31 |
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 |
- |
-
|
8625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
5625 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(socket length) |
- |
500 |
|
- |
|
Complete
|
|
- |
Up to 315 mm dia
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
32 |
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 |
- |
-
|
8625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
5625 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
500 |
|
- |
|
Complete
|
|
- |
Up to 315 mm dia
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
33 |
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 |
- |
-
|
8625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
5625 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
500 |
|
- |
2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
500 |
|
- |
|
Complete
|
|
- |
Up to 315 mm dia
. (Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
34 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
-
|
8625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
5625 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
500 |
|
- |
|
Complete
|
|
- |
Up to 315 mm dia
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
35 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
- |
-
|
8625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
5625 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
500 |
|
- |
|
Complete
|
|
- |
Up to 315 mm dia
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
36 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
- |
-
|
9725 View breakup
(Excl. Material testing Rates)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.0
5.1
(Table1)
(Dimensions a)Outside diameter of pipe) |
- |
250.0 |
|
Dimension All - 250 (OD, Wall Thickness, Tolerance etc) |
5.0
5.1
(Table1)
(b)Tolerance on OD) |
- |
250 |
|
Dimension All - 250 (OD, Wall Thickness, Tolerance etc) |
5.0
5.1
(Table1)
(c)Wall thickness of pipe Minimum) |
- |
250 |
|
Dimension All - 250 (OD, Wall Thickness, Tolerance etc) |
5.0
5.1
(Table1)
(c)Wall thickness of pipe Maximum) |
- |
250 |
|
Dimension All - 250 (OD, Wall Thickness, Tolerance etc) |
6.0
(6.1)
(Visual appearance) |
- |
300.0 |
|
- |
7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
3000.0 |
|
- |
7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000.0 |
|
- |
8.0
(8.1)
(Supply of pipes
) |
- |
0.0 |
|
Charges include in visual Appearance |
9.0
(9.1)(Coiling
) |
- |
0.0 |
|
Charges include in visual Appearance |
9.0
(9.1)(Minimum Internal Diameter of Coil) |
- |
0.0 |
|
Charges include in Dimension |
3.1(Class of Pipe) |
- |
0.0 |
|
Charges include in visual Appearance |
6.1(Visual Appearance) |
- |
300.0 |
|
- |
7.2(Reversion Test) |
- |
1000 |
|
Testing Charges - 700
Specimen Charges - 300
Total Charges - 1000 |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0.0 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
0.0 |
|
- |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200.0 |
|
0.0 |
7.3(Elongation at Break) |
- |
1350.0 |
|
Testing Charges - 1100
Specimen Charges - 250
Total Charges - 1350
Charges include for tensile test |
7.3(Tensile Test) |
- |
0.0 |
|
Charges include in Elongation at Break |
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) |
- |
700 |
|
- |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
- |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
- |
4.1.c.i (Density) |
- |
1125 |
|
Testing Charges - 500
Specimen Charges - 625 |
|
Complete
|
|
- |
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
37 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
- |
-
|
17150.0 View breakup
(Excl. Material testing charges)
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(Types and Features ) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
3050.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
0.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
3050.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0.0 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0.0 |
|
- |
5.3(Types and Features ) |
- |
0.0 |
|
- |
5.6(Types and Features ) |
- |
0.0 |
|
- |
6.1(Finish) |
- |
300.0 |
|
- |
7.1.1(Resistance to Deformation) |
- |
700.0 |
|
- |
7.1.2(Resistance to Deformation) |
- |
700.0 |
|
- |
7.2(Resistance to Impact) |
- |
1100.0 |
|
- |
7.3(Test for Top Load Resistance) |
- |
900.0 |
|
- |
7.4(Tensile Strength) |
- |
1350.0 |
|
1100+250(Specimen Charges) |
7.5(Flexural Modulus) |
- |
1600.0 |
|
1100+500 (Specimen Charge) |
7.6(overall Migration) |
- |
2200.0 |
|
1700+500 (Specimen Charges) |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
1050.0 |
|
- |
9.2(Man-Hole and Hand-Hole Lids) |
- |
0.0 |
|
- |
9.1(Man-Hole and Hand-Hole Lids) |
- |
250.0 |
|
- |
9.1(Lid Thickness) |
- |
250.0 |
|
- |
7.3(Test for Top Load Resistance) |
- |
900.0 |
|
- |
6.1(Finish) |
- |
300.0 |
|
- |
5.4(Wall Thickness above effective height) |
- |
250.0 |
|
- |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250.0 |
|
- |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500.0 |
|
- |
|
Complete
|
|
- |
Upto 5000 Ltr.
