| 10921 |
Alpha Test House Services LLP (160), Sahibzada Ajit Singh Nagar
| 9138706
| IS 204 : Part 1 (1991) |
Tower bolts - Specification: Part 1 ferrous metals (Fifth Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous) |
- |
3000 |
|
- |
| 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 ) |
- |
1000 |
|
- |
| 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 ) |
- |
1000 |
|
- |
| 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 ) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples) |
- |
1000 |
|
- |
| 6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6) |
- |
1000 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228) |
- |
300 |
|
- |
| 4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous) |
- |
3000 |
|
- |
| 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 ) |
- |
1000 |
|
- |
| 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 ) |
- |
1000 |
|
- |
| 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 ) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples) |
- |
1000 |
|
- |
| 6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6) |
- |
1000 |
|
- |
| 4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite
in a matrix offerrite or pearlite or mixture thereof.) |
- |
2000 |
|
- |
| 4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754) |
- |
2000 |
|
- |
| 5.1(General) |
- |
100 |
|
- |
| 5.2.1 Table 1(Particulars-Barrel Tower Bolts) |
- |
1000 |
|
- |
| 5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts) |
- |
1000 |
|
- |
| 5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts) |
- |
1000 |
|
- |
| 5.2.4 Table 4(Particulars-Skeleton Tower Bolts) |
- |
1000 |
|
- |
| 8.1(MARKING- .) |
- |
100 |
|
- |
| 8.1.1,(MARKING- ) |
- |
100 |
|
- |
| 9(PACKING) |
- |
100 |
|
- |
| 7(Finish) |
- |
1700 |
|
- |
|
- |
-
Included w.e.f. 04.04.2024 |
| 10922 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 2191 : Part 2 (1983) |
Specification for wooden flush door shutiers (Cellular And Hollow Core Type): Part 2 particle board and hardboard pace panels |
All Type |
20600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 3 (Table-2)(Size- Height) |
- |
300 |
|
- |
| Cl. 3 (Table-2)(Size- Width) |
- |
300 |
|
- |
| Cl. 3.2 (Nominal thickness of shutters) |
- |
300 |
|
- |
| Cl. 7(WORKMANSHIP AND FINISH) |
- |
500 |
|
- |
| Cl. 8.1(End immersion Test) |
- |
1500 |
|
- |
| Cl. 8.2(Knife Test) |
- |
1000 |
|
- |
| Cl. 8.3(Adhesion Test) |
- |
1200 |
|
- |
| Cl. 6.1(Locks) |
- |
0 |
|
- |
| Cl. 6(FITTINGS) |
- |
0 |
|
- |
| Cl. 5.2(Face Panel) |
- |
0 |
|
- |
| Cl. 5(CONSTRUCTION) |
- |
0 |
|
- |
| Cl. 4.4(Adhesive) |
- |
0 |
|
- |
| Cl. 4.3(fibre Hardboard) |
- |
0 |
|
- |
| Cl. 4.2(Particle Board) |
- |
0 |
|
- |
| Cl. 4.1(Timber) |
- |
0 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
- |
-
- |
| 10923 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 2191 : Part 1 (1983) |
Specification for wooden flush door shuiters (Cellular And Hollow Core Type): Part 1 plywood face panels (Fourth Revision) |
All Type |
20600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 4 (Table-2)(Size- Height) |
- |
300 |
|
- |
| Cl. 4 (Table-2)(Size- Width) |
- |
300 |
|
- |
| Cl. 4.2 (Nominal thickness of shutters) |
- |
300 |
|
- |
| Cl. 5.1(Timber) |
- |
0 |
|
- |
| Cl. 8(WORKMANSHIP AND FINISH) |
- |
500 |
|
- |
| Cl. 9.1(End immersion Test) |
- |
1500 |
|
- |
| Cl. 9.2(Knife Test) |
- |
1000 |
|
- |
| Cl. 9.3(Adhesion Test) |
- |
1200 |
|
- |
| Cl. 7.1(Locks) |
- |
200 |
|
- |
| Cl. 7(FITTINGS) |
- |
200 |
|
- |
| Cl. 6.9(Venetian) |
- |
200 |
|
- |
| Cl. 6.8(Opening for Glazing) |
- |
200 |
|
- |
| Cl. 6.7(Rebating) |
- |
200 |
|
- |
| Cl. 6.6(Lipping) |
- |
200 |
|
- |
| Cl. 6.5(Face Panel) |
- |
200 |
|
- |
| Cl. 6.4(Levelling) |
- |
200 |
|
- |
| Cl. 6.3(Stiles and Rails) |
- |
200 |
|
- |
| Cl. 6.2(Hollow Core) |
- |
200 |
|
- |
| Cl. 6.1(Cellular Core) |
- |
200 |
|
- |
| Cl. 6(CONSTRUCTION) |
- |
200 |
|
- |
| Cl. 5.7(Particle Board) |
- |
0 |
|
- |
| Cl. 5.6(Adhesive) |
- |
0 |
|
- |
| Cl. 5.4(Face Veneers) |
- |
0 |
|
- |
| Cl. 5.3(Cross-Bands) |
- |
0 |
|
- |
| Cl. 5.2(Plywood) |
- |
0 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
- |
-
- |
| 10924 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
BWP/MR, DEC/COM,12-50 MM THICK |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.3(Dimensional Requirements - Length - 8.1.4) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Width - 8.1.4) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
6000 |
|
- |
| 7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
6000 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
6000 |
|
- |
| 9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
6000 |
|
- |
| 9.2.6(Spot test - Annexure L) |
- |
6000 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10925 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 1328 (1996) |
Veneered Decorative Plywood -Specification |
TYPE 1 TYPE 2 MR/BWR |
4500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8(Dimensions & Tolerances - Length - Cl. 8) |
