61 |
IS 15962 (2012) |
Structural steels for buildings and structures with improved seismic resistance |
All |
-
|
40000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(Freedom from Defects) |
- |
2000 |
|
Freedom from Defects |
Cl 10(Tensile Test) |
- |
25000 |
|
Tensile Test |
Cl 11(Impact Test) |
- |
7500 |
|
Impact Test |
Cl 13(Dimensions) |
- |
2000 |
|
Dimensions |
Cl 16(Mass) |
- |
500 |
|
Mass |
Clauses 7, 8.1 & .2, Table- 1(E250S, C) |
- |
100 |
|
Carbon |
Clauses 7, 8.1 & .2, Table- 1(E250S, Mn ) |
- |
100 |
|
Manganese |
Clauses 7, 8.1 & .2, Table- 1(E250S, P) |
- |
100 |
|
Phosphorous |
Clauses 7, 8.1 & .2, Table- 1(E250S, S) |
- |
100 |
|
Sulphur |
Clauses 7, 8.1 & .2, Table- 1(E250S, Si) |
- |
100 |
|
Silicon |
Clauses 7, 8.1 & .2, Table- 1(E250S, CE) |
- |
500 |
|
Carbon Equivalent |
Clauses 7, 8.1 & .2, Table- 1(E300S, C) |
- |
100 |
|
Carbon |
Clauses 7, 8.1 & .2, Table- 1(E300S, Mn) |
- |
100 |
|
Manganese |
Clauses 7, 8.1 & .2, Table- 1(E300S, P) |
- |
100 |
|
Phosphorous |
Clauses 7, 8.1 & .2, Table- 1(E300S, S) |
- |
100 |
|
Sulphur |
Clauses 7, 8.1 & .2, Table- 1(E300S, Si) |
- |
100 |
|
Silicon |
Clauses 7, 8.1 & .2, Table- 1(E300S, CE) |
- |
500 |
|
Carbon Equivalent |
Clauses 7, 8.1 & .2, Table- 1(E350S, C) |
- |
100 |
|
Carbon |
Clauses 7, 8.1 & .2, Table- 1(E350S, Mn) |
- |
100 |
|
Manganese |
Clauses 7, 8.1 & .2, Table- 1(E350S, P) |
- |
100 |
|
Phosphorous |
Clauses 7, 8.1 & .2, Table- 1(E350S, S) |
- |
100 |
|
Sulphur |
Clauses 7, 8.1 & .2, Table- 1(E350S, Si) |
- |
100 |
|
Silicon |
Clauses 7, 8.1 & .2, Table- 1(E450S, C) |
- |
100 |
|
Carbon |
Clauses 7, 8.1 & .2, Table- 1(E450S, Mn) |
- |
100 |
|
Manganese |
Clauses 7, 8.1 & .2, Table- 1(E450S, P) |
- |
100 |
|
Phosphorous |
Clauses 7, 8.1 & .2, Table- 1(E450S, S) |
- |
100 |
|
Sulphur |
Clauses 7, 8.1 & .2, Table- 1(E450S, Si) |
- |
100 |
|
Silicon |
Clauses 7, 8.1 & .2, Table- 1(E450S, CE) |
- |
500 |
|
Carbon Equivalent |
Clauses 7, 8.1 & .2, Table- 1(E350S, CE) |
- |
500 |
|
Carbon Equivalent |
|
Complete
|
|
- |
Included w.e.f.
10.05.2019. |
62 |
IS 15997 (2012) |
Low nickel austenitic stainless steel sheet and strip for utensils and kitchen appliances - Specification |
All |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Carbon |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Silicon |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Manganese |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nickle |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Chromium |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Suphur |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Phosphorous |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Copper |
Cl. 8.1, 8.1.1 & 10.1 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nitrogen |
6(Freedom From Defects) |
- |
500 |
|
Freedom from Defects |
9.3(Tensile Test-1608:Part 1) |
- |
10000 |
|
Tensile Test |
9.3, Table 3 (Yield Strength, Mpa) |
- |
10000 |
|
Tensile |
9.3, Table 3 (Elongation, %) |
- |
10000 |
|
Tensile |
9.4(Erichsen Cupping Test,(Average depth of cupping) mm) |
- |
2000 |
|
Cupping |
12(Dimensions) |
- |
1000 |
|
Dimensions |
14.1(Thickness,mm) |
- |
1000 |
|
Dimensions |
14.2( Width, mm) |
- |
1000 |
|
Dimensions |
14.3(Length, mm) |
- |
1000 |
|
Dimensions |
14.4(Flatness, mm) |
- |
1000 |
|
Dimensions |
14.5(Camber, mm) |
- |
1000 |
|
Dimensions |
|
Complete
|
|
- |
Included w.e.f.
