1 |
IS 17018 : Part 1 (2022) |
Solar Photovoltaic Water Pumping Systems Part 1 Centrifugal Pumps Specification |
- |
-
|
80000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.1(Observation) |
- |
250 |
|
- |
4.2.2(Observation) |
- |
250 |
|
- |
4.2.3(Observation) |
- |
250 |
|
- |
4.3.1(STC Power (Wp)) |
- |
250 |
|
- |
4.3.2(Observation) |
- |
250 |
|
- |
4.3.3(Observation) |
- |
250 |
|
- |
4.3.4(Observation) |
- |
250 |
|
- |
4.3.5(Observation) |
- |
250 |
|
- |
4.3.6(Observation) |
- |
250 |
|
- |
4.3.7(Observation) |
- |
250 |
|
- |
4.3.8(STC Power (Wp)) |
- |
250 |
|
- |
4.3.9(STC Power (Wp)) |
- |
250 |
|
- |
4.3.10(Observation) |
- |
250 |
|
- |
4.4.1(Observation) |
- |
250 |
|
- |
4.4.2(Observation) |
- |
250 |
|
- |
4.4.3(Observation) |
- |
250 |
|
- |
4.5.1(Observation) |
- |
250 |
|
- |
4.5.2(Observation) |
- |
250 |
|
- |
4.5.3(Observation) |
- |
250 |
|
- |
4.5.4(Observation) |
- |
250 |
|
- |
4.6.1(Observation) |
- |
250 |
|
- |
4.6.2(Observation) |
- |
250 |
|
- |
4.6.3(Observation) |
- |
250 |
|
- |
4.6.4(Observation) |
- |
250 |
|
- |
4.6.5(Observation) |
- |
250 |
|
- |
4.7.1(Observation) |
- |
250 |
|
- |
4.7.4(Observation) |
- |
250 |
|
- |
6.1(Observation) |
- |
250 |
|
- |
7.1(Litre/Wp, LPD, Head) |
- |
71500 |
|
- |
7.2(Observation) |
- |
250 |
|
- |
8.1.1(Observation) |
- |
250 |
|
- |
8.1.2(Observation) |
- |
250 |
|
- |
9(Observation) |
- |
250 |
|
- |
6.1(Observation) |
- |
250 |
|
- |
5(Litre, Litre/Wp) |
- |
250 |
|
- |
|
Complete
|
|
- |
- |
2 |
IS 17546 (2021) |
Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification |
- |
-
|
145625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.2(Nominal Outside Diameter) |
- |
500 |
|
- |
3.3(Mean Inside Diameter of Socket at Entry) |
- |
0 |
|
- |
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
0 |
|
- |
3.6(Nominal Wall Thickness) |
- |
0 |
|
- |
3.5(Out-of-Roundness (Ovality)) |
- |
0 |
|
- |
3.8(Tolerance) |
- |
0 |
|
- |
3.11(Type Tests) |
- |
110500 |
|
RUPEES 1,000/- FOR TESTING CHARGES AND RUPEES 1,09,500/- FOR SPECIMEN/CONDITIONING CHARGES FOR 8760 HOURS TYPE TEST AT 95 C TEMPERATURE |
3.11(Acceptance Tests) |
- |
850 |
|
RUPEES 850/- FOR SPECIMEN/CONDITIONING CHARGES FOR 1 HOUR ACCEPTANCE TEST AT 27 C TEMPERATURE |
7(Dimensions of fitting) |
- |
500 |
|
- |
8.2(Opacity) |
- |
575 |
|
- |
8.1(Visual Appearance) |
- |
300 |
|
- |
8.3(Stress Relief Test) |
- |
700 |
|
- |
8.4(Vicat softening Temperature) |
- |
1100 |
|
- |
8.5(Density) |
- |
500 |
|
- |
8.6(Effect on water) |
- |
3000 |
|
- |
|
Complete
|
|
- |
- |
3 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
0 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2(diameter of the socket of cap) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
4 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
0 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
0 |
|
- |
2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
5 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
0 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
0 |
|
- |
2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
6 |
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 |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
0 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
0 |
|
- |
2.2.2, Table 1(45 ÌŠ Tees Laying
Length, Z) |
- |
500 |
|
- |
2.2.2, Table 1(45 ÌŠ Tees Laying
Length, Z1) |
- |
0 |
|
- |
2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
7 |
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 |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
0 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
0 |
|
- |
2.2.2, Table 1(90 ÌŠ Elbow Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
8 |
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 |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
cl 2.2.2(Dimensions) |
- |
500 |
|
- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
- |
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 |
|
- |
cl 2.2.2(Dimensions) |
- |
500 |
|
- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
- |
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 |
|
- |
|
Complete
|
|
- |
- |
9 |
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 |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
0 |
|
- |
2.2(Manufacture) |
- |
0 |
|
- |
2.2.2, Table 1(Size) |
- |
0 |
|
- |
2.2.2, Table 1(45 ÌŠ Elbow Laying
Length) |
- |
500 |
|
- |
2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
2.2.3(socket length) |
- |
0 |
|
- |
6.4 PART-1(Short term hydraulic test) |
- |
850 |
|
- |
6.4 PART-1(Short term hydraulic test) |
- |
850 |
|
- |
|
Complete
|
|
- |
- |
10 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
- |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4(Minimum Thickness) |
- |
500 |
|
- |
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) |
- |
700 |
|
- |
Cl. 6.2(Opacity- Appendix B) |
- |
575 |
|
- |
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
- |
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) |
- |
850 |
|
- |
Cl.4(Minimum Thickness) |
- |
500 |
|
- |
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) |
- |
700 |
|
- |
Cl. 6.2(Opacity- Appendix B) |
- |
575 |
|
- |
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
- |
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 |
|
- |
|
Complete
|
|
- |
- |
11 |
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 - |
- |
-
|
13675 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) |
- |
300 |
|
- |
7.1,Table 1(Wall thickness) |
- |
500 |
|
- |
7.2 ,Table 2&3(Socket Dimensions) |
- |
0 |
|
- |
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 |
|
- |
Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
16(Mechanical Properties) |
- |
0 |
|
- |
16.1(Impact test) |
- |
1100 |
|
- |
17(Watet tightness of joint) |
- |
850 |
|
- |
12.4(Effect on water test) |
- |
3000 |
|
- |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
19(Marking) |
- |
500 |
|
- |
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) |
- |
700 |
|
- |
12.3(Vicat softening tempewrature) |
- |
1100 |
|
- |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
- |
Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
16(Mechanical Properties) |
- |
0 |
|
- |
16.1(Impact test) |
- |
1100 |
|
- |
17(Watet tightness of joint) |
- |
850 |
|
- |
12.4(Effect on water test) |
- |
3000 |
|
- |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
7.4(Chamfer) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
12 |
IS 17425 (2020) |
Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification |
- |
-
|
50800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
0 |
|
- |
6(Visual Appearance) |
- |
0 |
|
- |
7.1(Hydraulic Characteristics - Quality test) |
- |
4800 |
|
- |
7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
- |
7.2(Reversion Test) |
- |
1100 |
|
- |
7.3(Tensile Test- i) Tensile Strength) |
- |
1100 |
|
- |
7.3(Tensile Test - ii)Elongation at Break) |
- |
1100 |
|
- |
7.4(Fusion Compatibility Test- a) Quality test) |
- |
4800 |
|
- |
7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
1600 |
|
- |
7.5(Density) |
- |
500 |
|
- |
7.6(Melt Flow Rate) |
- |
1100 |
|
- |
4.2(Carbon black- a)carbon content) |
- |
925 |
|
- |
4.2(Carbon black- b) Dispersion of carbon black) |
- |
700 |
|
- |
5.1.2(Ovality) |
- |
0 |
|
- |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
0 |
|
- |
3(CLASSIFICATION OF PIPES) |
- |
0 |
|
- |
4.1(Quick Coupled Male and Female Couplers) |
- |
1000 |
|
- |
4.1.3(Workmanship and appearance) |
- |
300 |
|
- |
4.1.4(Holding attachments for coupler parts) |
- |
1000 |
|
- |
6.1.3(Weldability Test- a) Quality test) |
- |
4800 |
|
- |
6.1.3(Weldability Test- b) Acceptance test) |
- |
1600 |
|
- |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
- |
6.1.2, 6.1.2.1(Hydraulic Proof Test) |
- |
850 |
|
- |
6.1.2.2(Hydraulic Proof Test) |
- |
0 |
|
- |
5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
0 |
|
- |
6(Visual Appearance) |
- |
0 |
|
- |
7.1(Hydraulic Characteristics - Quality test) |
- |
4800 |
|
- |
7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
- |
7.2(Reversion Test) |
- |
1100 |
|
- |
7.3(Tensile Test- i) Tensile Strength) |
- |
1100 |
|
- |
7.3(Tensile Test - ii)Elongation at Break) |
- |
1100 |
|
- |
7.4(Fusion Compatibility Test- a) Quality test) |
- |
4800 |
|
- |
7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
