31 |
IS 3812 : Part 2 (2013) |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
All Grades |
-
|
9500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1, Table 1(Fineness — Specific surface in m2 /kg) |
- |
1000 |
|
- |
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving)) |
- |
1000 |
|
- |
7.1, Table 1(Soundnes) |
- |
2000 |
|
- |
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 )) |
- |
5500 |
|
- |
5.1, 6.1, Table 1(Silicon dioxide (SiO2 )) |
- |
0 |
|
- |
5.1, 6.1, Table 1(Magnesium oxide (MgO) |
- |
0 |
|
- |
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3) |
- |
0 |
|
- |
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O)) |
- |
0 |
|
- |
5.1, 6.1, Table 1(Total chlorides) |
- |
0 |
|
- |
5.1, 6.1, Table 1(Loss on ignition) |
- |
0 |
|
- |
6.2(moisture content) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
32 |
IS 5410 (2013) |
Cement paint - Specification (Second Revision) |
- |
-
|
11500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4.1(Composition - Portland Cement) |
- |
3500 |
|
- |
Cl.4.1(Composition - Hydrated Lime) |
- |
0 |
|
- |
Cl.4.1.1(Freedom from Organic Binders) |
- |
100 |
|
- |
Cl.4.4(Lead Restriction) |
- |
1000 |
|
- |
Cl.4.8, 7.1 - Table 1 iv)(Fastness to light) |
- |
5000 |
|
- |
Cl.4.6(Durability) |
- |
0 |
|
- |
Cl.4.7(Keeping Properties) |
- |
0 |
|
- |
Cl.4.8, 7.1 - Table 1 i)(Drying Time, Hard Dry) |
- |
100 |
|
- |
Cl.4.8, 7.1 - Table 1 iii)(Colour) |
- |
100 |
|
- |
Cl.4.8, 7.1 - Table 1 v)(Residue on sieve (on dry material)) |
- |
200 |
|
- |
Cl.4.8, 7.1 - Table 1 vii)(Water Repellency) |
- |
200 |
|
- |
Cl.4.8, 7.1 - Table 1 viii)(Pot life of mixed paint) |
- |
200 |
|
- |
Cl.4.8, 7.1 - Table 1 ix)(Recoating Properties) |
- |
200 |
|
- |
|
Complete
|
|
- |
- |
33 |
IS 253 (2014) |
Specification for common salt (Fourth Revision) |
All Grades |
-
|
6690 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause -3 for common salt 3.1 ( 3.1.1 ) ( The material shall be crystalline solid, white or pale pink or light grey in colour.) |
- |
200 |
|
- |
Clause -3 for common salt 3.1 ( 3.1.2 ) Annex-2(Moisture The material shall contain not more than 6.0 percent by mass of moisture, on as received basis, when tested according to the method given in A-2) |
- |
500 |
|
- |
Clause-3.2 for dairy salt (3.2.1)(The material shall be crystalline white solid and free from any visible impurities.) |
- |
200 |
|
- |
Clause-3.1 for dairy salt (3.2.2)(3.2.2 Particle Size 99 percent by mass of the material shall pass completely through 850-micron IS Sieve [see IS 460 (Part I)].) |
- |
300 |
|
- |
Clause-3.2 for dairy salt (3.2.3) Annex -2(3.2.3 Moisture The material shall contain not more than 0.5 percent by mass of moisture, on as received basis, when tested according to the methods given in A-2.) |
- |
500 |
|
- |
Table 1 (i) Annex -4(Water insoluble matter, common) |
- |
250 |
|
- |
Table 1 (i) Annex -4(Water insoluble matter, Dairy) |
- |
250 |
|
- |
Table 1 (ii) Annex-5(Chloride content (as NaCl)common) |
- |
350 |
|
- |
Table 1 (ii) Annex-5(Chloride content (as NaCl), Dairy) |
- |
350 |
|
- |
Table 1 (iii) Annex-6( Matter soluble in water, other than sodium chloride, common) |
- |
300 |
|
- |
Table 1 (iii) Annex-6( Matter soluble in water, other than sodium chloride, Dairy) |
- |
300 |
|
- |
Table 1 (iv)(Calcium (as Ca), water soluble, percent by mass, common) |
- |
700 |
|
- |
Table 1 (iv) Annex-7(Calcium (as Ca), water soluble, percent by mass, Dairy) |
- |
700 |
|
- |
Table 1 (v)(Magnesium (as Mg), water soluble, percent by mass, common ) |
- |
700 |
|
- |
Table 1 (v) Annex-7(Magnesium (as Mg), water soluble, percent by mass, Dairy ) |
- |
700 |
|
- |
Table 1 (vi)(Sulphate as SO2 percent by mass, common) |
- |
390 |
|
- |
Table 1 (vi) Annex-8(sulphate as SO2 percent by mass, Dairy) |
- |
390 |
|
- |
Table 1 (vii) Annex-9(Alkalinity (as Na2CO3), common) |
- |
200 |
|
- |
Table 1 (vii) Annex-11(Alkalinity (as Na2CO3), Dairy) |
- |
200 |
|
- |
Table 1 (viii)(Lead (as Pb), common) |
- |
700 |
|
- |
Table 1 (viii)(Lead (as Pb),Dairy ) |
- |
700 |
|
- |
Table 1 (ix)(Iron (as Fe), common) |
- |
700 |
|
- |
Table 1 (ix)(Iron (as Fe), Dairy) |
- |
700 |
|
- |
Table 1 (x) Annex-11(x) Arsenic (as As), common) |
- |
700 |
|
- |
Table 1 (x) Annex-11(x) Arsenic (as As),Dairy) |
- |
700 |
|
- |
Table 1 (xi) Annex-12(Copper (as Cu), common) |
- |
700 |
|
- |
Table 1 (xi) Annex-12(Copper (as Cu), Dairy ) |
- |
700 |
|
- |
|
Complete
|
|
- |
- |
34 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
All Grades |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 i.(Fineness) |
- |
1000 |
|
- |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
500 |
|
- |
7 Table-3 ii b(Expansion by Autoclave) |
- |
500 |
|
- |
7 Table-3 iii a(Setting Time Initial) |
- |
500 |
|
- |
7 Table-3 iii b(Setting Time Final) |
- |
500 |
|
- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
35 |
IS 455 (2015) |
Portland slag cement - Specification |
All Grades |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table 1 i(Fineness
IS 4031(Part 2)) |
- |
1000 |
|
- |
7 Table 1 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
500 |
|
- |
7 Table 1 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
500 |
|
- |
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
500 |
|
- |
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
500 |
|
- |
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
1000 |
|
- |
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
1000 |
|
- |
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
36 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
All Grades |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
37 |
IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
All Grades |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
38 |
IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
All Grades |
-
|
13500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
- |
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
- |
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2000 |
|
- |
6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |