ,b)-perpendicular to grain) |
- |
3000 |
|
- |
| 8.2.3, 8.2.4, Table-1(tensile strength parallel to grain ) |
- |
2000 |
|
- |
| 8.2.3, 8.2.4, Table-1(screw holding power a)-parallel to grain ,b)-perpendicular to grain) |
- |
2000 |
|
- |
| 8.2.3, 8.2.4, Table-1(thickness swelling in 2 hrs. water soaking) |
- |
1000 |
|
- |
| 8.2.4(swelling in wear) |
- |
1000 |
|
- |
| Clause 8.2.1(Moisture content) |
- |
800 |
|
- |
|
- |
- Included w.e.f 09.06.2026 |
| 4 |
IS 14276 (2016) |
Cement bonded particle boards - Specification (First Revision) |
ALL |
14400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Finish) |
- |
400 |
|
- |
| 7(Dimensions and Tolerances) |
- |
600 |
|
- |
| 8.5(Workability) |
- |
500 |
|
- |
| 10.3, Table-1(Test for Density) |
- |
600 |
|
- |
| 10.5, Table-1(Test for Water Absorption) |
- |
1200 |
|
- |
| 10.6, Table-1(Test for swelling in water) |
- |
2000 |
|
- |
| 10.7, Table-1(Test for modulus of Rupture) |
- |
1500 |
|
- |
| 10.8, Table-1(Test for modulus of Elasticity) |
- |
1500 |
|
- |
| 10.9, Table-1(Test for tensile strength perpendicular to Surface) |
- |
3500 |
|
- |
| 10.1, Table-1(Test for Screw Withdrawal Strength) |
- |
2000 |
|
- |
| Clause 8.2 Table 1(Moisture content) |
- |
600 |
|
- |
| 6(Finish) |
- |
0 |
|
- |
| 7(Dimensions and Tolerances) |
- |
0 |
|
- |
| 8.5(Workability) |
- |
0 |
|
- |
| 10.3, Table-1(Test for Density) |
- |
0 |
|
- |
| 10.5, Table-1(Test for Water Absorption) |
- |
0 |
|
- |
| 10.6, Table-1(Test for swelling in water) |
- |
0 |
|
- |
| 10.7, Table-1(Test for modulus of Rupture) |
- |
0 |
|
- |
| 10.8, Table-1(Test for modulus of Elasticity) |
- |
0 |
|
- |
| 10.9, Table-1(Test for tensile strength perpendicular to Surface) |
- |
0 |
|
- |
| 10.1, Table-1(Test for Screw Withdrawal Strength) |
- |
0 |
|
- |
| Clause 8.2 Table 1(Moisture content) |
- |
0 |
|
- |
| 6(Finish) |
- |
0 |
|
- |
| 7(Dimensions and Tolerances) |
- |
0 |
|
- |
| 8.5(Workability) |
- |
0 |
|
- |
| 10.3, Table-1(Test for Density) |
- |
0 |
|
- |
| 10.5, Table-1(Test for Water Absorption) |
- |
0 |
|
- |
| 10.6, Table-1(Test for swelling in water) |
- |
0 |
|
- |
| 10.7, Table-1(Test for modulus of Rupture) |
- |
0 |
|
- |
| 10.8, Table-1(Test for modulus of Elasticity) |
- |
0 |
|
- |
| 10.9, Table-1(Test for tensile strength perpendicular to Surface) |
- |
0 |
|
- |
| 10.1, Table-1(Test for Screw Withdrawal Strength) |
- |
0 |
|
- |
| Clause 8.2 Table 1(Moisture content) |
- |
0 |
|
- |
|
- |
- Included w.e.f. 03.06.2026 |
| 5 |
IS 15786 (2008) |
Prelaminated cement bonded particle board - Specification |
ALL |
32900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 10.3 (Moisture content) |
- |
600 |
|
IS 15786 physical tests-15500, Raw material cl. 5.2, 5.3, 5.4-3000, IS 14276 as per clause 5.1-14400 ) |
| 5.1(Cement Bonded Particle Board) |
- |
14400 |
|
- |
| 5.2(Impregnated Base Paper) |
- |
1000 |
|
- |
| 5.4(Finished Foil) |
- |
0 |
|
- |
| 6(Manufacture) |
- |
0 |
|
- |
| 7(Finish) |
- |
0 |
|
- |
| 8(DIMENSIONS AND TOLERANCES) |
- |
600 |
|
- |
| 10.2(Test for Density) |
- |
600 |
|
- |
| 10.4(Test for Water Absorption) |
- |
1200 |
|
- |
| 10.5(Test for Swelling in Water) |
- |
1000 |
|
- |
| 10.6(Test for Modulus of Elasticity and Modulus of Rupture) |
- |
1000 |
|
- |
| 10.7(Test for Tensile Strength Perpendicular to Surface) |
- |
1000 |
|
- |
| 10.8(Test for Tensile Strength Perpendicular to Surface After Ageing) |
- |
3000 |
|
- |
| 10.9(Test for Screw Withdrawal Strength) |
- |
2000 |
|
- |
| 10.10(Test for Abrasion Resistance) |
- |
1500 |
|
- |
| 10.11(Test for Resistance to Steam) |
- |
600 |
|
- |
| 10.12(Test for Resistance to Crack) |
- |
600 |
|
- |
| 10.13(Test for Resistance to Cigarette Bum) |
- |
600 |
|
- |
| 10.14(Test for Resistance to Stain) |
- |
600 |
|
- |
| 11(Marking) |
- |
0 |
|
- |
| 5.3(Impregnated OverlaylUnderIay) |
- |
1000 |
|
Complete Testing Charges IS-32900 (For IS 15786 physical tests-15500, Raw material cl. 5.2, 5.3, 5.4-3000, IS 14276 as per clause 5.1-14400 ) |
|
- |
- Included w.e.f 01.04.2026 |
| 6 |
IS 19267 (2025) |
Oriented Strand Boards � Specification |
all |
19500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.1(Wood) |
- |
0 |
|
- |
| Cl-5.2(Adhesives) |
- |
0 |
|
EXTRA |
| Cl-5.3(Preservative) |
- |
0 |
|
EXTRA |
| Cl-7(Finish) |
- |
500 |
|
- |
| Cl-8.1(Any dimensions (length and width)) |
- |
1000 |
|
- |
| Cl-8.2(Thickness) |
- |
500 |
|
- |
| Cl-8.3(Squareness and Edge Straightness) |
- |
1000 |
|
- |
| Cl-8.4(Tolerances) |
- |
1000 |
|
- |
| Cl-9.1, Table-2 (i)(Density variation within board, Max) |
- |
1000 |
|
- |
| Cl-9.1, Table-2 (ii)(Moisture content,) |
- |
1000 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (i)(Modulus of rupture (MoR), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (ii)(Modulus of rupture (MoR), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (iii)(Modulus of elasticity (MoE), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (iv)(Modulus of elasticity (MoE), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (v)(Internal bond strength, N/mm2, Min) |
- |
2000 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (vi)(24 h thickness swelling (due to general absorption), percent, Max) |
- |
1500 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (vii)(Screw withdrawal strength (face), N, Min) |
- |
1500 |
|
- |
| Cl-9.1, Table-3 (GP-REG) (viii)(Screw withdrawal strength (edge), N, Min) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (i)(Modulus of rupture (MoR), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (ii)(Modulus of rupture (MoR), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (iii)(Modulus of elasticity (MoE), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (iv)(Modulus of elasticity (MoE), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (v)(Internal bond strength, N/mm2, Min) |
- |
2000 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (vi)(24 h thickness swelling (due to general absorption), percent, Max) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (vii)(Screw withdrawal strength (face), N, Min) |
- |
1500 |
|
- |
| Cl-9.1, Table-4 (LB-REG) (viii)(Screw withdrawal strength (edge), N, Min) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (i)(Modulus of rupture (MoR), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (ii)(Modulus of rupture (MoR), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (iii)(Modulus of elasticity (MoE), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (iv)(Modulus of elasticity (MoE), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (v)(Internal bond strength, N/mm2, Min) |
- |
2000 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (vi)(24 h thickness swelling (due to general absorption), percent, Max) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (vii)(Screw withdrawal strength (face), N, Min) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (viii)(Screw withdrawal strength (edge), N, Min) |
- |
1500 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (ix) (a)("Option1, Cyclic test:
(i) Internal bond Strength, N/mm2, Min") |
- |
2000 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (ix) (b)("Option 2, Boil test:
(i) Internal bond strength, N/mm2, Min") |
- |
2000 |
|
- |