1600 |
|
- |
7.5(Density) |
- |
500 |
|
- |
7.6(Melt Flow Rate) |
- |
1100 |
|
- |
4.2(Carbon black- a)carbon content) |
- |
925 |
|
- |
4.2(Carbon black- b) Dispersion of carbon black) |
- |
925 |
|
- |
5.1.2(Ovality) |
- |
0 |
|
- |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
500 |
|
- |
3(CLASSIFICATION OF PIPES) |
- |
0 |
|
- |
4.1(Quick Coupled Male and Female Couplers) |
- |
1000 |
|
- |
4.1.3(Workmanship and appearance) |
- |
300 |
|
- |
4.1.4(Holding attachments for coupler parts) |
- |
1000 |
|
- |
6.1.3(Weldability Test- a) Quality test) |
- |
4800 |
|
- |
6.1.3(Weldability Test- b) Acceptance test) |
- |
1600 |
|
- |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
- |
6.1.2, 6.1.2.1(Hydraulic Proof Test) |
- |
850 |
|
- |
6.1.2.2(Hydraulic Proof Test) |
- |
850 |
|
- |
5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
0 |
|
- |
6(Visual Appearance) |
- |
500 |
|
- |
7.1(Hydraulic Characteristics - Quality test) |
- |
4800 |
|
- |
7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
- |
7.2(Reversion Test) |
- |
1100 |
|
- |
7.3(Tensile Test- i) Tensile Strength) |
- |
1100 |
|
- |
7.3(Tensile Test - ii)Elongation at Break) |
- |
1100 |
|
- |
7.4(Fusion Compatibility Test- a) Quality test) |
- |
4800 |
|
- |
7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
1600 |
|
- |
Cl.7.1.6(Corrected Density) |
- |
500 |
|
- |
7.6(Melt Flow Rate) |
- |
1100 |
|
- |
4.2(Carbon black- a)carbon content) |
- |
925 |
|
- |
4.2(Carbon black- b) Dispersion of carbon black) |
- |
700 |
|
- |
5.1.2(Ovality) |
- |
0 |
|
- |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
0 |
|
- |
3(CLASSIFICATION OF PIPES) |
- |
0 |
|
- |
4.1(Quick Coupled Male and Female Couplers) |
- |
0 |
|
- |
4.1.3(Workmanship and appearance) |
- |
0 |
|
- |
4.1.4(Holding attachments for coupler parts) |
- |
0 |
|
- |
6.1.3(Weldability Test- a) Quality test) |
- |
4800 |
|
- |
6.1.3(Weldability Test- b) Acceptance test) |
- |
1600 |
|
- |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
- |
6.1.2, 6.1.2.1(Hydraulic Proof Test) |
- |
850 |
|
- |
6.1.2.2(Hydraulic Proof Test) |
- |
850 |
|
- |
6.2, 6.2.1(Quick Coupled Fittings) |
- |
0 |
|
- |
6.2 b(Material Identification - Male & Female Coupler) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
13 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
-
|
20800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
300 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
- |
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).) |
- |
500 |
|
- |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
- |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
0 |
|
- |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
0 |
|
- |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
0 |
|
- |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
300 |
|
- |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1000 |
|
- |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
700 |
|
- |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1100 |
|
- |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
3500 |
|
- |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2300 |
|
- |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1400 |
|
- |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
2600 |
|
- |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
1000 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1000 |
|
- |
8.6(Effect on Water Test) |
- |
3000 |
|
- |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
300 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
- |
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).) |
- |
500 |
|
- |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
- |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
0 |
|
- |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
0 |
|
- |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
0 |
|
- |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
300 |
|
- |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1000 |
|
- |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
700 |
|
- |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1100 |
|
- |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
3500 |
|
- |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2300 |
|
- |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1400 |
|
- |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
2600 |
|
- |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
1000 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1000 |
|
- |
8.6(Effect on Water Test) |
- |
3000 |
|
- |
|
Complete
|
|
- |
- |
14 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
- |
-
|
149125 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5
Table 1(Classification of pipes) |
- |
300 |
|
- |
6.2.1
Annex B(Chloride Content of Resin) |
- |
0 |
|
- |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
11000 |
|
- |
9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
- |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
- |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
0 |
|
- |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
0 |
|
- |
7.1.3 (Effective length) |
- |
0 |
|
- |
8(Pipe Ends) |
- |
300 |
|
- |
9(PHYSICAL AND CHEMICAL CHARACTERISTICS) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.2
IS 12235 (Part 3)(Opacity) |
- |
575 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
- |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
700 |
|
- |
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.) |
- |
1100 |
|
- |
10(Mechanical Properties) |
- |
0 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
16650 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
110500 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
- |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1400 |
|
- |
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.
) |
- |
1600 |
|
- |
6.3(K value Test) |
- |
1100 |
|
- |
5
Table 1(Classification of pipes) |
- |
300 |
|
- |
6.2.1
Annex B(Chloride Content of Resin) |
- |
0 |
|
- |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
11000 |
|
- |
9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
- |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
- |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
0 |
|
- |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
0 |
|
- |
7.1.3 (Effective length) |
- |
0 |
|
- |
8(Pipe Ends) |
- |
300 |
|
- |
9(PHYSICAL AND CHEMICAL CHARACTERISTICS) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.2
IS 12235 (Part 3)(Opacity) |
- |
575 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
- |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
700 |
|
- |
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.) |
- |
1100 |
|
- |
10(Mechanical Properties) |
- |
0 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
16650 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
110500 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
- |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1400 |
|
- |
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.
) |
- |
1600 |
|
- |
6.3(K value Test) |
- |
1100 |
|
- |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
500 |
|
- |
5
Table 1(Classification of pipes) |
- |
300 |
|
- |
6.2.1
Annex B(Chloride Content of Resin) |
- |
0 |
|
- |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
11000 |
|
- |
9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
- |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
- |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
0 |
|
- |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
0 |
|
- |
7.1.3 (Effective length) |
- |
0 |
|
- |
8(Pipe Ends) |
- |
300 |
|
- |
9(PHYSICAL AND CHEMICAL CHARACTERISTICS) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.2
IS 12235 (Part 3)(Opacity) |
- |
575 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
- |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
700 |
|
- |
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.) |
- |
1100 |
|
- |
10(Mechanical Properties) |
- |
0 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
16650 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
110500 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
- |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1400 |
|
- |
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.