10.05.2019. |
63 |
IS 16102 : Part 1 (2012) |
Self - Ballasted led lamps for general lighting services: Part 1 safety requirements |
- |
-
|
48000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(Marking) |
- |
1000 |
|
- |
6(Interchangeability) |
- |
5000 |
|
- |
7(Protection against accidental contact with live parts) |
- |
5000 |
|
- |
8(Insulation Resistance and Electric Strength) |
- |
10000 |
|
- |
9(MECHANICAL STRENGTH) |
- |
5000 |
|
- |
10(cap temperature) |
- |
5000 |
|
- |
11(Resistance to Heat) |
- |
5000 |
|
- |
12(Resistance to Flame and Ignition) |
- |
4000 |
|
- |
13(Fault conditions) |
- |
9000 |
|
- |
14(Creepage distance and clearances) |
- |
5000 |
|
- |
|
Complete
|
|
- |
- |
64 |
IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
- |
-
|
17250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
2000 |
|
NA |
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
2000 |
|
PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve |
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
7500 |
|
PHYSICAL REQUIREMENTS-Average compressive strength |
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
7500 |
|
PHYSICAL REQUIREMENTS- all Compressive strength at 28 days |
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
3000 |
|
PHYSICAL REQUIREMENTS-Soundness by autoclave test |
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
5000 |
|
Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727 |
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
1500 |
|
Silicon dioxide (SiO2) - IS 1727 |
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
1500 |
|
Reactive Silica - Annex B |
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
1500 |
|
Magnesium oxide (MgO) - IS 1727 |
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
1500 |
|
Total sulphur as sulphur trioxide (SO3) - IS 1727 |
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
5000 |
|
Available alkalis as equivalent sodium oxide (Na2O) - Annex C |
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
3000 |
|
Total Chlorides - IS 4032 |
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
3000 |
|
Loss on ignition |
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
2000 |
|
Moisture content of the fly ash when supplied in dry condition |
5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
10000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
- |
- |
65 |
IS 3812 : Part 2 (2013) |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1, Table 1(Fineness — Specific surface in m2 /kg) |
- |
2000 |
|
Fineness — Specific surface |
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving)) |
- |
2000 |
|
Particles retained on 45 micron IS sieve (wet sieving) |
7.1, Table 1(Soundnes) |
- |
2000 |
|
Soundness |
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 )) |
- |
5000 |
|
Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ) |
5.1, 6.1, Table 1(Silicon dioxide (SiO2 )) |
- |
1500 |
|
Silicon dioxide (SiO2 ) |
5.1, 6.1, Table 1(Magnesium oxide (MgO) |
- |
1500 |
|
Magnesium oxide |
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3) |
- |
1500 |
|
Total sulphur as sulphur trioxide |
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O)) |
- |
1500 |
|
Available alkalies as equivalent sodium oxide |
5.1, 6.1, Table 1(Total chlorides) |
- |
5000 |
|
Total chlorides |
5.1, 6.1, Table 1(Loss on ignition) |
- |
3000 |
|
Loss on ignition |
6.2(moisture content) |
- |
2000 |
|
moisture content |
Clauses 5.1 & 7.1 Table No. 2, SI No. (i)
(Fineness- Specific surface by blaine's method) |
- |
2000 |
|
- |
Clauses 5.1 & 7.1 Table No. 2, SI No. (ii)
(Particles retained on 45 micron IS Sieve (we sieving)) |
- |
2000 |
|
- |
Clauses 5.1 & 7.1 Table No. 2, SI No. (iii)
(Soundness by autoclave test - Expansion of specimen) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |
66 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
500 |
|
ok |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