| Cl-9.1, Table-5 (LB-MR) (x)(Modulus of rupture after cyclic test, N/mm2— Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (i)(Modulus of rupture (MoR), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (ii)(Modulus of rupture (MoR), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (iii)(Modulus of elasticity (MoE), N/mm2, Min — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (iv)(Modulus of elasticity (MoE), N/mm2, Min — Minor axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (v)(Internal bond strength, N/mm2, Min) |
- |
2000 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (vi)(24 h thickness swelling (due to general absorption), percent, Max) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (vii)(Screw withdrawal strength (face),) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (viii)(Screw withdrawal strength (edge),) |
- |
1500 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (ix)("Option1, Cyclic test:
(i) Internal bond Strength, N/mm2, Min") |
- |
2000 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (ix)("Option 2, Boil test:
(i) Internal bond strength, N/mm2, Min") |
- |
2000 |
|
- |
| Cl-9.1, Table-6 (HLB-MR) (x)(Modulus of rupture after cyclic test, N/mm2 — Major axis) |
- |
1500 |
|
- |
| Cl-9.1, Table-7 (i)(Formaldehyde content Fc, mg/100 g for oven dry board) |
- |
3000 |
|
- |
| Cl-9.1, Table-7 (ii)(Steady-state formaldehyde emission, Fc, mg/m3) |
- |
0 |
|
- |
| Cl-11(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f 17.03.2026 |
| 7 |
IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
UPTO 355 mm |
35500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
15000 |
|
Rs 35500 for Pipe, 15000 Extra for Raw material Testing |
| 5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2(Compound ash content - Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3(Density of Higher olefin - IS 7328:2020) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3(Olefin Constituents- 14333-2022) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3(Loading of Carbon Black - IS 2530:1963) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3(Ash content- Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3(Toluene extract - Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.3(Carbon black particle size - Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 5.4(Antioxidant - Any Method) |
- |
15000 |
|
15000 Extra for Raw material Testing |
| 6(Pipe Description - IS 14333-2022) |
- |
100 |
|
- |
| 6.2(Colour- IS 14333-2022) |
- |
100 |
|
- |
| 7.1(Visual Appearance- IS 14333-2022) |
- |
100 |
|
- |
| 7.2(Length- IS 14333-2022) |
- |
100 |
|
- |
| 7.3(Coiling- IS 14333-2022) |
- |
100 |
|
- |
| 7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
1000 |
|
1000 For outside diamater, wall thickness,ovality |
| 7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
1000 |
|
1000 For outside diamater, wall thickness,ovality |
| 7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
1000 |
|
1000 For outside diamater, wall thickness,ovality |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
3000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
3000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
3000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
3500 |
|
- |
| 8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
2000 |
|
- |
| 8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
3000 |
|
- |
| 8.3(Carbon black content- IS 2530-1963) |
- |
1500 |
|
- |
| 8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
1500 |
|
- |
| 8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
3000 |
|
- |
| 8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
3000 |
|
- |
| 8.6(Density-IS 7328:2020) |
- |
1500 |
|
- |
| 8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
1500 |
|
- |
| 8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
3000 |
|
- |
| 8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
3000 |
|
repeat |
| 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)) |
- |
1500 |
|
- |
| 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) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 7.1(Visual Appearance- IS 14333-2022) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
0 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
0 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
0 |
|
- |
| 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)") |
- |
0 |
|
- |
| 8.3(Carbon black content- IS 2530-1963) |
- |
0 |
|
- |
| 8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
0 |
|
- |
| 8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
0 |
|
- |
| 8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
0 |
|
- |
| 8.6(Density-IS 7328:2020) |
- |
0 |
|
- |
| 8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
0 |
|
- |
| 8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
|
- |
- Included w.e.f 17.03.2026 |
| 8 |
IS 12786 (2024) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision) |
ALL |
16000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Material) |
- |
2000 |
|
EXTRA FOR RAW MATERIAL RS 2000 |
| Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
1000 |
|
- |
| Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
500 |
|
- |
| Cl-6.0(Visual Appearance) |
- |
500 |
|
- |
| Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
1500 |
|
- |
| Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
4000 |
|
- |
| Cl-7.2(Reversion Test) |
- |
1500 |
|
- |
| Cl-7.3(Tensile Test) |
- |
0 |
|
- |
| Cl-7.3.1(Test Piece) |
- |
0 |
|
- |
| Cl-7.3.2(Procedure) |
- |
0 |
|
- |
| Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
1500 |
|
- |
| Cl-8.0(Supply of pipes) |
- |
500 |
|
- |
| Cl-9.0(Coiling) |
- |
500 |
|
- |
| Cl-10.0(Sampling and criteria for conformity) |
- |
0 |
|
- |
| Cl-11(Marking) |
- |
500 |
|
- |
| 3(Class of Pipe) |
- |
500 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
500 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
0 |
|
- |
| 6(Visual Appearance) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.2(Reversion Test) |
- |
0 |
|
- |
| 7.3(Tensile Strength) |
- |
0 |
|
- |
| 7.3(Elongation at Break) |
- |
0 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress Cracking) |
- |
0 |
|
- |
| 4.2(a)(Carbon Black Content-IS 2530) |
- |
0 |
|
- |
| 4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
1000 |
|
- |
| Cl-4.1(Material) |
- |
0 |
|
- |
| Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
0 |
|
- |
| Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
0 |
|
- |
| Cl-6.0(Visual Appearance) |
- |
0 |
|
- |
| Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
0 |
|
- |
| Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
0 |
|
- |
| Cl-7.2(Reversion Test) |
- |
0 |
|
- |
| Cl-7.3(Tensile Test) |
- |
0 |
|
- |
| Cl-7.3.1(Test Piece) |
- |
0 |
|
- |
| Cl-7.3.2(Procedure) |
- |
0 |
|
- |
| Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
0 |
|
- |
| Cl-8.0(Supply of pipes) |
- |
0 |
|
- |
| Cl-9.0(Coiling) |
- |
0 |
|
- |
| Cl-10.0(Sampling and criteria for conformity) |
- |
0 |
|
- |
| Cl-11(Marking) |
- |
0 |
|
- |
| 3(Class of Pipe) |
- |
0 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
0 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
0 |
|
- |
| 6(Visual Appearance) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.2(Reversion Test) |
- |
0 |
|
- |
| 7.3(Tensile Strength) |
- |
0 |
|
- |
| 7.3(Elongation at Break) |
- |
0 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress Cracking) |
- |
0 |
|
- |
| 4.2(a)(Carbon Black Content-IS 2530) |