) |
- |
1600 |
|
- |
6.3(K value Test) |
- |
1100 |
|
- |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
500 |
|
- |
5
Table 1(Classification of pipes) |
- |
300 |
|
- |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
11000 |
|
- |
9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
- |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
- |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
0 |
|
- |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
0 |
|
- |
7.1.3 (Effective length) |
- |
0 |
|
- |
8(Pipe Ends) |
- |
300 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.1(Visual Appearance) |
- |
0 |
|
- |
9.2
IS 12235 (Part 3)(Opacity) |
- |
575 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
- |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
700 |
|
- |
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.) |
- |
1100 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
16650 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
110500 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
0 |
|
- |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1400 |
|
- |
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.
) |
- |
1600 |
|
- |
6.3(K value Test) |
- |
1100 |
|
- |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
15 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
- |
-
|
45000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.10(Slow Crack Growth Rate) |
- |
5500 |
|
- |
8.9 table-6(Elongation at Break) |
- |
1100 |
|
- |
8.8(Tensile Strength for Butt-fusion) |
- |
1100 |
|
- |
8.7(Density) |
- |
500 |
|
- |
8.5Â (Oxidation Induction Time) |
- |
2200 |
|
- |
8.4(Â Â Melt Flow Rate) |
- |
1100 |
|
- |
8.2(Longitudinal Reversion Test) |
- |
1100 |
|
- |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
2000 |
|
- |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
22550 |
|
- |
7.4.1.2(Ovality) |
- |
250 |
|
- |
7.4 table -3 & 4(6.1Â Â Â Â Dimensions) |
- |
250 |
|
- |
7.2(Length) |
- |
250 |
|
- |
6.2.1(6.1.1Â Â Â Identification Stripes) |
- |
250 |
|
- |
6.2(Colour) |
- |
250 |
|
- |
6.1.4(PIPE DESCRIPTION) |
- |
250 |
|
- |
6.1.3Â Â (PIPE DESCRIPTION) |
- |
0 |
|
- |
6, 6.1.2(PIPE DESCRIPTION) |
- |
0 |
|
- |
6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
8.6(Overall migration) |
- |
2500 |
|
- |
Clause 8.3(Carbon Black content) |
- |
925 |
|
- |
Clause 8.3(Carbon Black Dispersion) |
- |
925 |
|
- |
5.3 (a)(Carbon Black Master Batch) |
- |
2000 |
|
- |
5.3(b)(Carbon Black Master Batch) |
- |
0 |
|
- |
5.3(c)(Carbon Black Master Batch) |
- |
0 |
|
- |
5.3(d)(Carbon Black Master Batch) |
- |
0 |
|
- |
5.3(e)(Carbon Black Master Batch) |
- |
0 |
|
- |
5.2(Polyethylene Resin) |
- |
2000 |
|
- |
5.2(Density) |
- |
0 |
|
- |
5.2(MFI @ 1900C/5.0 Kg) |
- |
0 |
|
- |
Clause 7.1(Visual Apperance) |
- |
250 |
|
- |
Clause 8.3(Carbon Black content) |
- |
925 |
|
- |
Clause 8.3(Carbon Black Dispersion) |
- |
925 |
|
- |
Clause 7.1(Visual Apperance) |
- |
0 |
|
- |
8.10(Slow Crack Growth Rate) |
- |
5500 |
|
- |
Clause 8.3(Carbon Black content) |
- |
925 |
|
- |
Clause 8.3(Carbon Black Dispersion) |
- |
925 |
|
- |
Clause 7.1(Visual Apperance) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
16 |
IS 8472 (2019) |
Centrifugal regenerative pumps for clear, cold water - Specification (Second Revision) |
- |
-
|
9500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
16.1(Marking) |
- |
100 |
|
- |
12.1(Pump Tests
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
100 |
|
- |
12.1(Pump Tests
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
100 |
|
- |
12.1(Pump Tests
Cl.8 of IS 11346-2002
Efficiency
Cl.8.3 of IS 11346-2002) |
- |
100 |
|
- |
12.3.1(Hydrostatic Pressure Test) |
- |
100 |
|
- |
12.4(Pump tests) |
- |
1000 |
|
- |
12.5(Self-Priming Test for Self-Priming Pumps) |
- |
100 |
|
- |
15.2(Guarantee of Performance) |
- |
100 |
|
- |
13.1.2(No Load Test at Rated Voltage) |
- |
100 |
|
- |
13.1.2.1.1(Temperature Rise Test at Rated Voltage) |
- |
100 |
|
- |
13.1.2.1.2(Temperature Rise Test at Reduced Voltage) |
- |
100 |
|
- |
13.1.2(Break away torque Pull up torque) |
- |
100 |
|
- |
13.1.2(High Voltage test) |
- |
100 |
|
- |
13.1.2(Insulation Resistance) |
- |
100 |
|
- |
8(Direction of Rotation) |
- |
100 |
|
- |
7(Material of Constructional) |
- |
100 |
|
- |
11.1(General Requirements) |
- |
100 |
|
- |
13.1.2(Measurement of stator resistance) |
- |
100 |
|
- |
13.1.2(Locked rotor test(cl.6.2(d) of IS 14582)) |
- |
100 |
|
- |
7(Materials of Construction ( Casing/Chamber)) |
- |
100 |
|
- |
7(Materials of Construction ( Impeller)) |
- |
100 |
|
- |
7(Materials of Construction ( Shaft)) |
- |
100 |
|
- |
8.1, 8.2(The direction of rotation of pumps) |
- |
100 |
|
- |
8.3(The direction of inlet and outlet flow passages) |
- |
100 |
|
- |
10.1(a)(Design Features(Voltage Rangings)) |
- |
100 |
|
- |
10.1(b)(Design Features(Frequency Rangings)) |
- |
100 |
|
- |
10.1(c)(Design Features(Combination of Voltage and frequency variation)) |
- |
100 |
|
- |
11.1(The pump shaft should be of adequate size to transmit the required power over the entire head range.) |
- |
100 |
|
- |
11.2(The pump casing should be of robust construction and shall be tested to withstand hydrostatic pressure as specified in 12.3.) |
- |
100 |
|
- |
13.2(Three phase monoset pumps) |
- |
100 |
|
- |
13.2.2(Measurement of stator resistance test (cl.22.3.1(b) of IS 7538)) |
- |
100 |
|
- |
13.2.2(Reduced voltage running test (cl.22.3.1(d) of IS 7538)) |
- |
100 |
|
- |
13.2.2(Locked Rotor test (cl.22.3.1(e) of IS 7538)) |
- |
100 |
|
- |
13.2.2(Insulation Resistance test (cl.22.3.1(m) of IS 7538)) |
- |
100 |
|
- |
13.2.2(High Voltage test (cl.22.3.1(n) of IS 7538)) |
- |
100 |
|
- |
15.2.1(a)(Discharge, total head, current and input power at the Guarnteed duty point) |
- |
100 |
|
- |
15.2.1(b)(Non overloading of the prime-mover I the declared operating head range) |
- |
100 |
|
- |
15.2.1(c)(Rated output of motor) |
- |
100 |
|
- |
15.2.1(d)(Full load speed of motor) |
- |
100 |
|
- |
15.2.2(Bare pumps) |
- |
100 |
|
- |
15.2.1(e)(Overall efficiency of pumpset) |
- |
100 |
|
- |
15.2.1(f)(Max.self.priming time) |
- |
100 |
|
- |
15.2.2(a)(Discharge, total head as per Guarnteed duty point at rated voltage and speed) |
- |
100 |
|
- |
15.2.2(b)(Non overloading of the prime-mover I the declared operating head range) |
- |
100 |
|
- |
15.2.2(c)(Non-over-rated prime mover recommended by the manufacturer) |
- |
100 |
|
- |
15.2.2(d)(Max.self.priming time) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
17 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
- |
-
|
21200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(DIMENSIONS-PIPE-Nominal Diameter) |
- |
590 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
590 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
590 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