- |
4500 |
|
- |
| 8(Dimensions & Tolerances - Width - Cl. 8) |
- |
4500 |
|
- |
| 8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
4500 |
|
- |
| 8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
4500 |
|
- |
| 8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
4500 |
|
- |
| 11(Tests - Moisture Content - Part 1 of IS 1734) |
- |
4500 |
|
- |
| 11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade]) |
- |
4500 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10926 |
International Testing Centre, MSME Technology Development Centre, Meerut
| 8177804
| IS 3976 (2003) |
Protective Rubber Canvas Boots for Miners |
- |
16200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Design) |
- |
300 |
|
- |
| 5.1.1(Fittings) |
- |
300 |
|
- |
| 5.2.1.2(Tear strength) |
- |
500 |
|
- |
| 5.2.1.3(Composite upper material) |
- |
500 |
|
- |
| 5.2.1.4(Water vapour permeability and coefficient) |
- |
1000 |
|
- |
| 5.2.2(Tear strength) |
- |
500 |
|
- |
| 5.2.2.1(Abrasion resistance) |
- |
800 |
|
- |
| 5.2.1.5(Abrasion resistance) |
- |
800 |
|
- |
| 5.2.3 - 1 - (i)(Width in mm) |
- |
300 |
|
- |
| 5.2.3 - 1 - (ii)(Breaking load in N, Min (50 cm grip length test specimen)) |
- |
500 |
|
- |
| 5.2.3.1(Cotton black binding material) |
- |
500 |
|
- |
| 5.2.5.2 - 2 - (i)(Hardness (IRHD)) |
- |
300 |
|
- |
| 5.2.5.2 - 2 - (ii)(Change in hardness after accelerated ageing at 100 ± 2) |
- |
500 |
|
- |
| 5.2.5.4 - 3(Thickness of compact sole heel) |
- |
300 |
|
- |
| 5.2.6 - 4 -(i)(Sewing thread for body) |
- |
300 |
|
- |
| 5.2.6 - 4 -(ii)(Sewing thread for piping/binding) |
- |
300 |
|
- |
| 5.2.8.2(Minimum breaking loa) |
- |
500 |
|
- |
| 5.2.8.3(Cotton lace of black colour) |
- |
300 |
|
- |
| 5.5(Mass) |
- |
300 |
|
- |
| 5.6(Height of Upper) |
- |
300 |
|
- |
| 5.7(Performance Test) |
- |
500 |
|
- |
| 5.8(Upper/Outsole Bond Strength) |
- |
500 |
|
- |
| 5.9(Sole Interlayer Bond Strength) |
- |
500 |
|
- |
| 5.10(Consolidation Test) |
- |
300 |
|
- |
| 5.11(Compression Resistance) |
- |
500 |
|
- |
| 5.12(Internal Length of Toe Cap) |
- |
500 |
|
- |
| 5.13(Energy Absorption Test) |
- |
500 |
|
- |
| 6.1(Abrasion Resistance of Compact Outsole) |
- |
800 |
|
- |
| 6.4(Resistance to Hot Contact — Sole Heel) |
- |
500 |
|
- |
| 6.5(Hydrolysis) |
- |
800 |
|
- |
| 6.2(Flexing Resistance of Compact Outsole) |
- |
800 |
|
- |
| 6.3(Tear Strength of Compact Outsole) |
- |
500 |
|
- |
| 7.1(Resistance to Fuel) |
- |
500 |
|
- |
| 7.2(Resistance to Electricity) |
- |
500 |
|
- |
| 8 - 6 - (i)(Coupled amines released from azo-dyes) |
- |
4500 |
|
- |
| 8 - 6 - (iii)(pH value of aqueous extract) |
- |
500 |
|
- |
| 8 - 6 - (ii)(Free sulphur) |
- |
500 |
|
- |
| 8 - 6 - (iv)(Lead content, ppm) |
- |
1000 |
|
- |
|
15 Apr, 2027 |
-
- |
| 10927 |
International Testing Centre, MSME Technology Development Centre, Meerut
| 8177804
| IS 15298 : part 4 (2017) |
Personal protective equipment: Part 4 occupational footwear (Second Revision) |
- |
55300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2.2.1(General) |
- |
300 |
|
- |
| 5.2.2.2(Height of upper) |
- |
300 |
|
- |
| 5.2.2.3(Seat region) |
- |
300 |
|
- |
| 5.3.2.1(Construction) |
- |
300 |
|
- |
| 5.3.1.2(Upper/outsole bond strength) |
- |
500 |
|
- |
| 5.3.2.2(Leakproofness) |
- |
500 |
|
- |
| 5.3.2.3(Specific ergonomic features ) |
- |
500 |
|
- |
| 5.3.4.1(Slip resistance) |
- |
1500 |
|
- |
| 5.3.4.2(Slip resistance on ceramic tile floor with sodium lauryl sulphate (SLS) solution) |
- |
1500 |
|
- |
| 5.3.4.3(Slip resistance on steel floor with glycerine ) |
- |
1500 |
|
- |
| 5.3.4.4(Slip resistance on ceramic tile floor with SLS and on steel floor with glycerine ) |
- |
1500 |
|
- |
| 5.3.2.5(Innocuousness ) |
- |
35000 |
|
- |
| 5.4.2.1(Upper) |
- |
500 |
|
- |
| 5.4.2.2(Thickness ) |
- |
300 |
|
- |
| 5.4.2.3(Tear strenth) |
- |
500 |
|
- |
| 5.4.2.4(Tensile properties) |
- |
500 |
|
- |
| 5.4.2.5(Flexing resistance ) |
- |
800 |
|
- |
| 5.4.2.6(Water vapour permeability and coefficient ) |
- |
800 |
|
- |
| 5.4.2.7(pH value ) |
- |
300 |
|
- |
| 5.4.2.8(Hydrolysis) |
- |
800 |
|
- |
| 5.4.2.9(Chromium VI content ) |
- |
1000 |
|
- |
| 5.5.2.1(Tear strength ) |
- |
500 |
|
- |
| 5.5.2.2(Abrasion resistance ) |
- |
800 |
|
- |
| 5.5.2.3(Water vapour permeability and coefficient ) |
- |
800 |
|
- |
| 5.5.2.4(pH value ) |
- |
300 |
|
- |
| 5.5.2.5(Chromium VI content ) |
- |
800 |
|
- |
| 5.6.2.1(Tear strength ) |
- |
500 |
|
- |
| 5.6.2.2(pH value ) |
- |
300 |
|
- |
| 5.6.2.3(Chromium VI content ) |
- |
800 |
|
- |
| 5.7.2.1(Insole and insock ) |
- |
500 |
|
- |
| 5.7.2.3(Water absorption and desorption ) |
- |
800 |
|
- |
| 5.7.4.1(Abrasion resistance ) |
- |
500 |
|
- |
| 5.7.4.2(Abrasion resistance ) |
- |
500 |
|
- |
| 5.7.2.5(Chromium VI content ) |
- |
800 |
|
- |
| 5.8.1.1(Thickness ) |
- |
300 |
|
- |
| 5.8.1.2(Cleated area ) |
- |
300 |
|
- |
| 5.8.1.3(Cleat height) |
- |
300 |
|
- |
| 5.8.2.2(Tear strength ) |
- |
500 |
|
- |
| 5.8.2.3(Abrasion resistance ) |
- |
500 |
