| 331 |
IS 4985 (2021) - UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.7 (Sulphated ash Content) |
2000.0 |
|
| 10.3 (Mercury for all three extracts) |
1000.0 |
|
| 10.3 (Cadmiumfor all three extracts) |
1000.0 |
|
| 10.3 (Di alky Tin C4 and higher homologous measured as Tin (Theird Extraction)) |
1000.0 |
|
| 10.3 (Lead theird extraction) |
1000.0 |
|
| 10.3 (Lead first extraction) |
1000.0 |
|
| 7.1.1.1 (Mean Outside Diameter) |
1000.0 |
|
| 7.1.1.2 (Outside Diameter at any point) |
1000.0 |
|
| 7.1.1.2 (Maximum Outside Diameter at any point) |
1000.0 |
|
| 7.1.1.2 (Minimum Outside Diameter at any point) |
1000.0 |
|
| 7.1.2 (Average Wall Thickness) |
1000.0 |
|
| 7.1.2 (Maximum Wall Thickness) |
1000.0 |
|
| 7.1.2 (Minimum Wall Thickness) |
1000.0 |
|
| 7.2.1 (Visual Appearance of Socket) |
1000.0 |
|
| 7.2.1.1 (Socket length) |
1000.0 |
|
| 7.2.1.1 (Mean Socket internal diameter at mid point of socket length) |
1000.0 |
|
| 7.2.1.1 (Maximum Socket internal diameter at mid point of socket length) |
1000.0 |
|
| 7.2.1.1 (Minimum Socket internal diameter at mid point of socket length) |
1000.0 |
|
| 7.2.1.1 (Included Angle of taper,( deg., minute)) |
1000.0 |
|
| 7.2.1.2 (Wall Thickness of socket (e2)) |
1000.0 |
|
| 7.2.1.2 (Wall Thickness of Seal Ring Groove (e3)) |
1000.0 |
|
| 7.2.1.2 (Depth of Engagement (min.)) |
1000.0 |
|
| 7.2.1.2 (Wall Thickness of socket (e2)) |
1000.0 |
|
| 9.2 (Pipe End (Chamfered), Wall thickness) |
1000.0 |
|
| 11.1 (Acceptance Test for 1 hrs at 27 deg.C (4.19 x PN (MPA)) for Pipe) |
5000.0 |
|
| 11.1 (Hydrostatic Pressure Test for 1000 hrs at 60 deg.C (Type Test)) |
20000.0 |
|
| 10.7 (Annex-B, IS:4985-2021) |
2000.0 |
|
| 10.6 (IS:12235 (Part-14) Density) |
2000.0 |
|
| 10.4 (IS:12235-(Part5/Sec.1 &2) Reversion test) |
1000.0 |
|
|
| 332 |
IS 4984 (2016) - Polyethylene pipes for water supply - Specification (Fifth Revision) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.7 (Density at 27 degree celsius (base density)) |
1000.0 |
|
| 8.4 (Melt Flow Rate at 190 degree celcius and 5kgf) |
2000.0 |
|
| 8.3 (Carbon Black Content) |
2000.0 |
|
| 8.2 (Longitudinal Reversion Test) |
2000.0 |
|
| 8.1 (Hydraulic Characteristics) |
5000.0 |
|
| 7.4 (Wall Thickness) |
500.0 |
|
| 7.1 (Visual Appearance) |
500.0 |
|
| 6.2 (Colour) |
- |
|
| 8.6 (Overall Migration) |
2000.0 |
|
| 8.3 (Carbon Black Dispersion) |
1000.0 |
|
| 7.4.1.2 (Ovality) |
100.0 |
|
| 6.2.1 (Colour Of strip) |
- |
|
| 6.2.1 (Width Of Strip) |
100.0 |
|
| 6.2.1 (Depth Of strip) |
100.0 |
|
| 7.4.1 (Outside Diameter) |
500.0 |
|
| 8.1 (Internal Pressure Creep Rupture test of pipe for 48 hrs at 80deg.) |
5000.0 |
|
| 8.1 (Internal Pressure Creep Rupture test of pipe for 165 hrs at 80deg.) |
5000.0 |
|
| 8.6 (Overall Migration (Chemical Lab)) |
2000.0 |
|
| 8.5 (Oxidation Induction Time) |
2000.0 |
|
| 8.9 (Elongation at Break Annex.-H, Table-6 (IS:4984-2016)) |
1000.0 |
|
| 8.9 (IS:4984, Annex.-H (Tensile Strength)) |
1000.0 |
|
| firm's request (Density) |
2000.0 |
|
|
| 333 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) |
Ordinary portland cement - Specification (Sixth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 3, Sl No 4a (Compressive strength, MPa-(a) 72 ± 1 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 7, Table 3, Sl No 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 7, Table 3, Sl No 4c (Compressive strength, MPa (c) 672 ± 4 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 7, Table 3, Sl No 3b (Setting time: b) Final, IS 4031 (Part 5):1988) |
250.0 |
|
| 7, Table 3, Sl No 3a (Setting time: a) Initial IS 4031 (Part 5):1988) |
250.0 |
|
| 7, Table 3, Sl No 2b (Soundness b) By autoclave test method IS 4031 (Part 3):1988) |
1000.0 |
|
| 7, Table 3, Sl No 2a (Soundness: a) By Le-Chatelier method, IS 4031 (Part 3):1988) |
500.0 |
|
| 7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999) |
1000.0 |
|
| 6.1, Table2, Sl No 6 (Loss on ignition IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 7 (Chloride content IS 4032:1985) |
500.0 |
|
| 6.1, Table2, Sl No 4 (Magnesia IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 3 (Insoluble residue, IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 5 (Total Sulphur content percent by mass, IS 4032:1985) |
500.0 |
|
| 6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985) |
600.0 |
|
| 6.1, Table2, Sl No 2 (Ratio of percentage of alumina to that of iron oxide IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 8 (Alkali content IS 4032:1985) |
1000.0 |
|
| 6.1 Table 2 Note 2.a (Tricalcium aluminate content, percent by mass) |
- |
|
| 6.1 Table 2 Note 2.b (Tricalcium Silicate content, percent by mass, Minimum) |
- |
|
| Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988) |
1000.0 |
|
| 13 (The standard consistency of cement paste(IS 4031(4):1988)) |
500.0 |
|
|
| 334 |
IS 11169 : Part 1 (1984) - SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS
(PART 1 WROUGHT CARBON AND LOW ALLOY STEELS) |
SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS
(PART 1 WROUGHT CARBON AND LOW ALLOY STEELS) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.1.1 (Hardenability) |
8000.0 |
|
| 10.3 (Inclusion rating) |
4000.0 |
|
| 10.1 (Micro Structure) |
3000.0 |
|
| 9.2 (Impact Strength) |
3000.0 |
|
| 9.2 (Ultimate Tensile Strength) |
1000.0 |
|
| 8.1 (Hardness) |
1000.0 |
|
| 7.4 (Macro test) |
1000.0 |
|
| 6.1 (Diameter of Wire) |
500.0 |
|
| 4 (Chromium) |
500.0 |
|
| 4 (Tin) |
500.0 |
|
| 4 (Manganese) |
500.0 |
|
|
