| 1 |
NATIONAL TEST HOUSE-ER (NTH), KOLKATA
| 5140804
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
1000 |
|
- |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
- |
| 5.2.1.1(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
- |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
250 |
|
- |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
250 |
|
- |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 5.6(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
2000 |
|
- |
| 5.4(Salphate Expansion (Optional)) |
- |
1500 |
|
- |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1000 |
|
- |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1000 |
|
- |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
- |
|
14 Jun, 2027 |
-
- |
| 2 |
NATIONAL TEST HOUSE-SR (NTH), Chennai
| 6122704
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
11180 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
700 |
|
- |
|
28 Nov, 2028 |
-
- |
| 3 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
12900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 v (Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vi (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vii (Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 5.1 (Fineness 4031 Part 2) |
- |
|
|
|
| 5.2.1 (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 5.2.1 (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 5.3 a) (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 5.3 b) (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 5.5 i) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 ii) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 iii) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
|
- |
-
Qty. required (8+1) kg
Except sulphate expansion and transverse test (optional). |
| 4 |
LUCID LABORATORIES PRIVATE LIMITED, HYDERABAD
| 6121636
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
55 |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
800 |
|
- |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
- |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
250 |
|
- |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
250 |
|
- |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
700 |
|
- |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
700 |
|
- |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
700 |
|
- |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
500 |
|
- |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
|
19 Apr, 2028 |
-
- |
| 5 |
National Council for Cement and Building Materials (testing laboratories), Faridabad
| 9102335
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
44395 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
12685 |
|
These are our current testing charges. |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
2340 |
|
These are our current testing charges. |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
3040 |
|
These are our current testing charges. |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
2340 |
|
These are our current testing charges. |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
5860 |
|
These are our current testing charges. |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
8200 |
|
These are our current testing charges. |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1180 |
|
These are our current testing charges. |
| 5.1(Fineness 4031 Part 2) |
- |
1950 |
|
These are our current testing charges. |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1950 |
|
These are our current testing charges. |
| 5.2.1.1(Expansion after aeration - 4031 Part 3) |
- |
1950 |
|
These are our current testing charges. |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
3510 |
|
These are our current testing charges. |
| 5.2.1.1(Expansion after aeration- 4031 Part 3) |
- |
3510 |
|
These are our current testing charges. |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
875 |
|
These are our current testing charges. |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
875 |
|
These are our current testing charges. |
| 5.4(Salphate Expansion (Optional)) |
- |
9060 |
|
These are our current testing charges. |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2000 |
|
These are our current testing charges. |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
2270 |
|
These are our current testing charges. |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2660 |
|
These are our current testing charges. |
| 5.6(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
4000 |
|
These are our current testing charges. |
|
15 May, 2027 |
-
- |
| 6 |
SIIR, Delhi Shriram Institute For Industrial Research
| 8102006
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
1000 |
|
LESS 30% REBATE |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
LESS 30% REBATE |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
500 |
|
LESS 30% REBATE |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1650 |
|
LESS 30% REBATE |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1650 |
|
LESS 30% REBATE |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1700 |
|
LESS 30% REBATE |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
7000 |
|
LESS 30% REBATE |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
2000 |
|
LESS 30% REBATE |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1000 |
|
LESS 30% REBATE |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1000 |
|
LESS 30% REBATE |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
LESS 30% REBATE |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
LESS 30% REBATE |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
LESS 30% REBATE |
|
31 Dec, 2026 |
-
- |
| 7 |
National Council for Cement and Building Materials (NCCBM), Hyderabad
| 6114835
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
39620 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
10345 |
|
-- |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
2340 |
|
No remarks |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
3040 |
|
No remarks |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
2340 |
|
No remarks |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
5380 |
|
No remarks |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
5380 |
|
No remarks |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1180 |
|
No remarks |
| 5.1(Fineness 4031 Part 2) |
- |
1950 |
|
No remarks |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1950 |
|
No remarks |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
3510 |
|
No remarks |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
875 |
|
No remarks |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
875 |
|
No remarks |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2000 |
|
No remarks |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
2660 |
|
No remarks |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2820 |
|
No remarks |
| 5.6(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
14240 |
|
For 3, 7 & 28 days Strength |
|
14 Aug, 2027 |
-
- |
| 8 |
CEG Test House & Research Centre Private Limited, Jaipur
| 8119706
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
Sulphate Resisting Portland Cement |
10250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1400 |
|
350 each for silica, calcium, alumina and iron oxide |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
350 |
|
None |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
350 |
|
None |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
350 |
|
None |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
350 |
|
None |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
350 |
|