|
- |
| 5.8.2.4(Flexing resistance ) |
- |
500 |
|
- |
| 5.8.2.5(Hydrolysis ) |
- |
800 |
|
- |
| 5.8.2.6(Interlayer bond strength ) |
- |
500 |
|
- |
| 6.2.1.1(Metallic anti-penetration insert ) |
- |
500 |
|
- |
| 6.2.1.1.2(Non-metallic anti-penetration insert used as an insole) |
- |
500 |
|
- |
| 6.2.1.2(Construction) |
- |
500 |
|
- |
| 6.2.1.3(Dimensions ) |
- |
300 |
|
- |
| 6.2.1.4(Flex resistance of penetration-resistant inserts ) |
- |
500 |
|
- |
| 6.2.2.1(Conductive footwear) |
- |
500 |
|
- |
| 6.2.1.5.1(Corrosion resistance of penetration-resistant metallic inserts) |
- |
500 |
|
- |
| 6.2.2.2(Antistatic footwear) |
- |
500 |
|
- |
| 6.2.2.3(Electrically insulating footwear ) |
- |
500 |
|
- |
| 6.2.3.1(Heat insulation of sole complex ) |
- |
800 |
|
- |
| 6.2.3.2(Cold insulation of sole complex) |
- |
800 |
|
- |
| 6.2.2.4(Energy absorption of seat region ) |
- |
500 |
|
- |
| 6.2.2.5(Water resistance ) |
- |
500 |
|
- |
| 6.2.2.6(Ankle protection) |
- |
500 |
|
- |
| 6.2.7.1(Cut resistance foot wear) |
- |
800 |
|
- |
| 6.2.7.2(Cut resistance foot wear) |
- |
800 |
|
- |
| 6.2.7.3(Resistance to cutting) |
- |
500 |
|
- |
| 6.2.7.4(Pentration resistance) |
- |
500 |
|
- |
| 6.4.2.1(Resistance to hot contact) |
- |
800 |
|
- |
| 6.4.2.2(Resistance to fuel oil) |
- |
500 |
|
- |
| Table 1(CLASS I) |
- |
300 |
|
- |
| Table 1(CLASS II) |
- |
300 |
|
- |
| 5.6(Tongue ) |
- |
300 |
|
- |
| 5.7.2.2(Insole and insock ) |
- |
500 |
|
- |
| 6.3.2.2(Upper- water penetration) |
- |
500 |
|
- |
| 6.2.1.5.2(Penetration-resistant non-metallic inserts) |
- |
500 |
|
- |
| 7(a)(Marking) |
- |
300 |
|
- |
| 7(b)(Marking) |
- |
300 |
|
- |
| 7(c)(Marking) |
- |
300 |
|
- |
| 7(d)(Marking) |
- |
300 |
|
- |
| 7(e)(Marking) |
- |
300 |
|
- |
| 7(e)(Marking) |
- |
300 |
|
- |
|
15 Apr, 2027 |
-
- |
| 10928 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
PN 2-PN 20, DN 63-500 |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.3(Carbon black particle size - Any Method) |
- |
8000 |
|
- |
| 7.1(Visual Appearance- IS 14333-2022) |
- |
8000 |
|
- |
| 7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
8000 |
|
- |
| 7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
8000 |
|
- |
| 7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
8000 |
|
- |
| 7.2(Length- IS 14333-2022) |
- |
8000 |
|
- |
| 7.3(Coiling- IS 14333-2022) |
- |
8000 |
|
- |
| 6.2(Colour- IS 14333-2022) |
- |
8000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
8000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
8000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
8000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
8000 |
|
- |
| 8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
8000 |
|
- |
| 8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
8000 |
|
- |
| 8.3(Carbon black content- IS 2530-1963) |
- |
8000 |
|
- |
| 8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
8000 |
|
- |
| 8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
8000 |
|
- |
| 8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
8000 |
|
- |
| 8.6(Density-IS 7328:2020) |
- |
8000 |
|
- |
| 8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
8000 |
|
- |
| 8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
8000 |
|
- |
| 8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
8000 |
|
- |
| 8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
8000 |
|
- |
| 5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
8000 |
|
- |
| 5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
8000 |
|
- |
| 5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
8000 |
|
- |
| 5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
8000 |
|
- |
| 5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
8000 |
|
- |
| 5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
8000 |
|
- |
| 5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
8000 |
|
- |
| 5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
8000 |
|
- |
| 5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
8000 |
|
- |
| 5.2.1.1, T2(Compound ash content - Any Method) |
- |
8000 |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
8000 |
|
- |
| 5.3(Density of Higher olefin - IS 7328:2020) |
- |
8000 |
|
- |
| 5.3(Olefin Constituents- 14333-2022) |
- |
8000 |
|
- |
| 5.3(Loading of Carbon Black - IS 2530:1963) |
- |
8000 |
|
- |
| 5.3(Ash content- Any Method) |
- |
8000 |
|
- |
| 5.3(Toluene extract - Any Method) |
- |
8000 |
|
- |
| 5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
8000 |
|
- |
| 5.4(Antioxidant - Any Method) |
- |
8000 |
|
- |
| 6(Pipe Description - IS 14333-2022) |
- |
8000 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10929 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 15833 (2009) |
Stainless Steel Tower Bolts -specification |
SIZE 100-300 MM AS PER TABLE 1 |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 4.2(Carbon Content) |
- |
5000 |
|
- |
| Clause 4.2(Silicon) |
- |
5000 |
|
- |
| Clause 4.2(Manganese) |
- |
5000 |
|
- |
| Clause 4.2(nickel) |
- |
5000 |
|