For material testing lab charges 3,600/-
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
38 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
- |
-
|
11475 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10(Marking) |
- |
300 |
|
Including Visual appearance, color Designation) |
3(Designation) |
- |
0.0 |
|
Include in Marking |
4(Colour) |
- |
0.0 |
|
Include in Marking |
6(Dimensions of pipes) |
- |
250.0 |
|
- |
7(Visual Appearance) |
- |
0.0 |
|
Include in Marking |
8.1(Hydraulic characteristics) |
- |
6400.0 |
|
a) Acceptance Test - 1600
b) Type Test - 4800 |
8.2(Reversion) |
- |
700 |
|
Testing Charges - 700
Specimen Charges - 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 |
|
- |
|
Complete
|
|
- |
Up to 315 mm
dia.;(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
39 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
- |
-
|
19175 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.3(CLASSIFICATION OF PIPES) |
- |
0 |
|
- |
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.) |
- |
1125 |
|
625 + 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 |
|
- |
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
- |
4.3(Anti-oxidant) |
- |
1100 |
|
- |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
500 |
|
- |
5.1.2(Ovality) |
- |
0 |
|
- |
6.1(VISUAL APPEARANCE) |
- |
300 |
|
- |
7.1 Table -2(Hydraulic Characteristics) |
- |
0.0 |
|
- |
7.2(Reversion Test) |
- |
1000 |
|
700 + 300 (specimen charges) |
7.3(Tensile Test) |
- |
1350 |
|
1100 + 250 (specimen charges) |
7.4table-2(Fusion Compatibility Test) |
- |
6400 |
|
- |
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.7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
1600 |
|
- |
Cl.7.4(Fusion Compatibility Test- a) Quality test) |
- |
4800 |
|
- |
Cl.7.3(Tensile Test - ii)Elongation at Break) |
- |
1350 |
|
1100 + 250 (specimen charges) |
Cl 7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
- |
Cl 7.1(Hydraulic Characteristics - Quality test) |
- |
4800 |
|
- |
Cl.6(Visual Appearance) |
- |
300 |
|
- |
Cl.5(Dimensions of pipe - ii) Wall thickness maximum) |
- |
0 |
|
- |
Cl.5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
0 |
|
- |
Cl.5(Dimensions of pipe - i) Outside diameter) |
- |
0 |
|
- |
|
Complete
|
|
- |
(Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021 |
40 |
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 - |
- |
-
|
10675 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
19(Marking) |
- |
0.0 |
|
- |
3(Type of Fitting) |
- |
300.0 |
|
Colour of fittings - 300 |
4(Size Designation) |
- |
500.0 |
|
Test charges includes Wall Thickness, Socket Dimension & Chamfer - 500.0 |
7.1,Table 1(Wall thickness) |
- |
500.0 |
|
Test charges includes Wall Thickness, Socket Dimension & Chamfer - 500.0 |
7.2 ,Table 2&3(Socket Dimensions) |
- |
500.0 |
|
Test charges includes Wall Thickness, Socket Dimension & Chamfer - 500.0 |
7.3(Dimensions of waste trap(Nahani Trap) |
- |
500.0 |
|
Test charges includes Wall Thickness, Socket Dimension & Chamfer - 500.0 |
8(Sealing Rings) |
- |
375 |
|
Hardness of sealing ring - 375.0 |
10(Workmanship) |
- |
300.0 |
|
- |
11(Design requirements) |
- |
500.0 |
|
Including Design Requirement (Visual) & Access opening (Optional) - 500.0 |
11.1(Solvent cement type or Rubber ring type) |
- |
500.0 |
|
Including Design Requirement (Visual) & Access opening (Optional) - 500.0 |
11.2(Socket and spigot configeration) |
- |
300.0 |
|
Visual Appearance |
11.4,Table 5(Vent cowl) |
- |
500.0 |
|
- |
11.5,Table 6(Pipe Clips) |
- |
500.0 |
|
- |
12(Physical test requirements) |
- |
0.0 |
|
- |
12.2(Stress relief test) |
- |
700 |
|
- |
12.3(Vicat softening tempewrature) |
- |
1100 |
|
- |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Testing Charges - 2000
Specimen charges- 500 |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200.0 |
|
- |
Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
16(Mechanical Properties) |
- |
0.0 |
|
- |
16.1(Impact test) |
- |
1100.0 |
|
- |
17(Watet tightness of joint) |
- |
850 |
|
- |
|
Complete
|
|
- |
Subcontracting TiO2 Content test to CIPET Lucknow. (Testing
charges has been
fixed for two years
w.e.f. I 1.02.2019 to
10.02.2021. Subcontracting TiO2 Content test to CIPET Lucknow |