| 91 |
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 |
All size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
250 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 92 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
All size |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
| 2.2(Manufacture) |
- |
250 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 93 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
All |
9725 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
500 |
|
- |
| 4.1.a (Potyethylene - higher olefins constituent ) |
- |
0 |
|
- |
| 4.1.b(Potyethylene - anti-oxidant) |
- |
0 |
|
- |
| 4.1.c.i (Density) |
- |
500 |
|
- |
| 4.1.c.ii (Toluene extract - Annex A) |
- |
1100 |
|
- |
| 4.1.c.iii (Volatile matter - Annex B ) |
- |
700 |
|
- |
| 4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
700 |
|
- |
| 4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
- |
| 4.3(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 |
|
- |
| 7.3(Tensile Test) |
- |
1350 |
|
Tensile strength(1100.00)+ Specimen preparation(250.00) |
| 7.3(Elongation at Break) |
- |
1350 |
|
Tensile strength(1100.00)+ Specimen preparation(250.00) |
| 7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200 |
|
- |
| 5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
- |
| 5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
- |
| 7.2(Reversion Test) |
- |
1000 |
|
- |
| 7.1(Hydraulic Characteristics) |
- |
0 |
|
- |
| 6.1(Visual Appearance) |
- |
300 |
|
- |
| 5.0
5.1
(Table1)
(c)Wall thickness of pipe Maximum) |
- |
250 |
|
- |
| 5.0
5.1
(Table1)
(c)Wall thickness of pipe Minimum) |
- |
0 |
|
- |
| 5.0
5.1
(Table1)
(b)Tolerance on OD) |
- |
0 |
|
- |
| 5.0
5.1
(Table1)
(Dimensions a)Outside diameter of pipe) |
- |
0 |
|
- |
| 3.1(Class of Pipe) |
- |
0 |
|
- |
| 9.0
(9.1)(Minimum Internal Diameter of Coil) |
- |
0 |
|
- |
| 8.0
(8.1)
(Supply of pipes
) |
- |
0 |
|
- |
| 7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000 |
|
- |
| 7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
3000 |
|
- |
|
21 Feb, 2029 |
- - |
| 94 |
IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
All |
4700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1(Construction and workmanship) |
- |
300 |
|
- |
| 7.2(Flow path in emitters) |
- |
300 |
|
- |
| 7.3.1(Resistance to Hydrostatic pressure) |
- |
1000 |
|
- |
| 7.3.2(Resistance to Hydrostatic pressure) |
- |
0 |
|
- |
| 7.3.3(Resistance to Hydrostatic pressure) |
- |
0 |
|
- |
| 7.4.1(Emitter Pull Out In-line emitters) |
- |
500 |
|
- |
| 7.4.2(Emitter Pull Out On-line emitters) |
- |
0 |
|
- |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
0 |
|
- |
| 8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
0 |
|
- |
| 8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
- |
| 8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
0 |
|
- |
| 8.3(Determination of Emitter Exponent) |
- |
600 |
|
- |
| 4(Classification) |
- |
0 |
|
- |
|
21 Feb, 2029 |
- - |
| 95 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Cylindrical & Loft (All) |
18050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
925 |
|
- |
| 4.2.3(Carbon Dispersion Test) |
- |
700 |
|
- |
| 5(Types and Features ) |
- |
0 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
500 |
|
- |
| 5.3(Types and Features ) |
- |
0 |
|
- |
| 5.6(Types and Features ) |
- |
0 |
|
- |
| 6.1(Finish) |
- |
300 |
|
- |
| 7.1.1(Resistance to Deformation) |
- |
700 |
|
- |
| 7.1.2(Resistance to Deformation) |
- |
0 |
|
- |
| 7.2(Resistance to Impact) |
- |
1100 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
900 |
|
- |
| 7.4(Tensile Strength) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