- |
| Clause 4.2(Chromium) |
- |
5000 |
|
- |
| Clause 4.2(Sulphur) |
- |
5000 |
|
- |
| Clause 4.2(Phosphorus) |
- |
5000 |
|
- |
| Cl 6(DIMENSIONS) |
- |
5000 |
|
RAW MATERIAL TESTING CHARGES EXTRA AS PER RELEVANT IS FOR CHEM. COMPOSITION |
|
30 Mar, 2027 |
-
- |
| 10930 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
110mm to 250mm |
14750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
14750 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
14750 |
|
- |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
14750 |
|
- |
| 6.1.3 (Length of Pipe) |
- |
14750 |
|
- |
| 6.1.4,
Table 3(Dimensions of integral sockets and spigot ends :-
a) Elastomeric Sealing Ringsockets and
spigot ends
i)Meean inside dia. Of socket, dsm) |
- |
14750 |
|
- |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
14750 |
|
- |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
14750 |
|
- |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
14750 |
|
- |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
14750 |
|
- |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
14750 |
|
- |
| 6.1.4.1
(e3min=0.75e) |
- |
14750 |
|
- |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
14750 |
|
- |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
14750 |
|
- |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
14750 |
|
- |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
14750 |
|
- |
| 7(Physical characteristics
) |
- |
14750 |
|
- |
| 7.1(Appearance:-
) |
- |
14750 |
|
- |
| 7.2(Colour ) |
- |
14750 |
|
- |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
14750 |
|
- |
| 7.4
IS 1223S ( Part 5)(Longitudinal Reversion:
When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent.
The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.) |
- |
14750 |
|
- |
| 8.1
Annex B(Resistance to External Blows at 0ºC:
When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.) |
- |
14750 |
|
- |
| 8.2
Annex C
Table 5(Ring Stiffness:
When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5) |
- |
14750 |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(Resistance to internal Hydrostatic Pressure(Type Test)
a) Acceptance Test:(1h at 27 0 C)
) |
- |
14750 |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
14750 |
|
- |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
14750 |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
14750 |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
14750 |
|
- |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
14750 |
|
- |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
14750 |
|
- |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
14750 |
|
- |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
14750 |
|
- |
| 5.3(Qualitative) |
- |
14750 |
|
- |
| 7.1(Appearance:-
) |
- |
14750 |
|
- |
| 8(MECHANICAL CHARACTERISTICS) |
- |
0 |
|
- |
| 10(Performance requirements) |
- |
0 |
|
- |
| 12(Marking) |
- |
0 |
|
- |
| 5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
0 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10931 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 14587 (1998) |
Prelaminated Medium Density Fibre Board -specification |
GRADE |
16500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8(Dimensions and tolerances) |
- |
16500 |
|
- |
| 10.2, Table-1(Test for Density) |
- |
16500 |
|
- |
| 10.4, Table-1(Test for Water Absorption) |
- |
16500 |
|
- |
| 10.5(test for swelling in water) |
- |
16500 |
|
- |
| 10.6(test for modulis of rupture) |
- |
16500 |
|
- |
| 10.8(Test for tensile strength perpendicular to Surface after ageing ) |
- |
16500 |
|
- |
| 10.7(Test for tensile strength perpendicular to Surface) |
- |
16500 |
|
- |
| 10.9(test screw withdrawal strength) |
- |
16500 |
|
- |
| 10.1(test for surface abrasion resistance) |
- |
16500 |
|
- |
| 10.11(test for resistance to steam) |
- |
16500 |
|
- |
| 10.13(test for resistance to cigarette burn) |
- |
16500 |
|
- |
| 10.14(test for resistance to stain) |
- |
16500 |
|
- |
| 10.12(test for resistance to crack) |
- |
16500 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10932 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
General Purpose Tiles AND Heavy duty Tiles |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| (Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
1200 |
|
- |
| 8.3(Thickness of wearing layer) |
- |
1000 |
|
- |
| Cl 11(Finish) |
- |
1000 |
|
- |
| Cl 12.1(Concavity & Convexity ) |
- |
1000 |
|
- |
| Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
1000 |
|
- |
| Cl 12.4(Water absorption) |
- |
1000 |
|
- |
| Cl 12.5(Wet transverse strength) |
- |
1000 |
|
- |
| Cl 12.6(Resistance to wear) |
- |
1000 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10933 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
200-7500 LTRS |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
13000 |
|
- |
| 4.2.3(Carbon Dispersion Test) |
- |
13000 |
|
- |
| 5(Types and Features ) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
13000 |
|
- |
| 5.3(Types and Features ) |
- |