- |
0 |
|
- |
| 4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
0 |
|
- |
| Cl-4.1(Material) |
- |
0 |
|
- |
| Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
0 |
|
- |
| Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
0 |
|
- |
| Cl-6.0(Visual Appearance) |
- |
0 |
|
- |
| Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
0 |
|
- |
| Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
0 |
|
- |
| Cl-7.2(Reversion Test) |
- |
0 |
|
- |
| Cl-7.3(Tensile Test) |
- |
0 |
|
- |
| Cl-7.3.1(Test Piece) |
- |
0 |
|
- |
| Cl-7.3.2(Procedure) |
- |
0 |
|
- |
| Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
0 |
|
- |
| Cl-8.0(Supply of pipes) |
- |
0 |
|
- |
| Cl-9.0(Coiling) |
- |
0 |
|
- |
| Cl-10.0(Sampling and criteria for conformity) |
- |
0 |
|
- |
| Cl-11(Marking) |
- |
0 |
|
- |
| 3(Class of Pipe) |
- |
0 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
0 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
0 |
|
- |
| 6(Visual Appearance) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.2(Reversion Test) |
- |
0 |
|
- |
| 7.3(Tensile Strength) |
- |
0 |
|
- |
| 7.3(Elongation at Break) |
- |
0 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress Cracking) |
- |
0 |
|
- |
| 4.2(a)(Carbon Black Content-IS 2530) |
- |
0 |
|
- |
| 4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
0 |
|
- |
| Cl-4.1(Material) |
- |
0 |
|
- |
| Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
0 |
|
- |
| Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
0 |
|
- |
| Cl-6.0(Visual Appearance) |
- |
0 |
|
- |
| Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
0 |
|
- |
| Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
0 |
|
- |
| Cl-7.2(Reversion Test) |
- |
0 |
|
- |
| Cl-7.3(Tensile Test) |
- |
0 |
|
- |
| Cl-7.3.1(Test Piece) |
- |
0 |
|
- |
| Cl-7.3.2(Procedure) |
- |
0 |
|
- |
| Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
0 |
|
- |
| Cl-8.0(Supply of pipes) |
- |
0 |
|
- |
| Cl-9.0(Coiling) |
- |
0 |
|
- |
| Cl-10.0(Sampling and criteria for conformity) |
- |
0 |
|
- |
| Cl-11(Marking) |
- |
0 |
|
- |
| 3(Class of Pipe) |
- |
0 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
0 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
0 |
|
- |
| 6(Visual Appearance) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.1 & Table 2(Hydraulic Characteristics) |
- |
0 |
|
- |
| 7.2(Reversion Test) |
- |
0 |
|
- |
| 7.3(Tensile Strength) |
- |
0 |
|
- |
| 7.3(Elongation at Break) |
- |
0 |
|
- |
| 7.4(SusceptibiIity to Environmental Stress Cracking) |
- |
0 |
|
- |
| 4.2(a)(Carbon Black Content-IS 2530) |
- |
0 |
|
- |
| 4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
0 |
|
- |
|
- |
- Included w.e.f 17.03.2026 |
| 9 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
ALL |
11800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 11800/- , EXTRA FOR RAW MATERIAL |
| 5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent ) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 11800/- , EXTRA FOR RAW MATERIAL |
| 5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 11800/- , EXTRA FOR RAW MATERIAL |
| 5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
1000 |
|
COMPLETE TESTING CHARGE RS 11800/- , EXTRA FOR RAW MATERIAL |
| 5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
1000 |
|
COMPLETE TESTING CHARGE RS 11800/- , EXTRA FOR RAW MATERIAL |
| 5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
1000 |
|
COMPLETE TESTING CHARGE RS 11800/- , EXTRA FOR RAW MATERIAL |
| 5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
700 |
|
- |
| 5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
300 |
|
- |
| 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) |
- |
300 |
|
- |
| 6.3(General) |
- |
300 |
|
- |
| 6.3(General) |
- |
0 |
|
- |
| 8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
700 |
|
- |
| 8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes) |
- |
700 |
|
- |
| 8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1000 |
|
- |
| 8.2.1(Unregu/Qt~d Emining Pipe) |
- |
0 |
|
- |
| 8.2.2(Regulated Emitting Pipes) |
- |
0 |
|
- |
| 8.3.1(Wall Thickness ofEmitting Pipe) |
- |
250 |
|
- |
| 8.3.2(Inside Diameter ofEmitting Pipe) |
- |
250 |
|
- |
| 8.3.3(Flow Paths in Emitting Unit) |
- |
400 |
|
- |
| 8.3.4(Spacing ofEmitter Units) |
- |
400 |
|
- |
| 8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1000 |
|
- |
| 8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1600 |
|
- |
| 8.5(Resistance to Tension at Elevated Temperature) |
- |
1100 |
|
CL.8.5 RESISTANCE TO TENSION AT ELEVATED TEMPERATURE 50 °Celsius |
| 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) |
- |
400 |
|
- |
| 8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
1000 |
|
- |
| 8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1000 |
|
- |
| 8.8(Determination of Emitting Unit Exponent) |
- |
400 |
|
- |
| 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) |
- |
0 |
|
- |
| 4.1 d(MFI @ 1900C/2.16 Kg) |
- |
0 |
|
- |
| 4.2(Carbon black content) |
- |
0 |
|
- |
| 4.2(Carbon black dispersion) |
- |
0 |
|
- |
| 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 |
|
- |
| 8.1.2(Unregulated Emitting Pipes) |
- |
0 |
|
- |
| 8.1(Uniformity of Emission Rate) |
- |
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(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) |
- |
0 |
|
- |
| 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.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
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) |
- |
0 |
|
- |
| 6.3(General) |
- |
0 |
|
- |
| 6.3(General) |
- |
0 |
|
- |
| 8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 8.2.1(Unregu/Qt~d Emining Pipe) |
- |
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 ofEmitter Units) |
- |
0 |
|
- |
| 8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
0 |
|
- |
| 8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
0 |
|
- |
| 8.5(Resistance to Tension at Elevated Temperature) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
0 |
|
- |
| 8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
0 |
|
- |
| 8.8(Determination of Emitting Unit Exponent) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 4.1 d(MFI @ 1900C/2.16 Kg) |
- |
0 |
|
- |
| 4.2(Carbon black content) |
- |
0 |
|
- |
| 4.2(Carbon black dispersion) |
- |
0 |
|
- |
| 5.1(Materials) |
- |
0 |
|
- |
| 6.1.1, Table 1,(i)(Nominal Diameter) |
- |
250 |
|
- |
| 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 |
|
- |
| 8.1.2(Unregulated Emitting Pipes) |
- |
0 |
|
- |
| 8.1(Uniformity of Emission Rate) |
- |
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 |
|
- |
|
- |
- Included w.e.f 17.03.2026
Exclusion: 5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989) (Potyethylene - anti-oxidant) |
| 10 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2(diameter of the socket of cap) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2(diameter of the socket of cap) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
|
- |
- Included w.e.f 24.03.2026 |
| 11 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| table 1 sl.no: 02(20
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| table 1 sl.no: 03(25
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| table 1 sl.no: 04(32
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| table 1 sl.no: 05(40