| 7.5(Flexural Modulus) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
| 7.6(overall Migration) |
- |
2200 |
|
Testing charge+ Specimen charge ( 1700+500) |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
- |
| 9.1(Lid Thickness) |
- |
250 |
|
- |
| 5.4(Wall Thickness above effective height) |
- |
250 |
|
- |
| 5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250 |
|
- |
| 5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
- |
|
21 Feb, 2029 |
- - |
| 96 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
All size |
11475 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10(Marking) |
- |
0 |
|
- |
| 3(Designation) |
- |
0 |
|
- |
| 4(Colour) |
- |
300 |
|
- |
| 6(Dimensions of pipes) |
- |
250 |
|
- |
| 7(Visual Appearance) |
- |
300 |
|
- |
| 8.1(Hydraulic characteristics) |
- |
6400 |
|
Acceptance test+ Type test (1600+4800) |
| 8.2(Reversion) |
- |
1000 |
|
Testing charges+ Specimen charges (700+300) |
| 8.3(Density) |
- |
500 |
|
- |
| 8.4(Melt Flow Rate) |
- |
1100 |
|
- |
| Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
- |
| Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700 |
|
- |
|
21 Feb, 2029 |
- - |
| 97 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
All size |
19175 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.3(CLASSIFICATION OF PIPES) |
- |
300 |
|
- |
| 4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.) |
- |
1100 |
|
- |
| 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 |
|
- |
| 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 |
|
- |
| 4.3(Anti-oxidant) |
- |
1800 |
|
- |
| 5.1 table -1(DIMENSIONS OF PIPES) |
- |
500 |
|
- |
| 5.1.2(Ovality) |
- |
300 |
|
- |
| 6.1(VISUAL APPEARANCE) |
- |
300 |
|
- |
| 7.1 Table -2(Hydraulic Characteristics) |
- |
6400 |
|
Acceptance Test for 48 hr (1600.00)+ Quality Test for 165 hr (4800.00) |
| 7.2(Reversion Test) |
- |
700 |
|
- |
| 7.3(Tensile Test) |
- |
1100 |
|
- |
| 7.4table-2(Fusion Compatibility Test) |
- |
6400.00 |
|
Acceptance Test for 48 hr (1600.00)+ Quality Test for 165 hr (4800.00) |
| 7.5(Density) |
- |
500 |
|
- |
| 7.6(Melt now Rate (MFR)) |
- |
1100 |
|
- |
| (Cl.4.2)(Carbon black- b) Dispersion of carbon black) |
- |
700 |
|
- |
| (Cl.4.2)(Carbon black- a)carbon content) |
- |
925 |
|
- |
| Cl.7.6(Melt Flow Rate) |
- |
1100 |
|
- |
| Cl 7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
- |
| Cl.6(Visual Appearance) |
- |
300 |
|
- |
| Cl.5(Dimensions of pipe - ii) Wall thickness maximum) |
- |
300 |
|
- |
| Cl.5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
300 |
|
- |
| Cl.5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
|
21 Feb, 2029 |
- - |
| 98 |
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 - |
All |
10675 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 19(Marking) |
- |
300 |
|
- |
| 3(Type of Fitting) |
- |
0 |
|
- |
| 4(Size Designation) |
- |
0 |
|
- |
| 5(Colour of fittings) |
- |
300 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
250 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
250 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
- |
| 8(Sealing Rings) |
- |
375 |
|
- |
| 10(Workmanship) |
- |
300 |
|
- |
| 11(Design requirements) |
- |
500 |
|
- |
| 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) |
- |
300 |
|
- |
| 12.2(Stress relief test) |
- |
700 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
1100 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Test charge+ Specimen charge ( 2000+500) |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
| 16(Mechanical Properties) |
- |
0 |
|
- |
| 16.1(Impact test) |
- |
1100 |
|
- |
| 17(Watet tightness of joint) |
- |
850 |
|
- |
|
21 Feb, 2029 |
- - |