13000 |
|
- |
| 5.6(Types and Features ) |
- |
13000 |
|
- |
| 6.1(Finish) |
- |
13000 |
|
- |
| 7.1.1(Resistance to Deformation) |
- |
13000 |
|
- |
| 7.1.2(Resistance to Deformation) |
- |
13000 |
|
- |
| 7.2(Resistance to Impact) |
- |
13000 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
13000 |
|
- |
| 7.4(Tensile Strength) |
- |
13000 |
|
- |
| 7.5(Flexural Modulus) |
- |
13000 |
|
- |
| 7.6(overall Migration) |
- |
13000 |
|
- |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
13000 |
|
- |
| 9.2(Man-Hole and Hand-Hole Lids) |
- |
13000 |
|
- |
| 9.1(Lid Thickness) |
- |
13000 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
13000 |
|
- |
| 6.1(Finish) |
- |
13000 |
|
- |
| 5.4(Wall Thickness above effective height) |
- |
13000 |
|
- |
| 5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
13000 |
|
- |
| 5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
13000 |
|
- |
| 4.2.1(Density) |
- |
13000 |
|
- |
| 4.2.2(MFI) |
- |
13000 |
|
- |
| 7.6(overall Migration) |
- |
13000 |
|
- |
| 4.1(MATERIALS) |
- |
13000 |
|
- |
| 4.2.2(MFR) |
- |
13000 |
|
- |
| 4.2.1(Density) |
- |
13000 |
|
- |
| 5.4(Wall Thickness) |
- |
13000 |
|
- |
| 10(MARKING) |
- |
13000 |
|
- |
| Cl-7.6(Overall Migration) |
- |
13000 |
|
- |
| 9.1(Man-Hole and Hand-Hole Lids) |
- |
13000 |
|
- |
|
30 Mar, 2027 |
-
Scope restricted upto 5000 Liter water capacity |
| 10934 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 12592 (2002) |
Precast concrete manhole cover and frame - Specification (First Revision) |
GRADE DESIGNATION LD,MD,HD,EHD, DIM AS PER TABLE 1 |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Grade) |
- |
7800 |
|
- |
| 3(Type/Shape of Cover) |
- |
7800 |
|
- |
| 4.4(Reinforcement) |
- |
7800 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - A) |
- |
7800 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - B) |
- |
7800 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - C) |
- |
7800 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - D) |
- |
7800 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - E) |
- |
7800 |
|
- |
| 5.2 and Table 1(Dimensions of Frame - F) |
- |
7800 |
|
- |
| 5.2(Clearance at top between the frame and the cover all round the periphery) |
- |
7800 |
|
- |
| 5.2 and Fig 1(Clear cover to reinforcement) |
- |
7800 |
|
- |
| 9.3 and Table and
Annex C(Load Test) |
- |
7800 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10935 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 12406 (2021) |
Medium density fibre boards for general purpose - Specification |
GRADE 1/2 |
12750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clauses 5.2, 9 and 10.2.2(Density) |
- |
12750 |
|
- |
| 8(DIMENSIONS AND TOLERANCES) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Variation from mean density) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Moisture Content) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Linear expansion
(Thickness Swelling in Water)
Due to general Absorption after 24h soaking) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Internal Bond Strength) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Internal Bond strength
(i) (After Cyclic test)
(ii) (After accelerated water resistance test)) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Modulus of Rupture
a) Avg. Value
b) Min. Individual) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity
a) Avg. Value
b) Min. Individual) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength
(i) Face
(ii) Edge (For thickness >12mm)) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Formaldehyde Content
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Density) |
- |
12750 |
|
- |
| Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc
(i) For Formaldehyde Class, E1
(ii) For Formaldehyde Class, E2) |
- |
12750 |
|
- |
|
30 Mar, 2027 |
-
Excluding Table-3 (xii) Steady-State Formaldehyde Emission |
| 10936 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 7887 (1992) |
Mild steel wire rod for general engineering purposes - Specification (First Revision) |
GRADE AS PER TABLE 1, SIZE DIA 3-30 MM |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(Freedom from defects) |
- |
6000 |
|
- |
| Cl 9(Nominal Diameter & Out Of Shape) |
- |
6000 |
|
- |
| 6.1(Carbon %) |
- |
6000 |
|
- |
| 6.1(Manganese %) |
- |
6000 |
|
- |
| 6.1(Phosphorus %) |
- |
6000 |
|
- |
| 6.1(Sulphur %) |
- |
6000 |
|
- |
| 6.1(Silicon %) |
- |
6000 |
|
- |
| 6.1( Aluminium %) |
- |
6000 |
|
- |
| Table 1 Note 3(Copper) |
- |
6000 |
|
- |
|
30 Mar, 2027 |
-
Excluding Copper in Chemical Composition |
| 10937 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 5509 (2000) |
Fire retardant plywood - Specification (Second Revision) |
TYPE 1-6 THICKNESS 3-25 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9(Workmanship and finish) |
- |
10000 |
|
- |
| 12.2(Moisture content ) |
- |
10000 |
|
- |
| 12.3.1(Flammability ) |
- |
10000 |
|
- |
| 12.3.2(Flame Penetration ) |
- |
10000 |
|
- |
| 12.2.3(Rate of burning ) |
- |
10000 |
|
- |
| 12(Test Requirements ) |