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| table 1 sl.no: 06(50
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| table 1 sl.no: 07(63
) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
COMPLETE TESTING CHARGE 8000/- |
|
- |
- Included w.e.f 24.03.2026 |
| 12 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 02(20
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 03(25
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 04(32
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 05(40
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 06(50
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 07(63
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 08(75
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 09(90
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 10(110
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 11(125
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 12(140
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 13(160
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 14(
180
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 15(200
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 16(225
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 17(250.0) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 18(280.0) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 19(315.0) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
|
- |
- Included w.e.f 24.03.2026 |
| 13 |
IS 7834 : Part 4 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 02(20
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 03(25
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 04(32
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 05(40
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 06(50
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 07(63
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 08(75
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 09(90
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 10(110
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 11(125
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 12(140
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 13(160
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 14(
180
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 15(200
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 16(225
) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 17(250.0) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 18(280.0) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| table 1 sl.no: 19(315.0) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.1(General) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.1(General) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
Complete testing charge Rs 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
Complete testing charge Rs 8000/- |
|
- |
- Included w.e.f 17.03.2026 |
| 14 |
IS 7834 : Part 5 (1987) |
Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 02(20 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 03(25 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 04(32 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 05(40 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 06(50 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 07(63 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 08(75 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 09(90 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 10(110 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 11(125 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 12(140 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 13(160(z)) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 01(16 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 02(20 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 03(25 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 04(32 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 05(40 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 06(50 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 07(63 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 08(75 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 09(90 (Z)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 10(110 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 11(125 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 12(140 (Z1)
) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| table 1 sl.no: 13(160(z1)) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.1(General) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2(Manufacture) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.3(Socket length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
COMPLETE TESTING CHARGE RS 8000/- |
|
- |
- Included w.e.f 17.03.2026 |
| 15 |
IS 7834 : Part 3 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| cl 2.2.2(Dimensions) |
- |
0 |
|
Complete Testing Charges Rs 8000/-- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| cl 2.2.2(Dimensions) |
- |
0 |
|
Complete Testing Charges Rs 8000/-- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
Complete Testing Charges Rs 8000/- |
| cl 2.2.2(Dimensions) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
|
- |
- Included w.e.f 17.02.2026 |
| 16 |
IS 7834 : Part 2 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 02(20
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 03(25
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 04(32
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 05(40
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 06(50
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 07(63
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 08(75
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 09(90
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 10(110
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 11(125
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 12(140
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 13(160
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 14(
180
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 15(200
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 16(225
) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 17(250.0) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 18(280.0) |
- |
0 |
|
complete testing charge 8000 |
| table 1 sl.no: 19(315.0) |
- |
0 |
|
complete testing charge 8000 |
| 2.1(General) |
- |
0 |
|
complete testing charge 8000 |
| 2.2(Manufacture) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2, Table 1(Size) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.3(socket length) |
- |
0 |
|
complete testing charge 8000 |
| 2.1(General) |
- |
0 |
|
complete testing charge 8000 |
| 2.2(Manufacture) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2, Table 1(Size) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.3(socket length) |
- |
0 |
|
complete testing charge 8000 |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
complete testing charge 8000 |
| 6.1.1(VCM Content Test) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
complete testing charge 8000 |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
complete testing charge 8000 |
| 6.1.1(VCM Content Test) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
complete testing charge 8000 |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