590 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
590 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
590 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
590 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
590 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
590 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
590 |
|
- |
7.2.1(DIMENSIONS-Socket) |
- |
590 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
590 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
590 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
590 |
|
- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
708 |
|
- |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
708 |
|
- |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1180 |
|
- |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
531 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
10856 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
944 |
|
- |
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
944 |
|
- |
11.2(Resistance to External Blows at 0°C) |
- |
1121 |
|
- |
10.3(Effect on Water Test) |
- |
2950 |
|
- |
6.1.2(PVC Resin) |
- |
4071 |
|
- |
10.7(Sulphated Ash Content) |
- |
1062 |
|
- |
|
Complete
|
|
- |
- |
18 |
IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
- |
-
|
23954 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
590 |
|
Including GST |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
590 |
|
Including GST |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
590 |
|
Including GST |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
590 |
|
Including GST |
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
590 |
|
Including GST |
7.2.1(DIMENSIONS-Socket) |
- |
590 |
|
Including GST |
7.2.1(DIMENSIONS-Socket) |
- |
590 |
|
Including GST |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
590 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
590 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
590 |
|
- |
Clause 10.7(Sulphated Ash Content) |
- |
1062 |
|
- |
11.2(Resistance to External Blows at 0°C) |
- |
1121 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
944 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
10856 |
|
- |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
531 |
|
- |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1180 |
|
- |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
708 |
|
- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
708 |
|
- |
10.3(Effect on Water) |
- |
2950 |
|
- |
6.1.2(PVC Resin) |
- |
2950 |
|
- |
|
Complete
|
|
- |
- |
19 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
-
|
12100 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1180 |
|
Including GST |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1121 |
|
Including GST |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1955 |
|
Including GST |
9.3(Density
IS 12235 (Part 14)) |
- |
531 |
|
Including GST |
9.2(Internal Diameter) |
- |
590 |
|
Including GST |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
1800 |
|
Including GST |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
1800 |
|
Including GST |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1800 |
|
Including GST |
|
Complete
|
|
- |
- |
20 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
- |
-
|
11500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
944 |
|
Including GST |
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
590 |
|
Including GST |
8.3.2(Inside Diameter ofEmitting Pipe) |
- |
295 |
|
Including GST |
8.3.1(Wall Thickness ofEmitting Pipe) |
- |
295 |
|
Including GST |
8.5(Resistance to Tension at Elevated Temperature) |
- |
1711 |
|
Including GST |
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
590 |
|
- |
8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
590 |
|
- |
8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1888 |
|
- |
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1298 |
|
- |
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1711 |
|
- |
8.3.4(Spacing ofEmitter Units) |
- |
295 |
|
- |
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1121 |
|
- |
8.2.1(Unregu/Qt~d Emining Pipe) |
- |
1121 |
|
- |
8.3.3(Flow Paths in Emitting Unit) |
- |
354 |
|
- |
8.8(Determination of Emitting Unit Exponent) |
- |
708 |
|
- |
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1121 |
|
- |
|
Complete
|
|
- |
- |
21 |
IS 996 (2009) |
Single phase a.c. induction motors for general purpose (Third Revision) |
- |
-
|
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
16.1(Marking and Diagram of connenctions) |
- |
100 |
|
- |
10(Type of enclosures) |
- |
7500 |
|
- |
11(Methods of cooling) |
- |
100 |
|
- |
9.1(General construction (as per Cl. 9 & F-3)) |
- |
100 |
|
- |
9(General construction (as per Cl. 9 & F-3)) |
- |
100 |
|
- |
9.4.11(General construction (as per Cl. 9 & F-3)) |
- |
100 |
|
- |
9.4.13(General construction (as per Cl. 9 & F-3)) |
- |
100 |
|
- |
4.1(Rated Voltage) |
- |
100 |
|
- |
4.2(Rated Frequency) |
- |
100 |
|
- |
4.3(Rated Output) |
- |
100 |
|
- |
4.4(Rated Speed) |
- |
100 |
|
- |
7(Dimensions (Cl.App.F-4)) |
- |
1000 |
|
- |
9.5(Earthing) |
- |
100 |
|
- |
9.5(Earthing) |
- |
100 |
|
- |
9.5(Earthing) |
- |
100 |
|
- |
17.3 (a)(No load test at rated voltage and frequency ) |
- |
500 |
|
- |
12.1.1(Test for torques at rated voltage and frequency (Cl.12.1.1 & F-6.2 )) |
- |
2000 |
|
- |
12.5.1(Full load performance at rated voltage and frequency (Cl.12.5 & F-6.2.4 )) |
- |
5000 |
|
- |
12.2(Temperature-rise test (Cl.12.2 & Cl.F-6.2.5)) |
- |
2000 |
|
- |
12.7(Insulation resistance test) |
- |
250 |
|
- |
13.1(High voltage test) |
- |
250 |
|
- |
13.2(Moisture proofness) |
- |
1500 |
|
- |
13.3(Leakage current test) |
- |
250 |
|
- |
12.6(Vibration Severity) |
- |
250 |
|
- |
15.2(Specific Requirements) |
- |
100 |
|
- |
15.2(Specific Requirements) |
- |
100 |
|
- |
9.0(Observation) |
- |
100 |
|
- |
7.2(Dimensions) |
- |
100 |
|
- |
11.0(Observation) |
- |
100 |
|
- |
17.3 (j)(Observation) |
- |
100 |
|
- |
9.5(Observation) |
- |
100 |
|
- |
14.0(Observation) |
- |
100 |
|
- |
16.0(Observation) |
- |
100 |
|
- |
17.4 & 9.4.6.1(Observation) |
- |
100 |
|
- |
17.3 (k)(Current) |
- |
100 |
|
- |
17.3 (m)(Vibration) |
- |
100 |
|
- |
17.3 (g)(Insulation Resistance) |
- |
100 |
|
- |
17.3 (h)(Voltage) |
- |
100 |
|
- |
17.3 (b)(Temperature) |
- |
1000 |
|
- |
17.3 (e)(Temperature) |
- |
1000 |
|
- |
17.3 (f)(Torque) |
- |
1000 |
|
- |
17.3 (c)(Current, Torque) |
- |
100 |
|
- |
17.3 (d)(Voltage, Current, Power, Frequency, Speed, Efficiency, Power factor, Slip) |
- |
100 |
|
- |
17.3 (a)(Voltage, Current, Power, Frequency, Speed) |
- |
100 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
22 |
IS 9283 (2013) |
Motors for submersible pumpsets - Specification (Second Revision) |
- |
-
|
28800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(Construction, IS 9283) |
- |
500 |
|
- |
5.1.1(Construction, IS 9283) |
