| 1 |
IS 7231 (2021) |
Plastic flushing cisterns for water closets and urinals - Specification (third revision) |
- |
32000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Construction of Exposed Cistern) |
- |
300 |
|
- |
| 5.1.1(Construction of Exposed Cistern) |
- |
300 |
|
- |
| 5.1.1(Construction of Exposed Cistern) |
- |
300 |
|
- |
| 5.1.2(Construction of Cover) |
- |
300 |
|
- |
| 5.1.3(Construction of Flush Pipe) |
- |
300 |
|
- |
| 5.1.3.1(Flush pipe connection to cistern) |
- |
300 |
|
- |
| 5.1.3.1(Flush pipe connection to cistern) |
- |
300 |
|
- |
| 5.1.3.1(Flush pipe connection to cistern) |
- |
300 |
|
- |
| 5.1.3.1(Flush pipe connection to cistern) |
- |
300 |
|
- |
| 5.1.4(Inlet and Overflow Holes) |
- |
600 |
|
- |
| 5.1.5(Float Valve) |
- |
19000 |
|
- |
| 5.1.6(Operating Mechanism (Push-Knob)) |
- |
300 |
|
- |
| 5.1.6(Operating Mechanism (Push-Knob)) |
- |
300 |
|
- |
| 5.1.7(Overflow Pipe) |
- |
300 |
|
- |
| 5.1.7.2(Overflow Pipe) |
- |
300 |
|
- |
| 5.1.7.3(Overflow Pipe) |
- |
300 |
|
- |
| 5.2.1(Concealed Cistern) |
- |
300 |
|
- |
| 5.2.1(Concealed Cistern- Construction) |
- |
300 |
|
- |
| 5.2.2(Flush Pipe) |
- |
300 |
|
- |
| 5.2.3(Operating Mechanism) |
- |
300 |
|
- |
| 5.2.3(Operating Mechanism) |
- |
300 |
|
- |
| 6, 6.1(Finish) |
- |
700 |
|
- |
| 6.1(Finish) |
- |
700 |
|
- |
| 6.1(Finish) |
- |
700 |
|
- |
| 6.2(Finish) |
- |
700 |
|
- |
| 7.1(Operational and Performance Requirement- Flushing Arrangement) |
- |
300 |
|
- |
| 7.2(Working Water Level) |
- |
300 |
|
- |
| 7.3(Freedom from Leakage) |
- |
300 |
|
- |
| 7.4(Reduced Water Level) |
- |
300 |
|
- |
| 7.5 (a)(Cistern Discharge Capacity 6/3 Litres) |
- |
1000 |
|
- |
| 7.5 (a)(Cistern Discharge Capacity 6/3 Litres) |
- |
1000 |
|
- |
| 7.5 (b)(Cistern Discharge Capacity 4.8/2.8 litres) |
- |
1000 |
|
- |
| 7.5 (b)(Cistern Discharge Capacity 4.8/2.8 litres) |
- |
1000 |
|
- |
| 7.5 (c)(Cistern Discharge Capacity 4/2 litres) |
- |
1000 |
|
- |
| 7.5 (c)(Cistern Discharge Capacity 4/2 litres) |
- |
1000 |
|
- |
| 7.6 (a)(Discharge Rate) |
- |
1000 |
|
- |
| 7.6 (b)(Discharge Rate) |
- |
1000 |
|
- |
| 7.6 (c)(Discharge Rate) |
- |
1000 |
|
- |
| 7.6(Discharge Rate) |
- |
1000 |
|
- |
| 8.1(Distortion Resistance Test) |
- |
500 |
|
- |
| 8.2(Dead Load Test) |
- |
500 |
|
- |
| 8.3(Front Thrust Test) |
- |
500 |
|
- |
| 8.4(Impact Test) |
- |
500 |
|
- |
| 8.4.1(Impact Test) |
- |
500 |
|
- |
| 9.3(Endurance Test) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
- - |
| 2 |
IS 12234 (2021) |
Plastic equilibrium float valves for cold water services - Specification (first revision) |
- |
19000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Manufacture and Workmanship) |
- |
1000 |
|
- |
| 7.1 to 7.3 , 7.6 to 7.9(Construction) |
- |
1500 |
|
- |
| 7.4 to 7.5 and 7.10(Dimensions, Screw threads and Back nut) |
- |
1500 |
|
- |
| 8.1.1, 8.1.2(Hydraulic and Shut-Off Test) |
- |
1000 |
|
- |
| 8.3 Appendix-B(Flow Test) |
- |
1000 |
|
- |
| 8.4 Appendix-C(Endurance Test) |
- |
10000 |
|
- |
| 10(Marking) |
- |
1000 |
|
- |
| 8.2 Appendix-A(Antisiphonage Test) |
- |
2000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 02.03.2026
Exclusion: 5 (Materials) |
| 3 |
IS 9763 (2000) |