complete testing charge 8000 |
| 6.1.1(VCM Content Test) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
complete testing charge 8000 |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
complete testing charge 8000 |
| 6.1.1(VCM Content Test) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
complete testing charge 8000 |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
complete testing charge 8000 |
| 6.1.1(VCM Content Test) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
complete testing charge 8000 |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
complete testing charge 8000 |
| 6.1.1(VCM Content Test) |
- |
0 |
|
complete testing charge 8000 |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
complete testing charge 8000 |
|
- |
- Included w.e.f 17.02.2026 |
| 17 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
1000 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
5000 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
1000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
1500 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
1500 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
1500 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
1500 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
5000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
5000 |
|
- |
| 3(Size of Fitting -) |
- |
0 |
|
- |
| 4(Minimum thickness) |
- |
0 |
|
- |
| 5(Socket dimensions) |
- |
0 |
|
- |
| 6.1(Stress Relief Test) |
- |
0 |
|
- |
| 6.2(Opacity) |
- |
0 |
|
- |
| 6.3(Effect on Water) |
- |
0 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
0 |
|
- |
| 7.2(Production Routine Tests) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| CL 4.0(Wall thickness (average of 4.0)) |
- |
0 |
|
- |
| CL 5.1(Sockt Length ( Take 4 reading and minimum will be reported)) |
- |
0 |
|
- |
| Cl.4(Minimum Thickness) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
0 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
0 |
|
- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
- |
| 3(Size of Fitting -) |
- |
0 |
|
- |
| 4(Minimum thickness) |
- |
0 |
|
- |
| 5(Socket dimensions) |
- |
0 |
|
- |
| 6.1(Stress Relief Test) |
- |
0 |
|
- |
| 6.2(Opacity) |
- |
0 |
|
- |
| 6.3(Effect on Water) |
- |
0 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
0 |
|
- |
| 7.2(Production Routine Tests) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| CL 4.0(Wall thickness (average of 4.0)) |
- |
0 |
|
- |
| CL 5.1(Sockt Length ( Take 4 reading and minimum will be reported)) |
- |
0 |
|
- |
| Cl.4(Minimum Thickness) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
0 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
0 |
|
- |
| 6.1.1(VCM Content Test) |
- |
0 |
|
- |
| 3(Size of Fitting -) |
- |
0 |
|
- |
| 4(Minimum thickness) |
- |
0 |
|
- |
| 5(Socket dimensions) |
- |
0 |
|
- |
| 6.1(Stress Relief Test) |
- |
0 |
|
- |
| 6.2(Opacity) |
- |
0 |
|
- |
| 6.3(Effect on Water) |
- |
0 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
0 |
|
- |
| 7.2(Production Routine Tests) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| CL 4.0(Wall thickness (average of 4.0)) |
- |
0 |
|
- |
| CL 5.1(Sockt Length ( Take 4 reading and minimum will be reported)) |
- |
0 |
|
- |
|
- |
- Included w.e.f 17.02.2026 |
| 18 |
IS 17546 (2021) |
Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification |
- |
84000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Nominal Size(DN)) |
- |
500 |
|
- |
| 3.2(Nominal Outside Diameter) |
- |
500 |
|
- |
| 3.3(Mean Inside Diameter of Socket at Entry) |
- |
500 |
|
- |
| 3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
500 |
|
- |
| 3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
500 |
|
- |
| 3.5(Out-of-Roundness (Ovality)) |
- |
500 |
|
- |
| 3.6(Nominal Wall Thickness) |
- |
500 |
|
- |
| 3.7(Minimum Wall Thickness) |
- |
500 |
|
- |
| 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) |
- |
12000 |
|
- |
| 7(Dimensions of fitting) |
- |
3500 |
|
- |
| 8.2(Opacity) |
- |
2000 |
|
- |
| 8.1(Visual Appearance) |
- |
500 |
|
- |
| 8.3(Stress Relief Test) |
- |
3000 |
|
- |
| 8.4(Vicat softening Temperature) |
- |
4000 |
|
- |
| 8.5(Density) |
- |
3000 |
|
- |
| 8.6(Effect on water) |
- |
7000 |
|
- |
| 9(Mechanical Properties) |
- |
20000 |
|
ACCEPTANCE 1hr - 3000rs , 165 hrs -5000rs , 1000hr - 12000hrs , Thermal stability-29000 |
| 11(Marking) |
- |
0 |
|
- |
| Cl-6.2.2(Compound Chlorine Content) |
- |
0 |
|
0 |
| Cl-6.2.5(Verification of the Malfunction Temperature) |
- |
0 |
|
0 |
| Cl-9.1(Hydrostatic Characteristics) |
- |
0 |
|
0 |
| Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing) |
- |
29000 |
|
Thermal stability-29000 |
|
- |
- Included w.e.f. 27.01.2026 |
| 19 |
IS 14587 (2025) |
Prelaminated Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials - Specification ( Second Revision ) |
- |
21500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
1000 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
1000 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1000 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
1000 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
1000 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
1500 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
2500 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
|
- |
- included w.e.f 14.01.2026 |
| 20 |
IS 12823 (2025) |
Prelaminated Medium Density Particle Boards from Wood and other Lignocellulosic Material Specification (Second Revision) |
- |
19500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 5(Material - IS 3087) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
500 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
1000 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
1000 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
1500 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
1000 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
1000 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
1500 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
500 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
2500 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| As per Clause 5(Material - IS 3087) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Thickness - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resitance to crack -Annex. D) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
|
- |
- included w.e.f 14.01.2026 |
| 21 |
IS 3097 (2025) |
Veneered Medium Density Particle Boards from Wood and other Lignocellulosic Material - Specification ( Third Revision ) |
- |
20500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 4.1 and Table 1(Classification based on surface characteristics) |
- |
500 |
|
For Classification and grade |
| Cl. 4.1 and Table 1(Grade) |
- |
0 |
|
- |
| Cl. 4.2(Formaldehyde Classes) |
- |
2500 |
|
- |
| Cl. 8.1 and Table 2(i)(Dimensions and Tolerances(Length)) |
- |
500 |
|
- |
| Cl. 8.1 and Table 2(ii)(Dimensions and Tolerances(Width)) |
- |
500 |
|
- |
| Cl. 8.2 and Table 2(iii)(Dimensions and Tolerances(Thickness)) |
- |
500 |
|
- |
| Cl. 8.3 and Table 2(iv)(Squareness) |
- |
500 |
|
- |
| Cl. 8.3 and Table 2(v)(Edge Straightness) |
- |
500 |
|
- |
| Cl. 9.1 and Table 3(i)(Density) |
- |
1000 |
|
- |
| Cl. 9.1 and Table 3(ii)(Variation from mean density) |
- |
1000 |
|
- |