- |
500 |
|
- |
5.1.3(Construction, IS 9283) |
- |
500 |
|
- |
5.1.4(Construction, IS 9283) |
- |
500 |
|
- |
5.2.1(Earthing, IS 9283) |
- |
100 |
|
- |
5.2.2(Earthing, IS 9283) |
- |
100 |
|
- |
5.2.3(Earthing, IS 9283) |
- |
100 |
|
- |
5.2.4(Earthing, IS 9283) |
- |
100 |
|
- |
5.2.5(Earthing, IS 9283) |
- |
100 |
|
- |
5.3(Foreign Matter, IS 9283) |
- |
100 |
|
- |
5.5(Finish of Bearings, IS 9283) |
- |
100 |
|
- |
5.6(Balancing of Rotor, IS 9283) |
- |
500 |
|
- |
7.1(Dimensions of Motors, IS 9283) |
- |
500 |
|
- |
8(Type of duty, IS 9283) |
- |
100 |
|
- |
13(Terminal Markings, IS 9283) |
- |
100 |
|
- |
7.2.1(Tolerances, IS 9283) |
- |
100 |
|
- |
7.2.2(Tolerances, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.1(Marking, IS 9283) |
- |
100 |
|
- |
15.3(Marking, IS 9283) |
- |
100 |
|
- |
23(Leakage Current test, IS 9283) |
- |
200 |
|
- |
5.1.2(Construction, IS 9283) |
- |
500 |
|
- |
17.1(Performance values, IS 9283) |
- |
3000 |
|
- |
17.1(Performance values, IS 9283) |
- |
3000 |
|
- |
17.1(Performance values, IS 9283) |
- |
3000 |
|
- |
17.1(Performance values, IS 9283) |
- |
3000 |
|
- |
18.1(Overload test, IS 9283) |
- |
1500 |
|
- |
19(Temperature rise test, IS 9283) |
- |
3500 |
|
- |
19(Temperature rise test, IS 9283) |
- |
3500 |
|
- |
20(High Voltage test, IS 9283) |
- |
500 |
|
- |
21(Insulation Resistance test, IS 9283) |
- |
500 |
|
- |
22(Speed, IS 9283) |
- |
500 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
23 |
IS 6595 : Part 1 (2018) |
Horizontal centrifugal pumps for clear, cold water - Specification: Part 1 agricultural and rural water supply purposes (Fourth Revision) |
- |
-
|
15840 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10.1(Pump Test
Verification of the Guarantee
Cl.9.4 of IS 9137:2019
Cl. 9.4.1 Curves QH and Qη) |
- |
1000 |
|
- |
10.1(Pump Test
Verification of the Guarantee
Cl.9.4 of IS 9137:2019
9.4.2 Efficiency) |
- |
1000 |
|
- |
10.1(Pump Test
Verification of the Guarantee
Cl.9.4 of IS 9137:2019
9.4.3 Pump Power Input) |
- |
1000 |
|
- |
8.1(Design Features
Head Restrictions) |
- |
1000 |
|
- |
8.1(Design Features
Head Restrictions) |
- |
1000 |
|
- |
8.2
As per fig 1 & 2(Design Features
Minimum efficiency
) |
- |
500 |
|
- |
8.3(Design Features
Shaft ) |
- |
500 |
|
- |
9.1(General Requirements
Volute Casing) |
- |
1000 |
|
- |
9.2(General Requirements
Impeller) |
- |
1000 |
|
- |
10(Pump Test
Verification of guarante
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
1000 |
|
- |
10(Pump Test
Verification of guarante
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
1000 |
|
- |
10(Pump Test
Verification of guarante
Cl.8 of IS 11346-2002
Efficiency
Cl.8.3 of IS 11346-2002) |
- |
1000 |
|
- |
12.2.2(Pump Power Input
) |
- |
1000 |
|
- |
12.2.5(Vibrations ) |
- |
1000 |
|
- |
12.2.5(Noise level) |
- |
1000 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
24 |
IS 8034 (2018) |
Submersible pumpsets - Specification (Third Revision) |
100 kW |
-
|
7200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
14(Marking) |
- |
100 |
|
ok |
6.1 (a)(Constructional Features) |
- |
1000 |
|
ok |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
14(Marking) |
- |
100 |
|
- |
6.1 (b)(Constructional Features) |
- |
100 |
|
- |
6.1 (c)(Constructional Features) |
- |
100 |
|
- |
6.1 (d)(Constructional Features) |
- |
100 |
|
- |
6.1 (e)(Constructional Features) |
- |
100 |
|
- |
6.1 (f)(Constructional Features) |
- |
100 |
|
- |
6.2 (g)(Material of construction Part Sub Assembly
Pump Shaft) |
- |
100 |
|
- |
6.2 (h)(Material of construction Part Sub Assembly
Suction Casing) |
- |
100 |
|
- |
6.2.2.1(Gaskets, Seals and Packings) |
- |
100 |
|
- |
6.2.2.2(Gaskets, Seals and Packings) |
- |
100 |
|
- |
6.2.3(Gaskets, Seals and Packings) |
- |
100 |
|
- |
6.2.4(Gaskets, Seals and Packings) |
- |
100 |
|
- |
6.2.5(Gaskets, Seals and Packings) |
- |
100 |
|
- |
7.1.1(Design features:
Typical design features 0f components of pump) |
- |
100 |
|
- |
7.1.2(Design features:
Typical design features 0f components of pump) |
- |
100 |
|
- |
7.1.3(Design features:
Typical design features 0f components of pump) |
- |
100 |
|
- |
7.1.4(Design features:
Typical design features 0f components of pump) |
- |
100 |
|
- |
7.1.5(Design features:
Typical design features 0f components of pump) |
- |
100 |
|
- |
7.1.6(Design features:
Typical design features 0f components of pump) |
- |
100 |
|
- |
8.1(General Requirements) |
- |
100 |
|
- |
8.2(Casing) |
- |
350 |
|
- |
8.3(Impeller) |
- |
350 |
|
- |
8.4.1(Shaft) |
- |
100 |
|
- |
8.4.2(Shaft) |
- |
100 |
|
- |
8.5.1(Balancing) |
- |
250 |
|
- |
8.5.2(Balancing) |
- |
250 |
|
- |
8.7.1(Direction of Rotation) |
- |
50 |
|
- |
8.7.2(Direction of Rotation) |
- |
50 |
|
- |
8.8(Terminal Marking) |
- |
100 |
|
- |
8.9.1(Typical Installation) |
- |
100 |
|
- |
8.9.3(Typical Installation) |
- |
100 |
|
- |
10.2(Laboratory Tests
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
600 |
|
- |
10.2(Laboratory Tests
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
600 |
|
- |
10.2(Laboratory Tests
Cl.8 of IS 11346-2002
Efficiency
Cl.8.3 of IS 11346-2002) |
- |
600 |
|
- |
10.3(Hydrostatic Pressure Test) |
- |
250 |
|
- |
11.1.1(Guarantee of Performance) |
- |
600 |
|
- |
11.1.2(Guarantee of Performance) |
- |
600 |
|
- |
11.1.3(Guarantee of Performance) |
- |
600 |
|
- |
11.1.4(Guarantee of Performance) |
- |
600 |
|
- |
11.1.5(Guarantee of Performance) |
- |
600 |
|
- |
12(Guarantee of workmanship and material) |
- |
600 |
|
- |
8.9(Typical installation) |
- |
100 |
|
- |
8.5(Balancing of rotor) |
- |
100 |
|
- |
8.6(Submersible cable) |
- |
100 |
|
- |
8.7(Direction of Rotation) |
- |
100 |
|
- |
7(Design features) |
- |
100 |
|
- |
7.1.10(Voltage & Frequency variation) |
- |
100 |
|
- |
6(Measurement of shaft extension) |
- |
100 |
|
- |
6(Constructional Features) |
- |
100 |
|
- |
11(Guarantee of Performance) |
- |
100 |
|
- |
10(Pump Performance test) |
- |
1000 |
|
- |
9.10 (a)(Insulation Resistance test) |
- |
100 |
|
- |
9.10 (b)(High Voltage test) |
- |
100 |
|
- |
9.10 (c)(Measurement of Stator Resistance) |
- |
100 |
|
- |
9.10 (d)(No Load Test at Rated Voltage) |
- |
100 |
|
- |
9.10 (e)(Reduced voltage Running up test) |
- |
100 |
|
- |
9.10 (f) & (g)(Locked Rotor Test) |
- |
100 |
|
- |
9.10 (h)(Leakage current test) |
- |
100 |
|
- |
9.10 (j)(Temperature Rise Test at Rated Voltage) |
- |
1000 |
|
- |
9.10 (k)(Temperature rise test at reduced voltage) |
- |
100 |
|
- |
8.9.4c(Earthing) |
- |
100 |
|
- |
7.1.7(Pump loading shall be as per 11.1.5) |
- |
100 |
|
- |
7.1.9(prime mover electric motor suitable for the pumps shall be of contineous duty as specified in IS/IEC 60034-4 and as per IS 9283) |
- |
100 |
|
- |
8.6.1(Flat/Round cables as per IS694 shall be used) |
- |
100 |
|
- |
8.6.2(The size of the conductor shall be adequate and suitable for contineous use under water and in air.