- |
10000 |
|
- |
| 12.4(Static Bending Strength as per BWR grade of IS 303 :) |
- |
10000 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10938 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
TYPE 1/2/3 THICKNESS 4-40MM |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2(DIMENSIONS &
TOLERANCES
) |
- |
12500 |
|
- |
| 8.1(WORKMANSHIP AND FINISH ) |
- |
12500 |
|
- |
| 10.1.1(MOISTURE CONTENT) |
- |
12500 |
|
- |
| 10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
12500 |
|
- |
| 10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
12500 |
|
- |
| 10.1.5(MYCOLOGICAL TEST ) |
- |
12500 |
|
- |
| 10.1.6(TENSILE STRENGTH) |
- |
12500 |
|
- |
| 10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
12500 |
|
- |
| 10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
12500 |
|
- |
| 10.1.9(RETENTION OF PRESERVATIVE) |
- |
12500 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10939 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
GRADE YST 210,240,310,355 & UPTO 400 MM SIZE |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 10.2, Fig 1(Outside dimension (B)) |
- |
5000 |
|
- |
| Cl. 10.2, Fig 1(Outside dimension (H)) |
- |
5000 |
|
- |
| Cl. 10.2, Fig 1(Outside dimension (T)) |
- |
5000 |
|
- |
| Cl. 10.6, Fig 4(External Corner Radius) |
- |
5000 |
|
- |
| Cl. 10.5, Fig 3(Squareness of side) |
- |
5000 |
|
- |
| Cl. 10.4, Fig 2(Concavity, X1) |
- |
5000 |
|
- |
| Cl. 10.4, Fig 2(Convexity, X2) |
- |
5000 |
|
- |
| Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
5000 |
|
- |
| Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
5000 |
|
- |
| Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
5000 |
|
- |
| Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed)) |
- |
5000 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10940 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
16 MM-315 MM |
4500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
4500 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
4500 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
4500 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
4500 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
4500 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
4500 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
4500 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
4500 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
4500 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
4500 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
4500 |
|
- |
| 6.1.1(VCM Content Test) |
- |
4500 |
|
- |
| 3(Size of Fitting -) |
- |
4500 |
|
- |
| 5(Socket dimensions) |
- |
4500 |
|
- |
| 6.1(Stress Relief Test) |
- |
4500 |
|
- |
| 6.2(Opacity) |
- |
4500 |
|
- |
| 6.3(Effect on Water) |
- |
4500 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
4500 |
|
- |
| 7.2(Production Routine Tests) |
- |
4500 |
|
- |
| 4(Minimum thickness) |
- |
4500 |
|
- |
|
30 Mar, 2027 |
-
Scope restricted upto 250 mm |
| 10941 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 1341 (2018) |
Steel Butt Hinges - Specification (Sixth Revision) |
TYPES AS PER CL SIZE 15 MM -100 MM |
1700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1 Tables 2 to 9 (2)(Size of Hinge) |
- |
1700 |
|
- |
| 6.2.1(Knuckles) |
- |
1700 |
|
- |
| 6.4(Screw Holes) |
- |
1700 |
|
- |
| 6.4.2.1(Position of Holes) |
- |
1700 |
|
- |
| TABLE-1 (Clause-4)(SULPHUR) |
- |
1700 |
|
- |
| TABLE-1 (Clause-4)( CARBON) |
- |
1700 |
|
- |
| TABLE-1 (Clause-4)(PHOSPHURS) |
- |
1700 |
|
- |
| TABLE-1 (Clause-4)(MANGANESE) |
- |
1700 |
|
- |
| TABLE-1 (Clause-4)(SILICON) |
- |
1700 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10942 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 1239 : Part 1 (2004) |
Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision) |
15 -150 MM, LIGHT MED, HEAVEY, PLAIN AND SCCREWED ENDS |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(Outer Diameter, Thickness & Mass) |
- |
6000 |
|
- |
| Cl 12(Workmanship) |
- |
6000 |
|
- |
| Cl. 11(Length) |
- |
6000 |
|
- |
| 10.1(Thared Joints(IS:554)) |
- |
6000 |
|
- |
| 12.2(Galvanizing) |
- |
6000 |
|
- |
| 13.0(Leak Proof Test) |
- |
6000 |
|
- |
| Clause - 6.1.1, Table-1(SULPHUR) |
- |
6000 |
|
- |
| 7, 6.1.1(PHOSPHURS) |
- |
6000 |
|
- |
| 7, 6.1.1(CARBON) |
- |
6000 |
|
- |
| 7, 6.1.1(MANGANESE) |
- |
6000 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10943 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
15 -350NB, GRADE YST 210-355 |
4500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7(Workmanship) |
- |
4500 |
|
- |
| Cl 6(Outer Diameter, Thickness & Mass) |
- |
4500 |
|
- |
| 9(Straightness) |
- |
4500 |
|
- |
| Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
4500 |
|
- |
| 8.0(Mass of Zinc coating - IS:6745) |
- |
4500 |
|
- |
| Clause - 5.1, Table-3( CARBON) |
- |
4500 |
|
- |
| Clause - 5.1, Table-3(SULPHUR) |
- |
4500 |
|
- |
| Clause - 5.1, Table-3(PHOSPHURS) |
- |
4500 |
|
- |
| Clause - 5.1, Table-3(MANGANESE) |
- |
4500 |
|
- |