| Cl. 9.1 and Table 3(iii)(Moisture Content) |
- |
1500 |
|
- |
| Cl. 9.1 and Table 4(i)/5(i)/6(i)/7(i)(Modulus of Rupture(MoR)) |
- |
1500 |
|
- |
| Cl. 9.1 and Table 4(ii)/6(ii)/7(ii)(Modulus of Elasticity(MoE)) |
- |
1500 |
|
- |
| Cl. 9.1 and Table 4(iii)/5(ii)/6(iii)/7(iii)(Internal bond strength) |
- |
1500 |
|
- |
| Cl. 9.1 and Table 6(iv)/7(iv)(24 h thickness swelling(due to general water absorption)) |
- |
1500 |
|
- |
| Cl. 9.1 and Table 4(iv)/5(iii)/6(v)/7(v)("Screw withdrawal strength
(face)") |
- |
1500 |
|
- |
| Cl. 9.1 and Table 4(v)/5(iv)/6(vi)/7(vi)("Screw withdrawal strength
(edge)") |
- |
1500 |
|
- |
| Cl. 9.1 and Table 6(vii)(a)/7(vii)(a)(Internal bond strength(after cyclic test)) |
- |
1000 |
|
- |
| Cl. 9.1 and Table 6(vii)(b)/7(vii)(b)(Internal bond strength(boil test)) |
- |
1000 |
|
- |
| Cl. 9.4 and Table 8(i)(Formaldehyde content) |
- |
2500 |
|
- |
| Cl. 9.4 and Table 8(ii)(Steady-state formaldehyde emmision (optional test)) |
- |
0 |
|
- |
| Cl. 9.3.1(Adhesion of Plies) |
- |
1000 |
|
- |
|
- |
- included w.e.f 14.01.2026 |
| 22 |
IS 3087 (2025) |
Medium Density Particle Boards of Wood and other Lignocellulosic Materials for General Purpose - Specification ( Third Revision ) |
- |
19500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
500 |
|
Rs- 19500/- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
500 |
|
Rs- 19500/- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
500 |
|
Rs- 19500/- |
| As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2)) |
- |
500 |
|
Rs- 19500/- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
500 |
|
Rs- 19500/- |
| As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2)) |
- |
500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
1000 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
1000 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
1500 |
|
Rs- 19500/- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
1000 |
|
Rs- 19500/- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
1000 |
|
Rs- 19500/- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
2500 |
|
Rs- 19500/- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
(optional test) |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
|
- |
- included w.e.f 14.01.2026 |
| 23 |
IS 12406 (2025) |
Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials for General Purpose - Specification ( Third Revision ) |
GRADE 1& 2 , CLASS E1 & E2 |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
1000 |
|
FOR DIMENSION |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
1000 |
|
FOR DIMENSION |
| As per Clause 8, Table 2(Thickness - IS 2380 (Part 2)) |
- |
1000 |
|
FOR DIMENSION |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
1000 |
|
FOR DIMENSION |
| As per Clause 8, Table 2(Edge straightness, Max.) |
- |
1000 |
|
FOR DIMENSION |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
1000 |
|
For Density Test |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
1000 |
|
For Density Test |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
1000 |
|
For Moisture Content Test |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
1000 |
|
For Modulus of rupture test |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
1000 |
|
For Modulus of elasticity test |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
1000 |
|
For Internal Bond Strength Test |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
3000 |
|
For Linear expansion Test |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
3000 |
|
For screw withdrawal strength test |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
3000 |
|
For Internal Bond Strength Test |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
3000 |
|
For Internal Bond Strength Test |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
3000 |
|
For formaldehyde content test |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| Cl-5.1(Wood and Any Other Lignocellulosic
Material) |
- |
0 |
|
- |
| Cl-5.2(Adhesive) |
- |
6867 |
|
EXTRA FOR ADHESIVE TESTING |
| Cl-5.3(Sizing Material) |
- |
0 |
|
- |
| Cl-5.4(Preservative Treatment) |
- |
3000 |
|
FOR PRESERVATIVE TREATMENT |
| Cl-6(MANUFACTURE) |
- |
0 |
|
- |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Thickness - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max.) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| Cl-5.1(Wood and Any Other Lignocellulosic
Material) |
- |
0 |
|
- |
| Cl-5.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.3(Sizing Material) |
- |
0 |
|
- |
| Cl-5.4(Preservative Treatment) |
- |
0 |
|
- |
| Cl-6(MANUFACTURE) |
- |
0 |
|
- |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Thickness - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max.) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| Cl-5.1(Wood and Any Other Lignocellulosic
Material) |
- |
0 |
|
- |
| Cl-5.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.3(Sizing Material) |
- |
0 |
|
- |
| Cl-5.4(Preservative Treatment) |
- |
0 |
|
- |
| Cl-6(MANUFACTURE) |
- |
0 |
|
- |
| As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Length -IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Width - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Thickness - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2)) |
- |
0 |
|
- |
| As per Clause 8, Table 2(Edge straightness, Max.) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Density -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4)) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745) |
- |
0 |
|
- |
| As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test)) |
- |
0 |
|
- |
| Cl-5.1(Wood and Any Other Lignocellulosic
Material) |
- |
0 |
|
- |
| Cl-5.2(Adhesive) |
- |
0 |
|
- |
| Cl-5.3(Sizing Material) |
- |
0 |
|
- |
| Cl-5.4(Preservative Treatment) |
- |
0 |
|
- |
| Cl-6(MANUFACTURE) |
- |
0 |
|
- |
|
- |
- Included w.e.f 31.12.2025 |
| 24 |
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) |
Effective Date |
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 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
500 |
|
- |
| 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 |
|
- |
| Cl 12.4(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction )) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| 19(Marking) |
- |
0 |
|
- |
| 3(Type of Fitting) |
- |
0 |
|
- |
| 4(Size Designation) |
- |
0 |
|
- |
| 5(Colour of fittings) |
- |
0 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
0 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
0 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
- |
| 8(Sealing Rings) |
- |
0 |
|
- |
| 10(Workmanship) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 11.5,Table 6(Pipe Clips) |
- |
0 |
|
- |
| 12(Physical test requirements) |
- |
0 |
|
- |
| 12.1(Visual appearance) |
- |
0 |
|
- |
| 12.2(Stress relief test) |
- |
0 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
0 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
0 |
|
- |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
0 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
0 |
|
- |
| 16(Mechanical Properties) |
- |
0 |
|
- |
| 16.1(Impact test) |
- |
0 |
|
- |
| 17(Watet tightness of joint) |
- |
0 |
|
- |
| 12.4(Effect on water test) |
- |
0 |
|
- |
| 7.4(Chamfer) |
- |
0 |
|
- |
| 11.3(Access Openings) |
- |
0 |
|
- |