2000 |
|
ok |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
1000 |
|
ok |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
1000 |
|
ok |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
1000 |
|
ok |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
1000 |
|
ok |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
1000 |
|
ok |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
1000 |
|
ok |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
500 |
|
ok |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
2000 |
|
ok |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
5000 |
|
ok |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
2000 |
|
ok |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
7500 |
|
ok |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
5000 |
|
ok |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1000 |
|
ok |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
2000 |
|
ok |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
5000 |
|
ok |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
2000 |
|
ok |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
5000 |
|
ok |
8.6(Effect on Water Test) |
- |
5000 |
|
OK |
|
Complete
|
|
- |
- |
67 |
IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
All |
-
|
10000 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.) |
- |
1000 |
|
All Dimensions |
Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
Surface Flatness and Finish |
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 |
|
All Dimensions |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
1000 |
|
All Dimensions |
Cl 12.4(Water absorption) |
- |
1000 |
|
Water absorption |
Cl 12.5(Wet transverse strength) |
- |
5000 |
|
Wet transverse strength |
Cl 12.6(Resistance to wear) |
- |
5000 |
|
Resistance to wear |
Cl 11(Finish) |
- |
500 |
|
Surface Flatness and Finish |
Cl 11(Finish) |
- |
500 |
|
Surface Flatness and Finish |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019 |
68 |
IS 14246 (2013) |
Continuously pre-painted galvanized steel sheets and coils (First Revision) |
All |
-
|
35000 View breakup
For BIS Samples: 1.5 times of BIS
Testing Charges.
For Others:
Rs.15000/- for Class 1 &2,
Rs.20,000/- for Class 3,
Rs.35,000/- for Class 4
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4.1(Workmanship) |
- |
2000 |
|
Chemical Composition |
Cl 4.2(Workmanship) |
- |
1500 |
|
Mass of Zinc Coating |
Cl 4.3(Workmanship) |
- |
3000 |
|
Organic Coating |
Cl 6.2(Press) |
- |
2000 |
|
Bend |
Cl 6.3(HWB) |
- |
1500 |
|
Pencil Hardness |
Cl 6.4(Load Resistance) |
- |
5000 |
|
Impact |
Cl 6.5(Cross Hatch) |
- |
1000 |
|
Cross Hatch |
Cl 8(Salt Spray) |
- |
10000 |
|
Salt Spray |
Cl 9(Length, Width, Thickness & Mass) |
- |
1000 |
|
Dimension |
Cl 10(Camber, Deviation From Squareness (Out-of- Square) & Deviation From Flatness) |
- |
1000 |
|
Dimension |
Cl. 10.1(Camber) |
- |
1000 |
|
Dimension |
Cl 8(Salt Spray) |
- |
10000 |
|
Salt Spray |
Cl. 10.3, Table 4(Flatness) |
- |
1000 |
|
Dimension |
Cl. 10.2(Out of square) |
- |
1000 |
|
Dimension |
Cl. 9.4.2(Width) |
- |
1000 |
|
Dimension |
Cl. 9.4.4(Mass) |
- |
1000 |
|
Mass |
Cl. 7.3.1(Gloss Top Coat) |
- |
2000 |
|
Gloss |
Cl. 7.3.2 Table 3(Color Bottom Coat) |
- |
1500 |
|
Colour |
Cl. 7.3.2 Table 3(Color Top Coat) |
- |
1500 |
|
Color |
Cl. 7.3.1(Gloss Bottom Coat) |
- |
2000 |
|
Gloss |
|
Complete
|
|
- |
- |
69 |
IS 302 : Part 2 : Sec 26 (2014) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 26 clocks (First Revision) |
- |
-
|
30000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.0(Classification) |
- |
1000 |
|
Testing Charges As per Parameter |
7(Marking and instructions) |
- |
1000 |
|
Testing Charges As per Parameter |
8(Protection against live parts) |
- |
3000 |
|
Testing Charges As per Parameter |
9(STARTING OF MOTOR-OPERATED APPLIANCES) |
- |
1000 |
|
Testing Charges As per Parameter |