the length of the cable shall be minimum 2 m externallly unless otherwise specified by the customer) |
- |
100 |
|
- |
8.6.3(The size and of the cable should be suitably selected so that the voltage drop between control panel and the mptor terminal does not
exeed three percent of the rated voltage) |
- |
100 |
|
- |
8.6.4(In case a joint is required to be made between the lead cable supplied with the motor and the user’s cable, a detailed procedure to
make water tight joining shall be supplied by the motor manufacturer.) |
- |
100 |
|
- |
8.9(Installation) |
- |
100 |
|
- |
8.9.2(The pumpset shall be installed as per guidelines laid down in IS 14536 or as per the recommendation of the manufacturer) |
- |
100 |
|
- |
8.9.4.1(Earthing of the motor shall be done as per IS 9283 in accordance with the relevant provisions of IS 3043.) |
- |
100 |
|
- |
8.9.4.2(In case of PVC pipes used as discharge pipe, a separate non corrosive, low resistance conductor from motor earth terminal to control
panel earth terminal shall be provided for earthing.) |
- |
100 |
|
- |
8.9.4.3(In case non corrosive GI pipes and clamps are used for the purpose of earthing the motor, earthing connection may be made to
the discharge pipe clamp and to the control panel earth terminal) |
- |
100 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
25 |
IS 9079 (2018) |
Monoset pumps for clear, cold water for agricultural and water supply purposes - Specification (Third Revision) |
- |
-
|
11250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10.1(GENERAL REQUIREMENTS
Casing) |
- |
500 |
|
- |
7.1(DIRECTION OF ROTATION (Cl 7)) |
- |
100 |
|
- |
9.2(DESIGN
FEATURES (Cl 9)) |
- |
100 |
|
- |
10.2(GENERAL REQUIREMENTS
Impeller) |
- |
250 |
|
- |
10.3(GENERAL REQUIREMENTS
Shaft) |
- |
100 |
|
- |
7.2(DIRECTION OF ROTATION (Cl 7)) |
- |
100 |
|
- |
9.1(DESIGN
FEATURES (Cl 9)) |
- |
100 |
|
- |
13.1(Guarantee and tolerances on Pump Performance (Cl 13)) |
- |
2500 |
|
- |
13.2(Guarantee and tolerances on Pump Performance (Cl 13)) |
- |
2500 |
|
- |
8.2 IS 11346 : 2002(Verification of Guarantee
Rate of flow and head
(Cl.8.2 IS 11346 : 2002)) |
- |
2500 |
|
- |
13.1.1 (8.2 of IS 11346 : 2002)(Verification of Guarantee
Rate of flow and head
(Cl.8.2 IS 11346 : 2002)) |
- |
2500 |
|
- |
12.5(Efficiency) |
- |
2500 |
|
- |
Cl.8.3 b IS 11346 : 2002(Overall efficiency) |
- |
2500 |
|
- |
Cl13.2.3 IS 9079:2002(Current consumption) |
- |
1000 |
|
- |
9.1(DESIGN
FEATURES (Cl 9)) |
- |
250 |
|
- |
13.1(Guarantee and tolerances on Pump Performance (Cl 13)) |
- |
250 |
|
- |
13.2(Guarantee and tolerances on Pump Performance (Cl 13)) |
- |
250 |
|
- |
13.1.1 (8.2 of IS 11346 : 2002)(Verification of Guarantee
Rate of flow and head
(Cl.8.2 IS 11346 : 2002)) |
- |
250 |
|
- |
8.2 IS 11346 : 2002(Verification of Guarantee
Rate of flow and head
(Cl.8.2 IS 11346 : 2002)) |
- |
250 |
|
- |
12.5(Efficiency) |
- |
1500 |
|
- |
Cl.8.3 b IS 11346 : 2002(Overall efficiency) |
- |
1500 |
|
- |
7(Contructional Features) |
- |
100 |
|
- |
7.1(Material of Construction) |
- |
100 |
|
- |
7.2(Gaskets.Seals and packings) |
- |
100 |
|
- |
9(Design Features) |
- |
100 |
|
- |
9.1.1(The pump may be equipped with replaceable bearing and wearing ring, wherever provided.) |
- |
100 |
|
- |
9.1.2(The pump shall be capable to perform as per guaranteed duty point at the manometric suction lift as specified in Table 1.) |
- |
100 |
|
- |
9.3(The manufacturer shall have a system of controlling dimensional accuracy within a scheme of fits and tolerance limits.
The system shall help interchangeability and fitment at site for replacement spares during subsequent repair and maintenance.) |
- |
100 |
|
- |
9.4(The pump efficiency of monoset pumps at duty point as declared by the manufacturer for 2 and 4 poles shall not be less than given in
Fig. 3 to Fig. 6 and beyond this range, the efficiency shall be declared by manufacturer.) |
- |
100 |
|
- |
10(General Requirements) |
- |
100 |
|
- |
10.1(General Requirements(Casing)) |
- |
100 |
|
- |
10.2(General Requirements(Impeller)) |
- |
100 |
|
- |
10.3(General Requirements(Shaft)) |
- |
100 |
|
- |
10.4.1, 10.4.2, 10.4.3, 10.4.4(General Requirements(Balancing)) |
- |
100 |
|
- |
10.5(Provision of Earthing) |
- |
100 |
|
- |
10.6.1(Terminal Marking) |
- |
100 |
|
- |
10.6.2, 10.6.3(Direction of Rotation) |
- |
100 |
|
- |
11.8.1(a)(Measurement of stator resistance) |
- |
100 |
|
- |
11.8.1(b)(High Voltage test) |
- |
100 |
|
- |
11.8.1(c)(Insulation Resistance test) |
- |
100 |
|
- |
11.8.1(d)(No load test at rated voltage) |
- |
100 |
|
- |
11.8.1(e)(Locked rotor) |
- |
100 |
|
- |
11.8.1(f)(Breakaway (starting) torque) |
- |
100 |
|
- |
11.8.1(g)(Reduced voltage running up test at no load) |
- |
100 |
|
- |
11.8.1(h)(Temperature rise test at rated voltage) |
- |
100 |
|
- |
11.8.1(j)(Temperature rise test at reduced voltage) |
- |
100 |
|
- |
13.1.1(The pumpset shall be guaranteed for their performance of the nominal volume rate of flow and the nominal head at the guaranteed
duty point. The overall efficiency of the pumpset shall be guaranteed at the declared duty point only.) |
- |
100 |
|
- |
13.1.2(The guarantee shall be deemed to have been met with, if the measured values of head, volume rate of flow and overall efficiency
are within the limits indicated in clause 8 of IS 11346. However, after applying the tolerance, overall efficiency value shall not be
less than that derived from Fig. 3 to 6.) |
- |
100 |
|
- |
13.1.3(Monoset motor shall not get overloaded in the specified operating head range at rated voltage and supply frequency.) |
- |
100 |
|
- |
13.1.4(The tolerance shall apply to guaranteed duty point only.) |
- |
100 |
|
- |
8.6.5(If four core cable is used, the fourth core is to be used for earthing.) |
- |
100 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Marking) |
- |
- |
|
- |
15.1(Hydrostatic Pressure Test) |
- |
- |
|
- |
13.5(Minimum Current Requirement) |
- |
- |
|
- |
|
Complete
|
|
- |
- |
26 |
IS 12615 (2018) |
Line operated three phase AC motors (IE Code) "Efficiency classes and performance specification" (Third Revision) |
Type Test up to 5.5 KW 9198 (0.12 kW to 30 kW) REVISED |
-
|
30120 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
15.3.2(Marking) |
- |
100 |
|
Type Test up to 5.5 KW 9198 (0.12 kW to 30 kW) REVISED
T ype Test Above 5.5 KW to 11 KW 11472 VERSION Included w.e.f. 05.02.2019. |