| Table 4(Dimension of Access Openings) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction )) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| 19(Marking) |
- |
0 |
|
- |
| 3(Type of Fitting) |
- |
0 |
|
- |
| 4(Size Designation) |
- |
0 |
|
- |
| 5(Colour of fittings) |
- |
0 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
0 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
0 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
- |
| 8(Sealing Rings) |
- |
0 |
|
- |
| 10(Workmanship) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 11.5,Table 6(Pipe Clips) |
- |
0 |
|
- |
| 12(Physical test requirements) |
- |
0 |
|
- |
| 12.1(Visual appearance) |
- |
0 |
|
- |
| 12.2(Stress relief test) |
- |
0 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
0 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
0 |
|
- |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
0 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
0 |
|
- |
| 16(Mechanical Properties) |
- |
0 |
|
- |
| 16.1(Impact test) |
- |
0 |
|
- |
| 17(Watet tightness of joint) |
- |
0 |
|
- |
| 12.4(Effect on water test) |
- |
0 |
|
- |
| 7.4(Chamfer) |
- |
0 |
|
- |
| 11.3(Access Openings) |
- |
0 |
|
- |
| Table 4(Dimension of Access Openings) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction )) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
|
- |
- Included w.e.f. 24.12.2025 |
| 25 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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)) |
- |
750 |
|
- |
| 9.2(Internal Diameter) |
- |
500 |
|
- |
| 9.1( Visual Appearance) |
- |
250 |
|
- |
| 9.1(Visual Appearance) |
- |
0 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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)) |
- |
250 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
250 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
250 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0)) |
- |
500 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0)) |
- |
500 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
500 |
|
- |
| 7.3.2(Rib height) |
- |
250 |
|
- |
| 7.3.1(No.of Ribs) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
250 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
250 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max) |
- |
250 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
500 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
250 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
250 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
250 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
250 |
|
- |
| 4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
0 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5(COLOUR) |
- |
250 |
|
- |
| 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)
) |
- |
500 |
|
- |
| 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
) |
- |
500 |
|
- |
| 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 |
|
- |
| 4.1.2(K-Value as per IS-4669) |
- |
2000 |
|
Extra charge For Raw-material Testing |
| 4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
0 |
|
Extra charge For Raw-material Testing |
| 7.1(Screen Pipes) |
- |
500 |
|
- |
| 11(Marking) |
- |
2000 |
|
- |
| 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 |
|
- |
| Cl 9.7(Effect on Water Lead (first extraction)) |
- |
0 |
|
- |
| Cl 9.7(Effect on Water Lead (third extraction)) |
- |
0 |
|
- |
| Cl 9.7(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
0 |
|
- |
| Cl 9.7(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| Cl 9.7(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
0 |
|
- |
| CL 7.1,7.2(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6)) |
- |
250 |
|
- |
|
- |
- Included w.e.f. 24.12.2025 |
| 26 |
IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
- |
150000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4( Designation) |
- |
0 |
|
- |
| Cl 7(Dimensions Of Pipes) |
- |
3000 |
|
- |
| Cl 8(Visual Appearance) |
- |
500 |
|
- |
| Cl 9.1(Hydraulic Characteristics) |
- |
15000 |
|
- |
| Cl 9.2(Fusion Compatibility) |
- |
2000 |
|
- |
| Cl 9.3(Reversion Test ) |
- |
5000 |
|
- |
| Cl 9.4 & Annex B(Impact Strength) |
- |
5000 |
|
- |
| Cl 9.5(Density) |
- |
1000 |
|
- |
| Cl 9.6(Melt Flow Rate) |
- |
2000 |
|
- |
| Cl 9.7(Carbon Black Content & Dispersion) |
- |
2000 |
|
- |
| Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
125000 |
|
- |
| Cl 9.9(Opacity) |
- |
2000 |
|
- |
| 5(Colour) |
- |
0 |
|
- |
| Cl 4( Designation) |
- |
0 |
|
- |
| Cl 7(Dimensions Of Pipes) |
- |
0 |
|
- |
| Cl 8(Visual Appearance) |
- |
0 |
|
- |
| Cl 9.1(Hydraulic Characteristics) |
- |
0 |
|
- |
| Cl 9.2(Fusion Compatibility) |
- |
0 |
|
- |
| Cl 9.3(Reversion Test ) |
- |
0 |
|
- |
| Cl 9.4 & Annex B(Impact Strength) |
- |
0 |
|
- |
| Cl 9.5(Density) |
- |
0 |
|
- |
| Cl 9.6(Melt Flow Rate) |
- |
0 |
|
- |
| Cl 9.7(Carbon Black Content & Dispersion) |
- |
0 |
|
- |
| Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
0 |
|
- |
| Cl 9.9(Opacity) |
- |
0 |
|
- |
| 5(Colour) |
- |
0 |
|
- |
|
- |
- Included w.e.f. 24.12.2025 |
| 27 |
IS 2202 : Part 2 (2022) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 2 PARTICLE BOARD HIGH DENSITY FIBRE BOARD MEDIUM DENSITY FIBRE BOARD AND HARDBOARD FACE PANELS Fourth Revision |
BWP,MR |
24500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause No - 6.1(Timber) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials (LVL) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials -plywood) |
- |
0 |
|
- |
| Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
- |
| Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
0 |
|
- |
| Clause No -6.4(Adhesive) |
- |
8000 |
|
Extra for IS 848 |
| Clause No -7.1(Construction) |
- |
500 |
|
- |
| Clause No - 7.3(" MDF board or
HDF board ") |
- |
500 |
|
- |
| Clause No -9.2("Workmanship and
finish") |
- |
500 |
|
- |
| Clause No -10.1(tests for flush door shutters) |
- |
19500 |
|
- |
| Clause No -10.2(End Immersion Test) |
- |
2000 |
|
- |
| Clause No -10.3(Glue Adhesion Test) |
- |
1000 |
|
- |
| Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
| Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
| 5(SIZES AND TOLERANCES) |
- |
500 |
|
- |
| 6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
1000 |
|
- |
| Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door) |
- |
500 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
- |
| Cl-6.3.4(B N P V, P N P V and M N P V,) |
- |
0 |
|
- |
| Cl-7.2(Face Panel) |
- |
500 |
|
- |
| Cl-7.4 (Amendment No 1)(Door Blanks) |
- |
400 |
|
- |
| Cl-8(Fittings) |
- |
0 |
|
- |
| Clause No - 6.1(Timber) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials (LVL) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials -plywood) |
- |
0 |
|
- |
| Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
- |
| Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
0 |
|
- |
| Clause No -6.4(Adhesive) |
- |
0 |
|
- |
| Clause No -7.1(Construction) |
- |
0 |
|
- |
| Clause No - 7.3(" MDF board or
HDF board ") |
- |
0 |
|
- |
| Clause No -9.2("Workmanship and
finish") |
- |
0 |
|
- |
| Clause No -10.1(tests for flush door shutters) |
- |
0 |
|
- |
| Clause No -10.2(End Immersion Test) |
- |
0 |
|
- |
| Clause No -10.3(Glue Adhesion Test) |
- |
0 |
|
- |
| Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
| Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
| 5(SIZES AND TOLERANCES) |
- |