10(POWER INPUT AND CURRENT) |
- |
7000 |
|
Testing Charges As per Parameter |
11(HEATING) |
- |
8000 |
|
Testing Charges As per Parameter |
13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE) |
- |
8000 |
|
Testing Charges As per Parameter |
14(TRANSIENT OVERVOLTAGES) |
- |
7000 |
|
Testing Charges As per Parameter |
15(MOISTURE RESISTANCE) |
- |
10000 |
|
Testing Charges As per Parameter |
16(LEAKAGE CURRENT AND ELECTRIC STRENGTH) |
- |
8000 |
|
Testing Charges As per Parameter |
17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS) |
- |
7000 |
|
Testing Charges As per Parameter |
18(ENDURANCE) |
- |
1000 |
|
Testing Charges As per Parameter |
19(ABNORMAL OPERATION) |
- |
9000 |
|
Testing Charges As per Parameter |
20(STABILITY AND MECHANICAL HAZARDS) |
- |
2000 |
|
Testing Charges As per Parameter |
21(MECHANICAL STRENGTH) |
- |
8000 |
|
Testing Charges As per Parameter |
22(CONSTRUCTION) |
- |
5000 |
|
Testing Charges As per Parameter |
23(INTERNAL WIRING) |
- |
4000 |
|
Testing Charges As per Parameter |
24(COMPONENTS) |
- |
2000 |
|
Testing Charges As per Parameter |
25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS) |
- |
7000 |
|
Testing Charges As per Parameter |
26(TERMINALS FOR EXTERNAL CONDUCTORS) |
- |
5000 |
|
Testing Charges As per Parameter |
27(PROVISION FOR EARTHING) |
- |
3000 |
|
Testing Charges As per Parameter |
28(SCREWS AND CONNECTIONS) |
- |
6000 |
|
Testing Charges As per Parameter |
29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
8000 |
|
Testing Charges As per Parameter |
30(RESISTANCE TO HEAT AND FIRE) |
- |
12000 |
|
Testing Charges As per Parameter |
31(RESISTANCE TO RUSTING) |
- |
2000 |
|
Testing Charges As per Parameter |
32(RADIATION, TOXICITY AND SIMILAR HAZARDS) |
- |
2000 |
|
Testing Charges As per Parameter |
15.4 (b)(Cold impact) |
- |
7000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
- |
Excluding:
Component(Cl.24),
EMI/EMC (Cl.19.11.4.1
to 19.11.4.7),
Cord Reel Test Set-up
(Cl.22.16),
Parts of natural or
synthetic rubber ceramic
material (Cl.22.32),
Software (Cl.22.46),
Internal wiring (Cl.23.3),
Supply connection &
external flexible cables
&cords (Cl.25.14) |
70 |
IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
All |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(Outer Diameter, Thickness & Mass) |
- |
500 |
|
Dimensions |
Cl 7(Workmanship) |
- |
500 |
|
Workmanship |
Cl 9(Workmanship) |
- |
500 |
|
Dimesions |
Cl 11(Tensile Test, Flattening Test & Cold Bend Test) |
- |
5000 |
|
Tensile Test |
Cl 13(Workmanship) |
- |
500 |
|
Workmanship |
5 AND AS PER IS 10748(MICRO ALLOY) |
- |
500 |
|
Micro Alloy |
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
2000 |
|
Uniformity of Zinc Coating |
8 AND AS PER IS 4736(MASS OF ZINC COATING) |
- |
1500 |
|
Mass of Zinc Coating |
5 AND AS PER IS 10748(COPPER) |
- |
500 |
|
Copper |
5 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
500 |
|
Carbon Equivalent |
5 AND AS PER IS 10748(CARBON) |
- |
500 |
|
Carbon |
Clause - 5.1, Table-3( ALUMINIUM) |
- |
500 |
|
Aluminium |
Clause - 5.1, Table-3(SILICON) |
- |
500 |
|
Silicon |
Clause - 5.1, Table-3(NITROGEN) |
- |
1500 |
|
Nitrogen |
Clause - 5.1, Table-3(MANGANESE) |
- |
500 |
|
Manganese |
Clause - 5.1, Table-3(PHOSPHURS) |
- |
500 |
|
Phosphorous |
Clause - 5.1, Table-3(SULPHUR) |
- |
500 |
|
Sulphur |
9(Straightness) |
- |
500 |
|
Straightness |
Cl. 6 , 6.2 Table 1(Thickness) |
- |
500 |
|
Thickness |
Cl. 6 , 6.2 Table 1(Weight) |
- |
500 |
|
Weight |
Cl. 6 , 6.2 Table 1(Area of cross section) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Internal volume) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Surface external) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Surface internal) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Moment of inertia) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Modulus of section) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Radius of gyration) |
- |
500 |
|
Dimension |
Cl. 6 , 6.2 Table 1(Square of radius of gyyration) |
- |
500 |
|
Dimension |
Cl. 11.2 Table 2(Yield strength) |
- |
5000 |
|
Yield Strength |
Cl. 11.2 Table 2(Elongation) |
- |
5000 |
|
Elongation |
Cl 11.3.1(Cold bend test (upto & including 50 mm NB)) |
- |
2000 |
|
Cold Bend Test |
Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
2000 |
|
Flattening |
|
Complete
|
|
- |
- |
71 |
IS 16242 : Part 1 (2014) |
Uninterruptible power systems (UPS): Part 1 general and safety requirements for UPS |
- |
-
|
125000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.5(Components) |
- |
1000 |
|
Testing Charges As per Parameter |
4.6(Power interface) |
- |
5000 |
|
Testing Charges As per Parameter |
4.7(Marking & instructions) |
- |
1000 |
|
Testing Charges As per Parameter |
5.1(Protection against shock and energy hazards) |
- |
5000 |
|
Testing Charges As per Parameter |
5.2(Requirement of auxiliary circuits) |
- |
6000 |
|
Testing Charges As per Parameter |
5.3(Protective earthing and bonding) |
- |
3000 |
|
Testing Charges As per Parameter |
5.4(AC and DC power isolation) |
- |
1000 |
|
Testing Charges As per Parameter |
5.5(Over current and earth fault condition) |
- |
2000 |
|
Testing Charges As per Parameter |
5.6(Safety interlocks) |
- |
1000 |
|
Testing Charges As per Parameter |
5.7(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
15000 |
|
Testing Charges As per Parameter |
6.1(Wiring, connections and supply) |
- |
3000 |
|
Testing Charges As per Parameter |
6.2(Connection to power) |
- |
6000 |
|
Testing Charges As per Parameter |
6.3(Wiring terminals for external power conductors) |
- |
3000 |
|
Testing Charges As per Parameter |
7.1(Enclosure) |
- |
3000 |
|
Testing Charges As per Parameter |
7.2(STABILITY) |
- |
3000 |
|
Testing Charges As per Parameter |
7.3(MECHANICAL STRENGTH) |
- |
7000 |
|
Testing Charges As per Parameter |
7.4(Construction details) |
- |
3000 |
|
Testing Charges As per Parameter |
7.5(Resistance to fire) |
- |
8000 |
|
Testing Charges As per Parameter |
7.6(Battery location) |
- |
2000 |
|
Testing Charges As per Parameter |
7.7(Temperature rise) |
- |
6000 |
|
Testing Charges As per Parameter |
8.1(General procision for earth leakage) |
- |
5000 |
|
Testing Charges As per Parameter |
8.2(Electric Strength) |
- |
7000 |
|
Testing Charges As per Parameter |
8.3(Abnormal operating and fault conditions) |
- |
10000 |
|
Testing Charges As per Parameter |
9.0(Connection to telecommunication networks) |
- |
14000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
- |
- |
72 |
IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
- |
-
|
12630 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
1000 |
|
NA |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
1000 |
|
Total Sulphur Content calculated as Sulphuric Anhydride (SO3) |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1500 |
|
Loss on ignition |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
Chloride content |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
Alkali content |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
Fineness |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
Expansion by Le Chatelier |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
2000 |
|
Expansion by Autoclave |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Transverse Strength ( All age) |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
5000 |
|
Drying Shrinkage |
Clause 7
Table 2 SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
5000 |
|
ok |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
5000 |
|
ok |
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h) |
- |
5000 |
|
ok |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
5000 |
|
ok |
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h) |
- |
5000 |
|
ok |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
5000 |
|