Plastics Bib Taps, Pillar Taps, Angle Valves and Stop Valves for Hot and Cold Water Services - |
- |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| (Cl. 5)(Nominal Size) |
- |
300 |
|
- |
| (Cl. 7)(Identification) |
- |
300 |
|
- |
| (Cl. 7)(Identification) |
- |
300 |
|
- |
| (Cl 8)(Construction,Workmanship and Finish) |
- |
300 |
|
- |
| (Cl 8)(Construction,Workmanship and Finish) |
- |
300 |
|
- |
| (Cl 8)(Construction,Workmanship and Finish) |
- |
300 |
|
- |
| (Cl 8.4)(Minimum Thickness) |
- |
300 |
|
- |
| (Cl. 8.5)(Finish) |
- |
300 |
|
- |
| (Cl 9.1)(Resistance to Residual Chlorine in Water) |
- |
500 |
|
- |
| (Cl 9.2)(Drip Proofness Test) |
- |
1500 |
|
- |
| (Cl 9.3)(Thermal Shock Test ) |
- |
500 |
|
- |
| (Cl 9.4)(Hydraulic Pressure Test) |
- |
1500 |
|
- |
| (Cl 9.5)(Mechanical Strength Characteristics) |
- |
1500 |
|
- |
| (Cl.6 , Table 3)(Dimensions) |
- |
1800 |
|
- |
|
31 Dec, 2026 |
- - |
| 4 |
IS 204 : Part 1 (1991) |
Tower bolts - Specification: Part 1 ferrous metals (Fifth Revision) |
- |
3300 View breakup
Rs.3300/- (10% concession for BIS)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(General) |
- |
300 |
|
- |
| 5.2.1 Table 1(Particulars-Barrel Tower Bolts) |
- |
500 |
|
- |
| 5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts) |
- |
300 |
|
- |
| 5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts) |
- |
300 |
|
- |
| 5.2.4 Table 4(Particulars-Skeleton Tower Bolts) |
- |
300 |
|
- |
| 6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G ) |
- |
300 |
|
- |
| 6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G ) |
- |
300 |
|
- |
| 6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H ) |
- |
300 |
|
- |
| 6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J) |
- |
300 |
|
- |
| 6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6) |
- |
300 |
|
- |
| 6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6) |
- |
300 |
|
- |
| 6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6) |
- |
300 |
|
- |
| 6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6) |
- |
300 |
|
- |
|
31 Dec, 2026 |
- - |
| 5 |
IS 204 : Part 2 (1992) |
Tower bolts - Specification: Part 2 non - Ferrous metals (Fifth Revision) |
- |
4800 View breakup
Rs.4800/- (10% concession for BIS)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt or Barrel-(A or B) 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Metal of Barrel (Brass or Zink Alloy/Aluminium alloy/Sheet Brass)-F 8.Dia of bore of barrel or socket- G ) |
- |
4500 |
|
- |
| 5.1(General) |
- |
300 |
|
- |
| 5.2.1 Table 1(Particulars-Barrel Tower Bolts) |
- |
300 |
|
- |
| 5.2.2 Table 2(Particulars-Skeleton Tower Bolts) |
- |
300 |
|
- |
| 6.1- Table 1(Dimension of barrel tower bolts-Minimum No. of equally Spaced holes in Barrel & Socket for wooden screw no 6) |
- |
300 |
|
- |
| 6.2- Table 2(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt -A 3.Length of Bolt Plate -B 4.Width of Bolt Plate or Staple-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Socket (Brass /Aluminium alloy or Zink Alloy)-F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob ) |
- |
300 |
|
- |
| 6.2- Table 2(Dimension of Skeleton Tower Bolts- Nos of Staples) |
- |
300 |
|
- |
| 6.2- Table 2(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 4) |