| 5 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
4500 |
|
- |
| 5 AND AS PER IS 10748(MICRO ALLOY) |
- |
4500 |
|
- |
| Clause - 5.1, Table-3(NITROGEN) |
- |
4500 |
|
- |
|
30 Mar, 2027 |
-
For finished product
Only above 50 mm NB |
| 10944 |
International Testing Centre, MSME Technology Development Centre, Meerut
| 8177804
| IS 12254 (2021) |
POLYVINYLCHLORIDE PVC INDUSTRIAL BOOTS - SPECIFICATION Second Revision |
- |
35000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2(Size) |
- |
300 |
|
- |
| 5.3(Height) |
- |
300 |
|
- |
| 5.4.2(Ergonomic feature) |
- |
500 |
|
- |
| 5.4.3(Sole bond) |
- |
500 |
|
- |
| 5.4.4(Slip resistance) |
- |
1500 |
|
- |
| 5.4.6.1(Toe caps General) |
- |
500 |
|
- |
| 5.4.6.2(Internal length of toecaps) |
- |
500 |
|
- |
| 5.4.5(Leak proofness) |
- |
500 |
|
- |
| 5.4.6.4(Impact resistance) |
- |
500 |
|
- |
| 5.4.6.5(Compression resistance) |
- |
500 |
|
- |
| 5.5.1(Upper material) |
- |
500 |
|
- |
| 5.5.1(Upper Thickness) |
- |
300 |
|
- |
| 5.5.2(Upper tensile strength) |
- |
500 |
|
- |
| 5.5.3(Upper flexing) |
- |
500 |
|
- |
| 5.5.4(Upper Hardness) |
- |
500 |
|
- |
| 5.6.1(Lining material) |
- |
500 |
|
- |
| 5.6.2(Lining Tear strength) |
- |
500 |
|
- |
| 5.6.3(Lining abrasion) |
- |
800 |
|
- |
| 5.6.4(Lining adhesion with upper) |
- |
500 |
|
- |
| 5.10(Closing Thread (If used)) |
- |
500 |
|
- |
| 5.4.6.3(Corrosion resistance) |
- |
500 |
|
- |
| 5.4.7(Colour) |
- |
300 |
|
- |
| 5.7.1(Insole material) |
- |
500 |
|
- |
| 5.7.1(Insole thickness) |
- |
300 |
|
- |
| 5.7.2(Insole abrasion) |
- |
800 |
|
- |
| 5.7.3(Water absorption and desorption) |
- |
800 |
|
- |
| 5.8.2(Eyelets material) |
- |
500 |
|
- |
| 5.8.2(Lace material) |
- |
500 |
|
- |
| 5.8.2(Lace length) |
- |
300 |
|
- |
| 5.8.2(Lace breaking load) |
- |
500 |
|
- |
| 5.9.1(Insock material) |
- |
500 |
|
- |
| 5.9.2(Inscok abrasion resistance) |
- |
800 |
|
- |
| 5.9.3(Insock water absorption and desorption) |
- |
800 |
|
- |
| 5.8.2(Closing thread breaking load) |
- |
500 |
|
- |
| 5.11.1(Outsole material) |
- |
500 |
|
- |
| 5.11.1(Outsole thickness) |
- |
300 |
|
- |
| 5.11.2(Outsole density) |
- |
300 |
|
- |
| 5.11.3(Outsole Interlayer bond) |
- |
500 |
|
- |
| 5.11.4(Outsole tear) |
- |
500 |
|
- |
| 5.11.5(Outsole Abrasion) |
- |
800 |
|
- |
| 5.11.6(Outsole hardness) |
- |
500 |
|
- |
| 5.11.7(Outsole flexing) |
- |
500 |
|
- |
| 5.4.8.1(Conductive Footwear) |
- |
500 |
|
- |
| 5.4.8.2(Antistatic Footwear) |
- |
500 |
|
- |
| 5.4.8.3.2(Penetration resistance) |
- |
500 |
|
- |
| 5.4.8.4(Cut resistance) |
- |
500 |
|
- |
| 5.5.5(Upper Cold flex resistance) |
- |
500 |
|
- |
| 5.4.8.5(Outsole resistance to acid and alkali) |
- |
500 |
|
- |
| 5.4.8.6(Outsole resistance to fuel oil) |
- |
500 |
|
- |
| 5.11.8(Outsole cold flex resistance) |
- |
800 |
|
- |
| 6.1(Volatility) |
- |
300 |
|
- |
| 6.2(Lead content) |
- |
1000 |
|
- |
| Table 1 as per IS 17011 2018(pH) |
- |
500 |
|
- |
| Table 1 as per IS 17011 2018(Phthalates (each individual phthalate)) |
- |
4500 |
|
- |
| Table 1 as per IS 17011 2018(Nickel, on skin contact) |
- |
500 |
|
- |
| Table 1 as per IS 17011 2018(Allergenic and carcinogenic disperse dyes) |
- |
3000 |
|
- |
| Table 1 as per IS 17011 2018(Aromatic amines released from Azo dyes (each individual amine)) |
- |
2500 |
|
- |
| Table 1 as per IS 17011 2018(Aromatic amines released from Azo dyes (each individual amine)) |
- |
2500 |
|
- |
| Table 1 as per IS 17011 2018(Chromium (VI)) |
- |
1000 |
|
- |
| Table 1 as per IS 17011 2018(Dimethyl fumarate (DMFU)) |
- |
4500 |
|
- |
| Table 1 as per IS 17011 2018(Formaldehyde (free or released by partial hydrolysis)) |
- |
1000 |
|
- |
| Table 1 as per IS 17011 2018(Formaldehyde) |
- |
1000 |
|
- |
| Table 1 as per IS 17011 2018(Organotin compounds) |
- |
3500 |
|
- |
| Table 1 as per IS 17011 2018(PCP-TeCP-TriCP polychlorophenols) |
- |
1500 |
|
- |
|
15 Apr, 2027 |
-
- |
| 10945 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
AS PER CL 6.1 UPTO 900X 2400 MM, 3MM-25 MM THICKNESS |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1(WORKMANSHIP AND FINISH ) |
- |
12500 |
|
- |
| 6.1(DIMENSIONS) |
- |
12500 |
|
- |
| 9.1.1(MOISTURE CONTENT) |
- |
12500 |
|
- |
| 9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
12500 |
|
- |
| 9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
12500 |
|
- |
| 9.1.4(Tensile strength) |
- |
12500 |
|
- |
| 9.1.5 , 9.1.3.1.1(Mycological test) |
- |
12500 |
|
- |
| 9.1.6 (Table 3)(Static bending strength) |
- |
12500 |
|
- |
| 9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
12500 |
|
- |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
12500 |
|
- |
| 9.1.8(Retention of preservative) |
- |
12500 |
|
- |
|
30 Mar, 2027 |
-
- |
| 10946 |
International Testing Centre, MSME Technology Development Centre, Meerut
| 8177804
| IS 13893 (1994) |
Polyurethane soles semirigid - specification |
- |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.3.2(Ageing test) |
- |
500 |
|
- |
| 4.3(Ross Flex test) |
- |
800 |
|
- |