ok |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019. |
73 |
IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
All |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
3000 |
|
NA |
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
1000 |
|
Iron oxide |
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1000 |
|
Insoluble residue |
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1000 |
|
Total Sulphur Content calculated as Sulphuric Anhydride |
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
Loss on ignition |
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
Chloride content |
6 -Table 2- i(Fineness 4031 Part 2) |
- |
1500 |
|
Fineness |
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1500 |
|
Expansion by Le Chatelier |
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1500 |
|
Expansion by Autoclave |
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time Final |
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength All Ages |
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength All Ages |
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength All Ages |
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Transverse Strength All ages |
6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
5000 |
|
Degree of whiteness |
Clause 6
Table 2, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
5000 |
|
ok |
Clause 6
Table 2, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
5000 |
|
ok |
Clause 6
Table 2, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
5000 |
|
ok |
Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
5000 |
|
ok |
Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
5000 |
|
ok |
Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
5000 |
|
ok |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019. |
74 |
IS 16353 (2015) |
Portland Cement Clinker - Specification |
- |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
- |
4000 |
|
Ratio of percentage of lime to percentages of silica, alumina and iron oxide |
Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,) |
- |
2000 |
|
Ratio of percentage of alumina to that of iron oxide, |
Clause 5 Table 1(C3S, percent by mass) |
- |
2000 |
|
C3S, percent by mass |
Clause 5 Table 1(C3A, percent by mass) |
- |
2000 |
|
C3A, percent by mass |
Clause 5 Table 1(C3S+C2S, percent by mass) |
- |
4000 |
|
C3S+C2S, percent by mass |
Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3)) |
- |
750 |
|
Total sulphur content calculated as sulphuric anhydride (SO3) |
Clause 5 Table 1(Chloride content) |
- |
750 |
|
Chloride content |
Clause 5 Table 1(Magnesia) |
- |
750 |
|
Magnesia |
Clause 5 Table 1(Alkali content) |
- |
2500 |
|
Alkali content |
Clause 5 Table 1(Total loss on ignition) |
- |
1500 |
|
Total loss on ignition |
Clause 5 Table 1(Insoluble residue) |
- |
1500 |
|
Insoluble residue |
Clause 5 Table 1(Free lime) |
- |
1500 |
|
Free lime |
6.1 Table 3 iii)
(Granulometric composition of clinker(Size >50 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
6.2 Table 3 ii)
(Granulometric composition of clinker(Size 5-50 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
6.1 Table 2 iii) c)
IS 4031 (Part 6)(Compressive Strength at 672±4 h) |
- |
5000 |
|
Compressive Strength |
6.1 Table 2 iii) a)
IS 4031 (Part 6)(Compressive Strength at 72±1 h) |
- |
5000 |
|
Compressive Strength |
6.1 Table 2 ii) b)
IS 4031 (Part 5)(Final Setting time) |
- |
2000 |
|
Initial & Final setting Time |
6.1 Table 2 ii) a)
IS 4031 (Part 5)(Initial Setting time) |
- |
2000 |
|
Initial & Final setting Time |
6.1 Table 2 i) b)
IS 4031 (Part 3)(Soundness by Autoclave test method) |
- |
3000 |
|
Soundness by Autoclave test method |
6.1 Table 2 iii) b)
IS 4031 (Part 6)(Compressive Strength at 168±2 h) |
- |
5000 |
|
Compressive Strength |
6.1 Table 2 i) a)
IS 4031 (Part 3)(Soundness by Le-Chatelier method) |
- |
1000 |
|
Soundness by Le-Chatelier method |
|
Complete
|
|
- |
Included w.e.f.