None |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
300 |
|
None |
| 5.1(Fineness 4031 Part 2) |
- |
500 |
|
None |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
None |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
800 |
|
None |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
400 |
|
None |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
400 |
|
None |
| 5.4(Salphate Expansion (Optional)) |
- |
600 |
|
None |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2500 |
|
None |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
2500 |
|
None |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2500 |
|
None |
| 5.6(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1000 |
|
None |
| 5.4(Salphate Expansion (Optional)) |
- |
1000 |
|
None |
|
31 Dec, 2026 |
-
- |
| 9 |
IDMA LABORATORIES LIMITED, PANCHKULA
| 9123236
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
500 |
|
Total testing charges are Rs. 15000/- including Optional Test - Transvers Strength
Testing charges Rs. 10000/- excluding Optional Test - Transvers Strength |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1200 |
|
NA |
| 5.2.1.1(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
NA |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
0 |
|
Testing charges already mentioned above |
| 5.2.1.1(Expansion after aeration- 4031 Part 3) |
- |
0 |
|
NA |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
700 |
|
NA |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
0 |
|
Testing charges already mentioned above |
| 5.4(Salphate Expansion (Optional)) |
- |
1500 |
|
NA |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2500 |
|
NA |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
0 |
|
Testing charges already mentioned above |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
0 |
|
Testing charges already mentioned above |
| 5.6(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
NA |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
0 |
|
NA |
| 4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
400 |
|
NA |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
400 |
|
NA |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
400 |
|
NA |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
400 |
|
NA |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
400 |
|
NA |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
400 |
|
NA |
|
31 Dec, 2026 |
-
Included w.e.f. 05-02-2018 |
| 10 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
11000 View breakup
Rs. 11,000/- (Mechanical : Rs. 7,000/- & Chemical : Rs. 4,000/-)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
1000 |
|
NA |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
Complete |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
Complete |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
Both Duration |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
500 |
|
Both Duration |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2000 |
|
All Duration |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
2000 |
|
All Duration |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2000 |
|
All Duration |
| 5.4(Salphate Expansion (Optional)) |
- |
1000 |
|
Optional |
| 5.6(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
2000 |
|
Optional |
|
- |
-
- |
| 11 |
BIS, Central Laboratory (CL)
| None
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
Rs.12900/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1 (Fineness 4031 Part 2) |
- |
|
|
|
| 5.2.1 (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 5.2.1 (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 5.3 a) (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 5.3 b) (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 5.5 i) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 ii) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 iii) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
|
- |
-
complete for chemical;
Excluding: -; Salphate Espansion |
| 12 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
Rs.12900/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 v (Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 v (Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vi (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vi (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vii (Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vii (Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 5.1 (Fineness 4031 Part 2) |
- |
|
|
|
| 5.2.1 (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 5.2.1 (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 5.3 a) (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 5.5 i) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 ii) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 iii) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.3 b) (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 5.4 (Salphate Expansion (Optional)) |
- |
|
|
|
| 5.6 (Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
|
- |
-
Facility not available for transverse strength test(Optional) |
| 13 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
Rs.12900/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vi (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vii (Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 v (Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 5.1 (Fineness 4031 Part 2) |
- |
|
|
|
| 5.2.1 (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 5.2.1 (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 5.3 a) (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 5.3 b) (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 5.5 i) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 ii) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 iii) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
|
- |
-
Expect(Cl 5.6 Transverse Strength) |
| 14 |
BIS, Southern Regional Laboratory (SRL)
| None
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
Rs.12900/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 v (Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vi (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vii (Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 5.1 (Fineness 4031 Part 2) |
- |
|
|
|
| 5.2.1 (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 5.2.1 (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 5.3 a) (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 5.3 b) (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 5.5 i) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 ii) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 iii) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.6 (Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
|
|
|
|
- |
-
" 8 kg + 500gm
Excluding cl. 5.4 sulphate expansion and transverse strength test (Optional) |
| 15 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
Rs.12900/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 v (Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vi (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 4.1 - Table - 1 vii (Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
|
|
|
| 5.1 (Fineness 4031 Part 2) |
- |
|
|
|
| 5.2.1 (Expansion by Le Chatelier- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 5.2.1 (Expansion by Autoclave- 4031 Part 3) |
- |
|
|
|
| 5.2.1.1 (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 5.3 a) (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
| 5.3 b) (Setting Time Final- 4031 Part 5) |
- |
|
|
|
| 5.5 i) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 ii) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
| 5.5 iii) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
|
- |
-
- |