15.2(Rating) |
- |
100 |
|
T ype Test Above 11 KW to 22 KW 20832
T ype Test Above 22 KW to 30 KW 30120
Optional Test (IP Test) 12000 Upto IP 44 |
18.3(BIS Certification Marking
) |
- |
100 |
|
- |
8.0(Earthing) |
- |
100 |
|
- |
9.0(Terminal Marking) |
- |
100 |
|
- |
11.0(DUTY AND RATING) |
- |
100 |
|
- |
18.3(Marking) |
- |
100 |
|
- |
16.2.1(Dimensions) |
- |
2000 |
|
- |
16.1.1(Insulation Resistance Test) |
- |
1000 |
|
- |
16.1.2(Measurement of Resistance of Windings of Stator) |
- |
1000 |
|
- |
16.1.3(No Load Test) |
- |
1000 |
|
- |
16.1.4(Locked Rotor Readings of Voltage, Current and Power Input at a Suitable Reduced Voltage) |
- |
1000 |
|
- |
16.1.5(5 Reduced Voltage Running up Test at no-load (for squirrel cage motor up to 37 kW only)) |
- |
1000 |
|
- |
16.1.6(High Voltage Test) |
- |
1000 |
|
- |
16.2.2(Locked Rotor Test) |
- |
1000 |
|
- |
16.2.2.1(Locked Rotor Test) |
- |
1000 |
|
- |
16.2.2.2(Locked Rotor Test) |
- |
1000 |
|
- |
16.2.2.2.1(Locked Rotor Test) |
- |
1000 |
|
- |
16.2.2.3(Determination of starting characteristics
-locked rotor current) |
- |
1000 |
|
- |
16.2.2.3.1(Direct proportion method) |
- |
1000 |
|
- |
16.2.3(Full Load Test to Determine Efficiency, Power Factor and Slip) |
- |
6500 |
|
- |
16.2.4(Temperature Rise Test) |
- |
3000 |
|
- |
16.2.5(Momentary Overload Test) |
- |
800 |
|
- |
16.3.1( Test for Vibration Severity of Motor) |
- |
500 |
|
- |
16.3.3( Test for Degree of Protection by Enclosure) |
- |
6500 |
|
- |
12.2(Pull up torque) |
- |
100 |
|
- |
6(Method of cooling) |
- |
100 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
27 |
IS 14220 (2018) |
Openwell submersible pumpsets - Specification (First Revision) |
- |
-
|
28800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.1(Design Features) |
- |
200 |
|
ok |
10(Suction and Delivery Ends
(Cl 17.2 of IS 5120)) |
- |
200 |
|
ok |
9(Efficiency) |
- |
500 |
|
- |
8.1.1(Design Features) |
- |
500 |
|
- |
8.1.4(Design Features) |
- |
500 |
|
- |
8.1.5(Design Features) |
- |
100 |
|
- |
8.1.5(Design Features) |
- |
100 |
|
- |
10(Performance
(Cl 17.1 of IS 5120)) |
- |
2500 |
|
- |
10(Fluid Passages
(Cl 17.3 of IS 5120)) |
- |
100 |
|
- |
10(Draining Plugrs
(Cl 17.4 of IS 5120)) |
- |
100 |
|
- |
10(Lantern Ring
(Cl 17.5 of IS 5120)) |
- |
100 |
|
- |
10(Casing
(Cl 17.6 of IS 5120)) |
- |
1000 |
|
- |
10(Impeller
(Cl 17.7 of IS 5120)) |
- |
1000 |
|
- |
10(Shaft
(Cl 17.8 of IS 5120)) |
- |
200 |
|
- |
10(Shaft Couplings
(Cl 17.9 of IS 5120)) |
- |
100 |
|
- |
10(Bearings
(Cl 17.10 of IS 5120)) |
- |
100 |
|
- |
10(Bearings
(Cl 17.10.1 of IS 5120)) |
- |
100 |
|
- |
10(Bearings
(Cl 17.10.2 of IS 5120)) |
- |
100 |
|
- |
10( Stuffing Boxes
(Cl 17.11 of IS 5120)) |
- |
100 |
|
- |
10(Base Plates
(Cl 17.12 of IS 5120)) |
- |
100 |
|
- |
10(Prime Mover
(Cl 17.13 of IS 5120)) |
- |
100 |
|
- |
10(Name Plate
(Cl 17.14 of IS 5120)) |
- |
100 |
|
- |
10(Name Plate
(Cl 17.14 of IS 5120)) |
- |
100 |
|
- |
10(Name Plate
(Cl 17.14 of IS 5120)) |
- |
100 |
|
- |
10(Name Plate
(Cl 17.14.1 of IS 5120)) |
- |
100 |
|
- |
10.2(Casing) |
- |
1000 |
|
- |
10.3(Impeller) |
- |
1000 |
|
- |
10.4.1(Shaft) |
- |
100 |
|
- |
10.4.2(Shaft) |
- |
100 |
|
- |
10.5.1(Balancing) |
- |
1000 |
|
- |
10.5.2(Balancing) |
- |
1000 |
|
- |
10.5.3(Balancing) |
- |
100 |
|
- |
10.5.4(Balancing) |
- |
100 |
|
- |
10.6.1( Provision for Earthing) |
- |
100 |
|
- |
10.6.2( Provision for Earthing) |
- |
100 |
|
- |
10.6.3( Provision for Earthing) |
- |
100 |
|
- |
10.6.4( Provision for Earthing) |
- |
100 |
|
- |
10.7.1(Terminal Marking and Direction of Rotation) |
- |
100 |
|
- |
10.7.2(Terminal Marking and Direction of Rotation) |
- |
100 |
|
- |
10.7.3(Terminal Marking and Direction of Rotation) |
- |
100 |
|
- |
15.2(Laboratory Tests
Cl.8 of IS 11346-2002
Rate of flow and head
Cl.8 of IS 11346-2002) |
- |
1000 |
|
- |
15.2(Laboratory Tests
Cl.8 of IS 11346-2002
Efficiency
Cl.8.3 of IS 11346-2002) |
- |
1000 |
|
- |
15.5(Hydrostatic Pressure Test) |
- |
1000 |
|
- |
16.1.1( Guarantee of Performance) |
- |
1000 |
|
- |
16.1.2( Guarantee of Performance) |
- |
1000 |
|
- |
16.1.3( Guarantee of Performance) |
- |
1000 |
|
- |
16.1.4( Guarantee of Performance) |
- |
1000 |
|
- |
16.1.5( Guarantee of Performance) |
- |
1000 |
|
- |
18.1.3(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
18.1(Marking) |
- |
100 |
|
- |
7(Constructional features) |
- |
100 |
|
- |
7.1(It is recognized that a number of materials of construction are available to meet the needs for pumps handling clear, cold water.) |
- |
100 |
|
- |
7.2(Gaskets, seals and packings used for clear, cold water pumps shall conform to the applicable requirements specified in 5.2 of IS 5120.) |
- |
100 |
|
- |
7.3(The motor shall be provided with a breathing attachment like bellows, diaphragm etc; to compensate the volumetric variation of
water inside the motor due to change in the temperature.) |
- |
100 |
|
- |
7.4(The motor shall be protected from ingress of well water, sand and other foreign matter by means of cable glands, rubber seals etc.) |
- |
100 |
|
- |
7.5(All materials and components for the motor shall be suitable for application in respect of resistance and mechanical performance
to protect it) |
- |
100 |
|
- |
7.6(The rotor of the wet type open well submersible motor and rotor in water filled designed motor shall be provided with suitable coating
from corrosion under water. However if suitable anticorrosion additive is added in the water, no separate protection on
rotors is necessary.) |
- |
100 |
|
- |
8(Design Features) |
- |
100 |
|
- |
8.1.2(The multi-stage pump shaft may be guided through bearings, the bearings may be provided in stage casing, suction housing and
discharge casing, while in case of intermediate bearings, suitable positions may be selected in the overall span.) |
- |
100 |
|
- |
8.1.3(The pump may be equipped with replaceable bearing and wearing ring, wherever provided.) |
- |
100 |
|
- |
8.1.4(The strainer on the suction shall offer the best compromise amongst restraining large solids from entering the pump and containing
the suction losses to the minimum.) |
- |
100 |
|
- |
8.1.5(The pump shall be capable to give discharge without overloading the prime mover within the permissible current at rated voltage
and supply frequency at minimum +5 percent and minimum –15 percent of the guaranteed duty point head up to 30 m.