10.05.2019. |
75 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
All |
-
|
9000 View breakup
Coarse aggregate: Rs.9000/-
Fine aggregate: Rs.6000/-
(Without Additional Tests)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value |
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value |
5.4.2(a)( Aggregates Impact Value) |
- |
1500 |
|
Aggregates Impact Value |
5.4.2(b)( Aggregates Impact Value) |
- |
1500 |
|
Aggregates Impact Value |
5.4.3(a)( Aggregate Abrasion Value) |
- |
2000 |
|
Aggregate Abrasion Value |
5.4.3(b)( Aggregate Abrasion Value) |
- |
2000 |
|
Aggregate Abrasion Value |
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
1000 |
|
All Grading |
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve) |
- |
1000 |
|
All Grading |
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
1000 |
|
All Grading |
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
1000 |
|
All Grading |
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
1000 |
|
All Grading |
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
All Grading |
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
1000 |
|
All Grading |
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
1000 |
|
All Grading |
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
All Grading |
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
1000 |
|
All Grading |
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
All Grading |
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
1000 |
|
All Grading |
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
1000 |
|
All Grading |
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
1000 |
|
All Grading |
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
All Grading |
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
All Grading |
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
All Grading |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1000 |
|
specific gravity |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1000 |
|
Water absorption |
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
1000 |
|
Chloride content |
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
1000 |
|
Total Sulphate content |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
3000 |
|
Alkali Aggregate Reaction |
5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
3000 |
|
Soundness |
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
1000 |
|
Mica content |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate)) |
- |
1000 |
|
Effect of organic impurities on strength of mortar |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
1000 |
|
Organic impurities |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
5000 |
|
Total deleterious material |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
Material fine aggregater than 75 micron |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
1000 |
|
Clay lumps |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1000 |
|
Coal and Lignite |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
1000 |
|
specific gravity |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
1000 |
|
Water absorption |
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
1000 |
|
Water soluble chloride content |
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
1000 |
|
Total sulphate content |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
3000 |
|
Alkali Aggregate Reaction |
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
3000 |
|
Soundness |
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
1000 |
|
Combined elongation & flakiness index |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
5000 |
|
Total deleterious material |
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
1000 |
|
Soft fragments |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
1000 |
|
Material fine aggregater than 75 micron |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
1000 |
|
Clay lumps |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
1000 |
|
Coal and Lignite |
5.3(Flakiness Index) |
- |
1000 |
|
Combined elongation & flakiness index |
5.3(Elongation Index) |
- |
1000 |
|
Combined elongation & flakiness index |
7.2(Bulk Density Rodded) |
- |
1000 |
|
- |
7.2(Bulk Density loose) |
- |
1000 |
|
- |
7.2(Moisture Content) |
- |
1000 |
|
- |
5.5(Soundness By Magnesium Sulphate) |
- |
3000 |
|
Soundness |
7.2(Bulking Of Fine Aggregate) |
- |
1000 |
|
- |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019 |
76 |
IS 616 (2017) |
Audio, video and similar electronic apparatus - Safety requirements (Fifth Revision) |
- |
-
|
60000 View breakup
Electronic Games [Video]: Rs.35,000/-,
Plasma/LCD/LED TVs of screen size
32'' and above restricted to 65'':
Rs.1,25,000/-,
Optical Disc players with built in
amplifiers of input power 200W and
above:
Rs.80,000/-,
Amplifiers with input power 200W and
above: Rs.80,000/-
Electronic music system with input
power 200W and above: Rs.80,000/-
Audio, video and similar electronic
apparatus: Rs.80,000/-
PLASMA/LCD/LED TVs of screen size
upto 32'': Rs.85,000/-. ADDITONAL PRODUCTS INCLUDED FOR PHASE IV & V W.E.F. 30-03-2021: Rs.60000/- for Wireless headphone & Earphone, electronic Musical system with input power below 200 watts, Wireless microphone, video camera, Webcam (Finished products), Smart speaker (With and without diplay), Bluetooth speakers)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(Marking and instructions) |
- |
3000 |
|
- |
7(Heating under normal operating conditions) |
- |
5000 |
|
- |
8(Constructional requirements with regard to the protection against electric shock) |
- |
7000 |
|
- |
9(Electric shock hazard under normal operating conditions) |
- |
5000 |
|
- |
10(Insulation requirements) |
- |
10000 |
|
- |
11(Fault conditions) |
- |
5000 |
|
- |
12(Mechanical strength) |
- |
7000 |
|
- |
13(CLEARANCES and CREEPAGE DISTANCES) |
- |
10000 |
|
- |
14(Components) |
- |
2000 |
|
- |
15(TERMINALS) |
- |
5000 |
|
- |
16(External flexible cords) |
- |
5000 |
|
- |
17(Electrical connections and mechanical fixings) |
- |
5000 |
|
- |
19(Stability and mechanical hazards) |
- |
5000 |
|
- |
20(Resistance to fire) |
- |
5000 |
|
- |
|
Complete
|
|
- |
REVISED VERSION IS
616:2017 Included w.e.f.
