| 121 |
IS 12894 (2002) - Pulverized fuel ash - Lime bricks - Specification |
Pulverized fuel ash - Lime bricks - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (Dimensions) |
500.0 |
|
| 7.3 (Efforescence) |
1000.0 |
|
| 7.4 (Water Absorption) |
1000.0 |
|
| 7.1 (Crushing Strength) |
2000.0 |
|
|
| 122 |
IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision) |
Common burnt clay building bricks - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992) |
1000.0 |
|
| 7.3 (Efflorescence IS 3495 (Part 3) : 2019) |
1000.0 |
|
| 7.2 (Water Absorption IS 3495 (Part 2) : 2019) |
1000.0 |
|
| 7.1 (Compressive Strength-IS 3495 (Part 1) : 2019) |
2000.0 |
|
|
| 123 |
IS 383 for fine aggregate (2016) - Coarse and fine aggregate for Concrete |
Coarse and fine aggregate for Concrete |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Size and Grading of Aggregates-Sieve Analysis) |
2000.0 |
|
| 5.4.3 (Abrasion Value, %) |
1500.0 |
|
| 5.4.2 (Impact Value, %) |
1500.0 |
|
| 5.3 (Combined Elongation Index and Flakiness Index) |
3000.0 |
|
| 5.7 (Specific gravity) |
500.0 |
|
| 5.7 (Water absorption) |
1000.0 |
|
| 5.6 (Alkali aggregate reactivity, m.mol/lit.) |
3000.0 |
|
| 5.5 (Soundness) |
2000.0 |
|
| 5.7 (Total sulphate content as SO3) |
1200.0 |
|
| 5.7 (Water soluble chloride content) |
1200.0 |
|
|
| 124 |
IS 1489 : Part 2 (2015) - Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 4c (28 Days Compressive strength, MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength,72±1 , MPa- IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final, IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3a (Setting time- Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4032(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4032(3):1988) |
500.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, MPa- IS 4031(6):1988) |
1000.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 4 (Loss on Ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue IS 4032:1985) |
800.0 |
|
|
| 125 |
IS 11652 (2017) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 55 (Drop Impact Strength) |
2000.0 |
|
| 5 (Elongation at break of fabric, Widthwise) |
2000.0 |
|
| 5 (Elongation at break of fabric, Lengthwise) |
2000.0 |
|
| 5 (Breaking Strength of Top &bottom seam) |
2000.0 |
|
| 5 (Avg. Breaking Strength of fabric, Widthwise) |
2000.0 |
|
| 5 (Avg. Breaking Strength of fabric, Lengthwise) |
2000.0 |
|
| 5 (Mass of Sack (Gusset Type)) |
2000.0 |
|
| 5 (Mass of Sack (Non-Gusset type)) |
2000.0 |
|
| 5 (Picks/dm) |
2000.0 |
|
| 5 (Ends/dm) |
2000.0 |
|
| 5 (Dimension, Depth of valve(Non-Gusset sack)) |
2000.0 |
|
| 5 (Dimension, Depth of valve(Gusset sack)) |
2000.0 |
|
| 5 (Dimension, Width of valve) |
2000.0 |
|
| 5 (Dimension, Width of Gusset) |
2000.0 |
|
| 5 (Dimension, Width of Sack inside) |
2000.0 |
|
| 5 (Dimension, Length of Sack inside) |
2000.0 |
|
| 5.1 (Mass of Bale) |
2000.0 |
|
| 5 (Ash Content (For UV Stabilized sacks)) |
2000.0 |
|
| 5 (Ash Content (For Non-UV Stabilized sacks)) |
2000.0 |
|
| 4.4 (Seam Stitch, Number of Stitchs per dm) |
2000.0 |
|
| 4.4 (Seam Stitch, Double fold seam depth) |
2000.0 |
|
| 4.4 (Seam Stitch, Outer stitch distance from outer edge) |
2000.0 |
|
| 4.4 (Top & Bottom Seam Stitching, Two row separation distance) |
2000.0 |
|
|
| 126 |
IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4031(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4031(3):1988) |
500.0 |
|
| 7, Table 2, Sl No 1 (Fineness IS 4031(2):1999) |
1000.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 4 (Loss on ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
600.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985) |
1000.0 |
|
|
| 127 |
IS 456 (2000) - Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision) |
Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4 (pH) |
500.0 |
|
| 5.4 (Volume (in ml) of 0.02 (N) H2SO4 required for Neutralization of 100 ml water using mixed indicator.) |
500.0 |
|
| 5.4 (Volume (in ml) of 0.02 (N) NaOH required for Neutralization of 100 ml water using phenolphthalein as an indicator.) |
500.0 |
|
| 5.4 (Suspended Matter) |
500.0 |
|
| 5.4 (Chlorides (as Cl)) |
1000.0 |
|
| 5.4 (Sulphates ( as SO3)) |
1000.0 |
|
| 5.4 (Total Inorganic Solids) |
500.0 |
|
| 5.4 (Total Organic Solids) |
500.0 |
|
| 5.4.1.2 (Test for Compressive strength (IS 516)) |
4000.0 |
|
| 5.4.1.3 (Initial setting time of test block with sample water compared with distilled water(IS 4031 (Part 5):1988) |
2000.0 |
|
|
| 128 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) |
Ordinary portland cement - Specification (Sixth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1, Table2, Sl No 8 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6.1, Table2, Sl No 7 (Chloride content IS 4032:1985) |
500.0 |
|
| 6.1, Table2, Sl No 6 (Loss on ignition 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 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 2 (Ratio of percentage of alumina to that of iron oxide IS 4032:1985) |
600.0 |
|
| 6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985) |
600.0 |
|
| 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 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988) |
1000.0 |
|
| 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 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 1 (Fineness IS 4031 (Part 2):1999) |
1000.0 |
|
| 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 |
|
| 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) |
- |
|
|