- |
300 |
|
- |
| 6.2- Table 3(PACKING) |
- |
300 |
|
- |
|
31 Dec, 2026 |
- - |
| 6 |
IS 205 (1992) |
Non - Ferrous metal butt specification (Fourth Revision) |
- |
4500 View breakup
Rs.4500/- (10% concession for BIS)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1- Table 2,3,4,5 & Fig-1 & 2(Dimensions- Type of Hinge 1.Length 2.Breadth 3.Butt Dia 4.Pin Dia 5.Thickness of Flap) |
- |
2400 |
|
- |
| 5.1- Table 2,3,4,5 & Fig-1 & 2(Dimensions- 1. Holes for Screw Desination 2. No. of screw Holes) |
- |
600 |
|
- |
| 6.1(Manufacture- General) |
- |
300 |
|
- |
| 6.2- Table 2,3,4,5 (Kunckles) |
- |
300 |
|
- |
| 6.3.1- Table 2,3,4,5 & Fig-1 & 2(Screw Holes) |
- |
300 |
|
- |
| 6.3.2- Table 2,3,4,5 (Number of Holes) |
- |
300 |
|
- |
| 6.3.3 Fig-1(Position of Holes) |
- |
300 |
|
- |
| 8.1(Packing - Each hinge shall be packed in card board boxes or in any other approved packing. The number of hinges in a package shall be as under) |
- |
300 |
|
- |
|
31 Dec, 2026 |
- - |
| 7 |
IS 13983 (1994) |
Stainless Steel Sinks For Domestic Purposes |
- |
13300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9(Marking) |
- |
300 |
|
- |
| 4(Type) |
- |
300 |
|
- |
| 6(Thickness of sheet/strip) |
- |
300 |
|
- |
| 6(Depth of bowl) |
- |
300 |
|
- |
| 6(Internal dimensions of the bowl) |
- |
600 |
|
- |
| 6(Bowl locating limits) |
- |
600 |
|
- |
| 6(Co-ordinating sizes) |
- |
1800 |
|
- |
| 7.1(Consruction and workmanship) |
- |
300 |
|
- |
| 7.1.1(Consruction and workmanship) |
- |
300 |
|
- |
| 7.2(Consruction and workmanship) |
- |
300 |
|
- |
| 7.2.1(Consruction and workmanship) |
- |
300 |
|
- |
| 7.3(Drainers) |
- |
300 |
|
- |
| 7.4(Waste outlet) |
- |
300 |
|
- |
| 7.5(Tap holes) |
- |
300 |
|
- |
| 7.6(Overflows) |
- |
300 |
|
- |
| 8(Finish) |
- |
300 |
|
- |
|
31 Dec, 2026 |
- - |
| 8 |
IS 12592 (2002) |
Precast concrete manhole cover and frame - Specification (First Revision) |
- |
11957 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2(Dimensions of cover- Diameter) |
- |
5198 |
|
- |
| 3(Grade) |
- |
520 |
|
Marking |
| 3(Type/Shape of Cover) |
- |
520 |
|
Visual Examination, Shape and Finishing |
| 7.4.1(Edge Protection and Finishing - Frame) |
- |
1271 |
|
- |
| 7.4.2(Edge Protection and Finishing - Cover) |
- |
520 |
|
- |
| 8(LIFTING HOOKS) |
- |
520 |
|
- |
| 9.1(General) |
- |
520 |
|
- |
| 9.3 and Table and
Annex C(Load Test) |
- |
2888 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - A) |
- |
520 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - B) |
- |
520 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - C) |
- |
520 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - D) |
- |
520 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - E) |
- |
520 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - F) |
- |
520 |
|
- |
| 5.2(Clearance at top between the frame and the cover all round the periphery) |
- |
520 |
|
- |
| 5.2(Top surface ofthe frame and cover is in level) |
- |
520 |
|
- |
| 5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover) |
- |
520 |
|
- |
| 5.2 and Fig 1(Clear cover to reinforcement) |
- |
520 |
|
- |
| Clause No. 7.4.4(Compatitbilty of Seating of cover and frame) |
- |
520 |
|
- |
|
31 Dec, 2026 |
- - |