Above 30 m, the pump shall be capable to give discharge without overloading the prime mover within the permissible current at rated
voltage and supply frequency at minimum +10 percent and minimum –25 percent of the guaranteed duty point head.) |
- |
100 |
|
- |
12(Cable) |
- |
100 |
|
- |
12.1(Flat/Round cables as per IS694 shall be used) |
- |
100 |
|
- |
12.1.2(The size of the conductor shall be adequate and suitable for contineous use under water and in air.
the length of the cable shall be minimum 2 m externallly unless otherwise specified by the customer) |
- |
100 |
|
- |
12.1.3(The size and of the cable should be suitably selected so that the voltage drop between control panel and the mptor terminal does
not exeed three percent of the rated voltage) |
- |
100 |
|
- |
12.1.4(In case a joint is required to be made between the lead cable supplied with the motor and the user’s cable, a detailed procedure to
make water tight joining shall be supplied by the motor manufacturer.) |
- |
100 |
|
- |
12.1.5(If four core cable is used, the fourth core is to be used for earthing.) |
- |
100 |
|
- |
14.10.1(a)(Insulation Resistance test) |
- |
100 |
|
- |
14.10.1(b)(High Voltage test) |
- |
100 |
|
- |
14.10.1(c)(Measurement of stator resistance) |
- |
100 |
|
- |
14.10.1(d)(No load test at rated voltage) |
- |
100 |
|
- |
14.10.1(e)(Reduced voltage running up test at no load) |
- |
100 |
|
- |
14.10.1(f)(Locked rotor) |
- |
100 |
|
- |
14.10.1(g)(Breakaway (starting) torque) |
- |
100 |
|
- |
14.10.1(h)(Leakage current test;) |
- |
100 |
|
- |
14.10.1(j)(Temperature rise test at rated voltage) |
- |
100 |
|
- |
14.10.1(k)(Temperature rise test at reduced voltage) |
- |
100 |
|
- |
16.1.1(The pumpset shall be guaranteed for their performance of the nominal volume rate of flow and the nominal head at the guaranteed
duty point. The overall efficiency of the pumpset shall be guaranteed at the declared duty point only.) |
- |
100 |
|
- |
16.1.2(The guarantee shall be deemed to have been met with, if the measured values of head, volume rate of flow and overall efficiency
are within the indicated in IS 11346 limits) |
- |
100 |
|
- |
16.1.3(Open well submersible motor shall not get overloaded in the specified operating head range at rated voltage and supply frequency.) |
- |
100 |
|
- |
16.1.4(The pump shall be tested for the operating head range as per 8.1.5.) |
- |
100 |
|
- |
16.1.5(The overloading of motor is that condition when maximum current drawn by the motor exceeds the limit of 1.07 times of the rated
motor current) |
- |
100 |
|
- |
16.1.6(The tolerance shall apply to guaranteed duty point only.) |
- |
100 |
|
- |
16.1.7(Performance at rated voltage and supply frequency is actual performance of the set. This is better than performance at rated speed,
since in the entire operating head range speed of motor is higher than rated speed, as motor is running in under loaded condition.) |
- |
100 |
|
- |
16.1.8(The manufacturer shall specify the minimum submergence of pump unit at duty point.) |
- |
100 |
|
- |
15.4 (b)(Cold impact) |
- |
100 |
|
- |
9.1(PIPE ENDS) |
- |
100 |
|
- |
|
Complete
|
|
- |
- |
28 |
IS 7347 (1974) |
Specification for performance of small size spark ignition engines |
- |
-
|
45000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.No.10.1.1(ISI Certification Marking ) |
- |
1000 |
|
- |
Cl.No.10.1(c)(Marking ) |
- |
1000 |
|
- |
Cl.No.10.1(b)(Marking ) |
- |
1000 |
|
- |
Cl.No.10.1(a)(Marking ) |
- |
1000 |
|
- |
Cl.No.9.1(h)(Reassembly ,Starting test and no load test) |
- |
2500 |
|
- |
Cl.No.9.1(g)(Strip Examination) |
- |
5000 |
|
- |
Cl.No.9.1(f)(Rating test after endurance test) |
- |
5000 |
|
- |
Cl.No.9.1(h)(Reassembly ,Starting test and no load test) |
- |
3000 |
|
- |
Cl.No.9.1(e)(Endurance test) |
- |
25000 |
|
- |
Cl.No.9.1(d)(Starting test) |
- |
2500 |
|
- |
Cl. No.9.1(c)(No load and Low speed test) |
- |
2500 |
|
- |
Cl.No.9.1(a), Cl.No.9.3.1(Governing test) |
- |
3000 |
|
- |
Cl.No.9.1(a)(Rating test including Fuel consumption test) |
- |
3500 |
|
- |
15.4 (b)(Cold impact) |
- |
500 |
|
- |
9.1(PIPE ENDS) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
29 |
IS 10001 (1981) |
Performance Requirements for Constant Speed Compression ignition (diesel) engines for general purposes (up to 20 kW) |
- |
-
|
105600 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.No.8(Test Certificate) |
- |
105000 |
|
Extra Lube oil and Fuel as per Actual uses |
Cl.No.7.1(ISI Certification Marking ) |
- |
1000 |
|
- |
Cl.No.7(e)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(d)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(c)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(b)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(a)(Marking ) |
- |
1000 |
|
- |
Cl.No.4.2(Specific Fuel Consumption) |
- |
5000 |
|
- |
Cl.No.3.1(d), Cl.No.3.5.2(Governing test) |
- |
5000 |
|
- |
Cl.No.3.1(a)(Dimensional Measurenment for wear.) |
- |
10000 |
|
- |
Cl.No.3.5.5(Lubricating Oil Consumption test) |
- |
5000 |
|
- |
Cl.No.3.1(e)(Endurance test) |
- |
60000 |
|
- |
Cl.No.3.1(b)(Preliminary run test) |
- |
5000 |
|
- |
15.4 (b)(Cold impact) |
- |
500 |
|
- |
9.1(PIPE ENDS) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
30 |
IS 10002 (1981) |
Specification for performance requirements for constant speed compression ignition (Diesel) engines for general purposes (Above 20 KW) |
- |
-
|
528000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.No.8(Test Certificate) |
- |
10000 |
|
- |
Cl.No.7.1(ISI Certification Marking ) |
- |
1000 |
|
- |
Cl.No.7(e)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(d)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(c)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(b)(Marking ) |
- |
1000 |
|
- |
Cl.No.7(a)(Marking ) |
- |
1000 |
|
- |
Cl.No.4.2(Specific Fuel Consumption) |
- |
20000 |
|
- |
Cl.No.3.1(f), (Governing test) |
- |
30000 |
|
- |
Cl.No.3.1(a)(Dimensional Measurenment for wear.) |
- |
30000 |
|
- |
Cl.No.3.5(Lubricating Oil Consumption test) |
- |
25000 |
|
- |
Cl.No.3.1(e)(Endurance test) |
- |
325000 |
|
- |
Cl.No.3.1(b)(Preliminary run test) |
- |
50000 |
|
- |
15.4 (b)(Cold impact) |
- |
500 |
|
- |
9.1(PIPE ENDS) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |