31 |
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 |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
cl 2.2.2(Dimensions) |
- |
500 |
|
0 |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
0 |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
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 |
|
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 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
32 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.2.3(Socket length) |
- |
500 |
|
0 |
2.2.3( inside diameter of the socket) |
- |
0 |
|
0 |
2.2.2, Table 1(Socket Laying
Length) |
- |
0 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
33 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
500 |
|
0 |
2.2.2(diameter of the socket of cap) |
- |
0 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
34 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
- |
-
|
10475 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4.2(Carbon Black Content) |
- |
925 |
|
0 |
Cl. 4.2(Carbon Black Dispersion) |
- |
700 |
|
0 |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
0 |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
0 |
6.1(Visual Appearance) |
- |
300 |
|
0 |
7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000 |
|
0 |
Cl. 7.1 Table -2(Quality Test for 100 hrs @ 70 c & 2.2 Mpa) |
- |
3000 |
|
0 |
7.2(Reversion Test) |
- |
700 |
|
300 |
7.3(Tensile Test) |
- |
1100 |
|
1100+250 |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200 |
|
0 |
4.1.a (Potyethylene - higher olefins constituent ) |
- |
1050 |
|
0 |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
0 |
4.1.c.i (Density) |
- |
500 |
|
500+625 |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
35 |
IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
- |
-
|
3525 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Construction and workmanship) |
- |
300 |
|
0 |
7.2(Flow path in emitters) |
- |
300 |
|
0 |
7.3.1(Resistance to Hydrostatic pressure) |
- |
1000 |
|
0 |
7.3.2(Resistance to Hydrostatic pressure) |
- |
1000 |
|
0 |
7.3.3(Resistance to Hydrostatic pressure) |
- |
1000 |
|
0 |
7.4.1(Emitter Pull Out In-line emitters) |
- |
500 |
|
0 |
7.4.2(Emitter Pull Out On-line emitters) |
- |
500 |
|
0 |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
0 |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
0 |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
0 |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
0 |
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
0 |
8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
1000 |
|
0 |
8.3(Determination of Emitter Exponent) |
- |
600 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
36 |
IS 12785 (1994) |
Irrigation equipment - Strainer - Type filters - Specification (first revision) |
- |
-
|
8438 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1(General) |
- |
500 |
|
0 |
4.1.1(General) |
- |
0 |
|
0 |
4.1.1(Zinc Coating - IS 4736) |
- |
0 |
|
0 |
4.1.1(General) |
- |
0 |
|
0 |
4.1.1(General) |
- |
0 |
|
0 |
4.1.2(General) |
- |
0 |
|
0 |
4.1.3(General) |
- |
0 |
|
0 |
4.1.4(General) |
- |
0 |
|
0 |
4.2.1(Strainer Housing) |
- |
500 |
|
0 |
4.2.2(Strainer Housing) |
- |
0 |
|
0 |
4.2.3(Strainer Housing) |
- |
0 |
|
0 |
4.3.1(Connections
IS 2643 : 1975.) |
- |
500 |
|
0 |
4.3.2(Connections
IS 6418 : 1971) |
- |
0 |
|
0 |
4.3.3(Connections) |
- |
0 |
|
0 |
4.3.4(Connections) |
- |
0 |
|
0 |
6.1(MECHANiCAL TESTS) |
- |
1500 |
|
0 |
6.1(MECHANiCAL TESTS) |
- |
0 |
|
0 |
6.2(MECHANiCAL TESTS ) |
- |
3750 |
|
0 |
6.3(MECHANiCAL TESTS ) |
- |
1000 |
|
0 |
6.4(MECHANiCAL TESTS ) |
- |
1000 |
|
0 |
6.5(MECHANiCAL TESTS ) |
- |
2500 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
37 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
- |
-
|
16894 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
925 |
|
0 |
4.2.3(Carbon Dispersion Test) |
- |
700 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
250 |
|
0 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
0 |
4.2.1(Density) |
- |
500 |
|
0 |
4.2.2(MFI) |
- |
1100 |
|
0 |
5.3(Types and Features ) |
- |
300 |
|
0 |
5.4(Wall Thickness above effective height) |
- |
250 |
|
0 |
5.6(Types and Features ) |
- |
300 |
|
0 |
6.1(Finish) |
- |
300 |
|
0 |
7.1.1(Resistance to Deformation) |
- |
700 |
|
0 |
7.2(Resistance to Impact) |
- |
1100 |
|
0 |
7.4(Tensile Strength) |
- |
1100 |
|
0 |
7.5(Flexural Modulus) |
- |
1100 |
|
1100+500 |
7.6(overall Migration) |
- |
1700 |
|
1700+500 |
9.1(Man-Hole and Hand-Hole Lids) |
- |
300 |
|
0 |
9.1(Lid Thickness) |
- |
250 |
|
0 |
9.2(Man-Hole and Hand-Hole Lids) |
- |
300 |
|
0 |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
38 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
- |
-
|
11725 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Colour) |
- |
300 |
|
0 |
6(Dimensions of pipes) |
- |
250 |
|
0 |
7(Visual Appearance) |
- |
300 |
|
0 |
8.1(Hydraulic characteristics) |
- |
6400 |
|
1600+4800 |
8.2(Reversion) |
- |
700 |
|
700+300 |
8.3(Density) |
- |
500 |
|
0 |
8.4(Melt Flow Rate) |
- |
1100 |
|
0 |
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
0 |
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
Size upto 400 mm
diameter |
39 |
IS 14606 (1998) |
Irrigation equipment - Media filters - Specification |
- |
-
|
7688 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4.1(General ) |
- |
500 |
|
0 |
Cl. 4.2(Filter housing) |
- |
500 |
|
0 |
Cl. 4.3(Connections) |
- |
500 |
|
0 |
Cl. 5.1(Resistance of filter to internal hydrostatic pressure ) |
- |
1500 |
|
0 |
Cl. 5.2(Resistance of filter to internal hydrostatic pressure at high temperature) |
- |
3750 |
|
0 |
Cl. 5.3(Pressure drop vs flow testing ) |
- |
2500 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
40 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
- |
-
|
17563 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
0 |
(Cl.4.2)(Carbon black- b) Dispersion of carbon black) |
- |
700 |
|
0 |
Cl.5(Dimensions of pipe - ii) Wall thickness maximum) |
- |
500 |
|
0 |
Cl.5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
0 |
|
0 |
Cl.5(Dimensions of pipe - i) Outside diameter) |
- |
0 |
|
0 |
6.1(VISUAL APPEARANCE) |
- |
300 |
|
0 |
Cl 7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
0 |
Cl 7.1(Hydraulic Characteristics - Quality test) |
- |
4800 |
|
0 |
7.2(Reversion Test) |
- |
700 |
|
700+300 |
Cl.7.3(Tensile Test- i) Tensile Strength) |
- |
1100 |
|
1100+250 |
Cl.7.3(Tensile Test - ii)Elongation at Break) |
- |
0 |
|
0 |
Cl.7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
1600 |
|
0 |
Cl.7.4(Fusion Compatibility Test- a) Quality test) |
- |
4800 |
|
0 |
7.5(Density) |
- |
500 |
|
0 |
7.6(Melt now Rate (MFR)) |
- |
1100 |
|
0 |
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.) |
- |
500 |
|
0 |
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’) |
- |
1100 |
|
0 |
(Cl.4.2)(Carbon black- a)carbon content) |
- |
925 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
41 |
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 - |
- |
-
|
12106 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(Colour of fittings) |
- |
300 |
|
0 |
7.1,Table 1(Wall thickness) |
- |
500 |
|
0 |
7.2 ,Table 2&3(Socket Dimensions) |
- |
0 |
|
0 |
8(Sealing Rings) |
- |
375 |
|
0 |
10(Workmanship) |
- |
300 |
|
0 |
11.1(Solvent cement type or Rubber ring type) |
- |
500 |
|
0 |
11.2(Socket and spigot configeration) |
- |
500 |
|
0 |
12.1(Visual appearance) |
- |