0 |
|
- |
| 6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
0 |
|
- |
| Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door) |
- |
0 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
- |
| Cl-6.3.4(B N P V, P N P V and M N P V,) |
- |
0 |
|
- |
| Cl-7.2(Face Panel) |
- |
0 |
|
- |
| Cl-7.4 (Amendment No 1)(Door Blanks) |
- |
0 |
|
- |
| Cl-8(Fittings) |
- |
0 |
|
- |
| Clause No - 6.1(Timber) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials (LVL) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials -plywood) |
- |
0 |
|
- |
| Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
- |
| Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
0 |
|
- |
| Clause No -6.4(Adhesive) |
- |
0 |
|
- |
| Clause No -7.1(Construction) |
- |
0 |
|
- |
| Clause No - 7.3(" MDF board or
HDF board ") |
- |
0 |
|
- |
| Clause No -9.2("Workmanship and
finish") |
- |
0 |
|
- |
| Clause No -10.1(tests for flush door shutters) |
- |
0 |
|
- |
| Clause No -10.2(End Immersion Test) |
- |
0 |
|
- |
| Clause No -10.3(Glue Adhesion Test) |
- |
0 |
|
- |
| Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
| Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
| 5(SIZES AND TOLERANCES) |
- |
0 |
|
- |
| 6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
0 |
|
- |
| Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door) |
- |
0 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
- |
| Cl-6.3.4(B N P V, P N P V and M N P V,) |
- |
0 |
|
- |
| Cl-7.2(Face Panel) |
- |
0 |
|
- |
| Cl-7.4 (Amendment No 1)(Door Blanks) |
- |
0 |
|
- |
| Cl-8(Fittings) |
- |
0 |
|
- |
| Clause No - 6.1(Timber) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials (LVL) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials veneer laminated lumber (VLL)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials medium density fibre board (MDF)) |
- |
0 |
|
- |
| Clause No -6.2(Alternative Materials -plywood) |
- |
0 |
|
- |
| Clause No -6.2(BWP grade flush door shutter) |
- |
0 |
|
- |
| Clause No -6.3.1("Face Panels:
Particle Board
MDF/ HDF
Fibre Hardboard") |
- |
0 |
|
- |
| Clause No -6.4(Adhesive) |
- |
0 |
|
- |
| Clause No -7.1(Construction) |
- |
0 |
|
- |
| Clause No - 7.3(" MDF board or
HDF board ") |
- |
0 |
|
- |
| Clause No -9.2("Workmanship and
finish") |
- |
0 |
|
- |
| Clause No -10.1(tests for flush door shutters) |
- |
0 |
|
- |
| Clause No -10.2(End Immersion Test) |
- |
0 |
|
- |
| Clause No -10.3(Glue Adhesion Test) |
- |
0 |
|
- |
| Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
0 |
|
- |
| Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO
MARK") |
- |
0 |
|
- |
| 5(SIZES AND TOLERANCES) |
- |
0 |
|
- |
| 6.5(The swelling in thickness of the particle board, MDF
and HDF board for core) |
- |
0 |
|
- |
| Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door) |
- |
0 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
- |
| Cl-6.3.4(B N P V, P N P V and M N P V,) |
- |
0 |
|
- |
| Cl-7.2(Face Panel) |
- |
0 |
|
- |
| Cl-7.4 (Amendment No 1)(Door Blanks) |
- |
0 |
|
- |
| Cl-8(Fittings) |
- |
0 |
|
- |
|
- |
- included w.e.f 14.01.2026 |
| 28 |
IS 848 (2025) |
Synthetic Resin Adhesives for Plywood (Phenolic, Aminoplastic and Bio-Materials Based) - Specification ( Third Revision ) |
BWP, BWR, MR |
7500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| As per Clause 4 Table 1(TYPES) |
- |
0 |
|
Complete testing charge for each grade |
| As per Clause 6.6(SETTING TIMES AND CONDITIONS) |
- |
0 |
|
Complete testing charge for each grade |
| As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type) |
- |
7500 |
|
Complete testing charge for each grade |
| As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type) |
- |
7500 |
|
Complete testing charge for each grade |
| As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type) |
- |
7500 |
|
Complete testing charge for each grade |
| As per Clause 7.4(Acidity And Alkalinity (pH)) |
- |
7500 |
|
Complete testing charge for each grade |
| As per Clause 9(Marking) |
- |
0 |
|
Complete testing charge for each grade |
|
- |
- Included w.e.f 17-12-2025. |
| 29 |
IS 2191 : Part 2 (2022) |
WOODEN FLUSH DOOR SHUTTERS (CELLULAR, HOLLOW AND TUBULAR CORE TYPE) - SPECIFICATION PART 2 PARTICLE BOARD, HIGH DENSITY FIBRE BOARD, MEDIUM DENSITY FIBRE BOARD AND FIBRE HARDBOARD FACE PANELS (Fourth Revision) |
BWP,MR |
24500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5(Sizes and Tolerances) |
- |
100 |
|
For thickness |
| Cl-6.1.(Timber) |
- |
0 |
|
- |
| Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF)) |
- |
0 |
|
- |
| Cl-6.3.1(Particle board) |
- |
0 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
Extra charges as per IS 12406 |
| Cl-6.3.5(shutters with fibre hardboard face) |
- |
0 |
|
- |
| Cl-8.1(Locks) |
- |
0 |
|
- |
| Cl-10.1(various test) |
- |
19900 |
|
For Cl. 10 to 11 of IS 2191 (Part 1) |
| Cl-10.2(End Immersion Test) |
- |
2000 |
|
- |
| Cl-10.3(Glue Adhesion Test) |
- |
2600 |
|
- |
| Cl-13(Marking) |
- |
0 |
|
- |
| Cl-5(Sizes and Tolerances) |
- |
0 |
|
- |
| Cl-6.1.(Timber) |
- |
0 |
|
- |
| Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF)) |
- |
0 |
|
- |
| Cl-6.3.1(Particle board) |
- |
0 |
|
- |
| Cl-6.3.2(MDF board and HDF board) |
- |
0 |
|
- |
| Cl-6.3.5(shutters with fibre hardboard face) |
- |
0 |
|
- |
| Cl-8.1(Locks) |
- |
0 |
|
- |
| Cl-10.1(various test) |
- |
0 |
|
- |
| Cl-10.2(End Immersion Test) |
- |
0 |
|
- |
| Cl-10.3(Glue Adhesion Test) |
- |
0 |
|
- |
| Cl-13(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f 18.11.2025 |
| 30 |
IS 1328 (2025) |
Veneered Decorative Plywood - Specification ( Fourth Revision ) |
Type :1to 4,Class E1 & E2, Grade :BWP/MR/BWR |
9000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4.1(Grades) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 4.2(Type) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 4.3(Formaldehyde Class) |
- |
3000 |
|
Formaldehyde Class |
| Cl 5.2(Adhesive) |
- |
6867 |
|
EXTRA FOR ADHESIVE RESIN TESTING AS PER IS 848 |
| Cl 7.1(Surface Requirements- For Type 1) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 7.2(Surface Requirements- For Type 2) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 7.3(Surface Requirements- For Type 3) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 7.4(Surface Requirements- For Type 4) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 8.1(Dimensions (Length and Width)) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 8.2(Dimensions (Thickness)) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 8.3(Squareness and Edge Straightness as Per Annex B) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 8.4- Table 1(Tolerances) |
- |
5000 |
|
For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9 |
| Cl 11.3(Moisture Content) |
- |
1000 |
|
for moisture content test |
| Cl 11.4.1(a)(Water Resistance Test( For MR Grade)) |
- |
1000 |
|
for water resistance test |
| Cl 11.4.1(b)(Water Resistance Test( For BWR Grade)) |
- |
1000 |
|
for water resistance test |
| Cl 11.4.1(c)(Water Resistance Test( For BWP Grade)) |
- |
1000 |
|
for water resistance test |
| Cl 11.5(Formaldehyde Content Test) |
- |
3000 |
|
- |
| Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test)) |
- |
0 |
|
0 |
| Cl 12(Marking) |
- |
0 |
|
0 |
|
- |
- Included w.e.f 13.11.2025
Exclusion: Cl 11.6 (Steady - State Formaldehyde Emission Test ( Optional Test)) |