| 4.3(Flexural strength ) |
- |
500 |
|
- |
| 4.3(Abrasion Resistance) |
- |
800 |
|
- |
| 4.3(Elongation at break) |
- |
500 |
|
- |
| 4.3(Tensile Strength ) |
- |
500 |
|
- |
| 4.3(Hardness Shore(A)) |
- |
300 |
|
- |
| 4.3(Relative density ) |
- |
300 |
|
- |
| 4.2(Thickness ) |
- |
300 |
|
- |
|
15 Apr, 2027 |
-
- |
| 10947 |
BIS, Central Laboratory (CL)
| None
| IS 16988 (2018) |
Compressed natural gas cylinder valve integrated with solenoid operation (Remotely Controlled) for automotive use - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.4.1 (Tensile Strength and Elongation) |
- |
|
|
|
| 5.4.2 (Impact Strength) |
- |
|
|
|
| 6.2 (Valve Dimensions) |
- |
|
|
|
| 7.2 (Relief/Bursting Pressure) |
- |
|
|
|
| Clause-8.1 & 9 (Copper) |
- |
|
|
|
| Clause-8.1 & 9 (Lead) |
- |
|
|
|
| Clause-8.1 & 9 (Tin) |
- |
|
|
|
| Clause-8.1 & 9 (Iron) |
- |
|
|
|
| Clause-8.1 & 9 (Aluminium) |
- |
|
|
|
| Clause-8.1 & 9 (Manganese) |
- |
|
|
|
| Clause-8.1 & 9 (Nickel) |
- |
|
|
|
| Clause-8.1 & 9 (Silicon) |
- |
|
|
|
| Clause-8.1 & 9 (Chromium) |
- |
|
|
|
| Clause-8.1 & 9 (Cobalt) |
- |
|
|
|
| Clause-8.1 & 9 (Zinc) |
- |
|
|
|
| Clause-8.1 & 9 (Other Impurities) |
- |
|
|
|
|
- |
-
Steel designation may be declared . 5 pcs of 5x5 cm sample having dia > 3mm and/or thickness > 0.8 mm shall be provided. |
| 10948 |
International Testing Centre, MSME Technology Development Centre, Meerut
| 8177804
| IS 6664 (1992) |
Rubber microcellular sheets for soles and heels - Specification (First Revision) |
- |
7600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2(Flexing resistance ) |
- |
500 |
|
- |
| 4.2(Water absorption) |
- |
500 |
|
- |
| 4.2(Heat Shrinkage ) |
- |
500 |
|
- |
| 4.2(Shrinkage at room temp) |
- |
500 |
|
- |
| 4.2(Split tear strength) |
- |
500 |
|
- |
| 4.2(Compression set) |
- |
800 |
|
- |
| 4.2(Hardness (Shore A)) |
- |
500 |
|
- |
| 4.2(Density ) |
- |
300 |
|
- |
| 4.2(Size & Thickness ) |
- |
300 |
|
- |
| Cl.4.1.3 And 8.3,Table1(viii)Water absorption , percent by mass, Max) |
- |
800 |
|
- |
| Cl.4 Cl.4.1.3 And 8.3,Table 1, viii)(Flexing resistance: Maximum cut growth at 50 000 cycles) |
- |
500 |
|
- |
| 4, Cl.4.1,4.1.1,4.1.2(Requirements) |
- |
500 |
|
- |
| Cl.4.1.3 And 8.3,Table1(i) Relative density) |
- |
300 |
|
- |
| Cl.4.1.3 And 8.3,Table1(ii) Hardness, Shore A durometer min) |
- |
500 |
|
- |
| Cl.4 Cl.4.1.3 And 8.3,Table1, iii)(Change in Hardness after ageing at 100±1°C for 24hr) |
- |
500 |
|
- |
| Cl.4 Cl.4.1.3 And 8.3,Table1, iv)(Compression set at constant stress percent, Max) |
- |
800 |
|
- |
| Cl.4.1.3 And 8.3,Table1(vi) Room Temperature shrinkage at 27±2°C for 2weeks, percent, Max) |
- |
500 |
|
- |
| Cl.4 Cl.4.1.3 And 8.3,Table 1, vi)(Heat shrinkage test at 100±1°C for 1 hour max) |
- |
500 |
|
- |
| Cl.4 Cl.4.1.3 And 8.3,Table1, v)(Split tear strength, kg,Min) |
- |
500 |
|
- |
| "Cl.4 ,Cl.4.1,4.1.1,4.1.2(Requirements
") |
- |
500 |
|
- |
| Cl.4.1.3 And 8.3,Table1(iii) Change in Hardness after ageing at 100±1°C for 24hr) |
- |
500 |
|
- |
| Cl.4.1.3 And 8.3,Table1(iv) Compression set at constant stress percent, Max) |
- |
500 |
|
- |
| Cl.4.1.3 And 8.3,Table 1 vi(Heat shrinkage test at 100±1°C for 1 hour max) |
- |
500 |
|
- |
| Cl.4.1.3 And 8.3,Table1(ix)Flexing resistance) |
- |
500 |
|
- |
| 5, 5.1(Marking) |
- |
300 |
|
- |
| 6, 6.1(Packing) |
- |
300 |
|
- |
| 5, 5.1(Marking) |
- |
300 |
|
- |
| 6, 6.1(Packing) |
- |
300 |
|
- |
|
15 Apr, 2027 |
-
- |
| 10949 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 362 (1991) |
Parliament Hinges -specification |
TYPE 1/2/3 SIZE 50-200 MM |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Type) |
- |
5000 |
|
- |
| 7.1(FINISH) |
- |
5000 |
|
- |
| 6.3(MANUFACTURE-Pins) |
- |
5000 |
|
- |
| 6.5(MANUFACTURE-Position of Holes) |
- |
5000 |
|
WITHOUT RAW MATERIAL TEST |
|
30 Mar, 2027 |
-
- |
| 10950 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
2000 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
2000 |
|
- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
2000 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
2000 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
2000 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
2000 |
|
- |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
2000 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
2000 |
|
- |
| 5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
2000 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
2000 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
2000 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
2000 |
|
- |
| 6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
2000 |
|
- |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
2000 |
|
- |
| 6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
1000 |
|
- |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1000 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1000 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1000 |
|
- |
|
30 Mar, 2027 |
-
Only for aggregate from natural resources |