300 |
|
0 |
12.2(Stress relief test) |
- |
700 |
|
0 |
12.3(Vicat softening tempewrature) |
- |
1100 |
|
0 |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2000 |
|
2000+500 |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
0 |
Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
0 |
16.1(Impact test) |
- |
1100 |
|
0 |
17(Watet tightness of joint) |
- |
850 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
42 |
IS 14743 (1999) |
Irrigation equipment - Hydrocyclone filters - Specification |
- |
-
|
7313 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1(TECHNICAL REQUIREMENTS - Material) |
- |
500 |
|
0 |
4.1.1(TECHNICAL REQUIREMENTS - Material) |
- |
0 |
|
0 |
4.1.1(TECHNICAL REQUIREMENTS - Material) |
- |
0 |
|
0 |
4.2.1(Construction) |
- |
500 |
|
0 |
4.3.1(Cyclonic Vessel) |
- |
500 |
|
0 |
4.4.3(Connections) |
- |
500 |
|
0 |
5.1(Resistance to Internal Hydrostatk Pressure) |
- |
1500 |
|
0 |
5.2(Resistance to Internal Hydrostatk Pressure at Elevated Temperatures) |
- |
3750 |
|
0 |
5.3(Pressure Drop vs Flow) |
- |
2500 |
|
0 |
|
Complete
|
|
31 Dec, 2024 |
- |
43 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
- |
-
|
30431 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.2(Colour) |
- |
250 |
|
- |
6.2.1(6.1.1 Identification Stripes) |
- |
500 |
|
- |
7.2(Length) |
- |
0 |
|
- |
7.4 table -3 & 4(6.1 Dimensions) |
- |
0 |
|
- |
7.4.1.2(Ovality) |
- |
0 |
|
- |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
- |
8.9 table-6(Elongation at Break) |
- |
1100 |
|
1100+250 |
8.8(Tensile Strength for Butt-fusion) |
- |
1100 |
|
1100+250 |
8.7(Density) |
- |
500 |
|
- |
8.5 (Oxidation Induction Time) |
- |
2200 |
|
- |
8.4( Melt Flow Rate) |
- |
1100 |
|
- |
8.2(Longitudinal Reversion Test) |
- |
700 |
|
700+250 |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
- |
8.6(Overall migration) |
- |
1700 |
|
- |
8.3(Carbon black) |
- |
925 |
|
- |
8.10(Slow Crack Growth Rate) |
- |
5500 |
|
5500+500 |
|
Complete
|
|
31 Dec, 2024 |
- |
44 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
-
|
12150 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
- |
|
Complete
|
|
31 Dec, 2024 |
- |
45 |
IS 15351 (2015) |
Agro textiles – Laminated high density polyethylene (HDPE) woven geomembrane for water proof lining – Specification (second revision) |
- |
-
|
191463 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.3(Joints/Seams) |
- |
250 |
|
- |
5.1.1 and 6.2(Thickness, mm- IS 7016: Part 1) |
- |
250 |
|
- |
5.1.1 and 6.2(Mass, g/sq m) |
- |
250 |
|
- |
5.1.1 and 6.2(Length) |
- |
250 |
|
- |
5.1.1 and 6.2(Width) |
- |
250 |
|
- |
5.1.1 and 6.2(Carbon black content, Percent- IS 2530) |
- |
925 |
|
- |
5.1.1 and 6.2(Breaking Load on 20 cm X 10 cm Strip, Min ) |
- |
1100 |
|
- |
5.1.1 and 6.2(Strain at Maximum load, Percent-IS 13162 (Part 5) |
- |
1100 |
|
- |
Table-1(Breaking load on 20 × 10 cm strip, N, Min after) |
- |
1100 |
|
- |
5.1.1 and 6.2(Impact failure load, at 1524 mm drop,) |
- |
1100 |
|
- |
5.1.1 and 6.2(Tear resistance, N, Min-Method A1 of
IS 7016 (Part 3)) |
- |
1100 |
|
- |
5.1.1 and 6.2(Puncture resistance, N, Min-Annex D) |
- |
1100 |
|
- |
5.1.1 and 6.2(Bursting strength (Ball burst),N/cm², Min-) |
- |
1000 |
|
- |
5.1.1 and 6.2(Seam strength before UV exposure (N/mm), Min-IS 15060) |
- |
1100 |
|
- |
Table-1(Seam strength after UV exposure N/mm, Min-Annex B and
IS 15060) |
- |
1100 |
|
- |
5.1.1 and 6.2(Hydrostatic resistance-Annex E) |
- |
1000 |
|
- |
5.1.1 and 6.2(Ash content, percent, Max-Annex F) |
- |
950 |
|
- |
Table-1(Hydrostatic resistance after UV exposure of 1000 h -Annex B and
Annex E) |
- |
1000 |
|
- |
3.1(HDPE Tapes) |
- |
1050 |
|
- |
3.2(HDPE Fabric) |
- |
250 |
|
- |
|
Complete
|
|
31 Dec, 2024 |
- |