16.11.2018. Excluding:
Components (Cl.14) Ionizing Radiation (Cl. 6.1), Laser Radiation (Cl. 6.2), Insulated Winding Wires for use without additional interleaved insulation (Cl.8.16), Endurance test for wound components (Cl.8.17), Printed boards (Cl.13.5, Cl.20.2.4), Terminals for external flexible cords (Cl.15.3), Mechanical Strength of Picture Tubes and protection against the effect of implosion (Cl.18), Electrical components & Mechanical parts (Cl.20.2), Electrical components (Cl.20.2.2), Internal wiring (Cl. 20.2.3), Plugs & Sockets (Cl.15.1.1, 15.1.2, 15.1.3), External Flexible cords (Cl.16, Cl. 16.1, 16.3, 16.5) |
77 |
IS 1079 (2017) |
Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision) |
All |
-
|
8115 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(UTM) |
- |
3000 |
|
NA |
Cl 9(Press) |
- |
1500 |
|
Bend |
Cl 10(Die Press) |
- |
1500 |
|
Cupping |
Cl 12(Workmanship) |
- |
500 |
|
Freedom from defects |
Cl 13(Length, Width & Thickness) |
- |
500 |
|
Dimension |
6.1(Carbon %) |
- |
500 |
|
Carbon |
6.1(Manganese %) |
- |
500 |
|
Manganese |
6.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
6.1(Sulphur %) |
- |
500 |
|
Sulphur |
6.1(Silicon %) |
- |
500 |
|
Silicon |
6.1(Microalloying) |
- |
500 |
|
Microalloying |
6.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
6.1( Nb) |
- |
500 |
|
Niobium |
6.1( Copper %) |
- |
500 |
|
Copper |
6.1( Aluminium %) |
- |
500 |
|
Copper |
6.1(V) |
- |
500 |
|
Vanadium |
6.1( Ti) |
- |
500 |
|
Titanium |
6.1(Cr) |
- |
500 |
|
Chromium |
6.1(Mo) |
- |
500 |
|
Molybdenum |
6.1(Ni) |
- |
500 |
|
Nickle |
Cl.13(Out of square) |
- |
500 |
|
Dimension |
Cl.13(Flatness) |
- |
500 |
|
Dimension |
Cl.13(Camber) |
- |
500 |
|
Dimension |
Cl.13(Width) |
- |
500 |
|
Dimension |
Cl.13(Thickness) |
- |
500 |
|
Dimension |
Cl. 8.3, Cl. 8.3.1
Table 5 and Table 6(Percentage Elongation After Fracture at 5.65√A Gauge length) |
- |
3000 |
|
Elongation |
Cl. 8.3, Cl. 8.3.1
Table 5 and Table 6(Percentage Elongation After Fracture at 80 mm Gauge length) |
- |
3000 |
|
Elongation |
Cl. 8.3, Cl. 8.3.1
Table 5 and Table 6(Percentage Elongation After Fracture at 50 mm Gauge length) |
- |
3000 |
|
Elongation |
Cl. 8.3, Cl. 8.3.1
Table 6(0.2% Proof Stress/Yield Stress) |
- |
3000 |
|
0.2% Proof Stress/Yield Stress |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019. |
78 |
IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
All |
-
|
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Carbon |
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Manganese |
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Sulphur |
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Phosphorous |
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Silicon |
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Nitrogen |
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Aluminium |
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Aluminium |
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Niobium |
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Vanadium |
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Titanium |
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
Carbon Equivalent |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X)) |
- |
500 |
|
Dimension |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y)) |
- |
500 |
|
Dimension |
Cl. 10.1, 14.1, 18.1(Straightness) |
- |
500 |
|
Dimension |
Cl. 10.2, Fig 1(Outside dimension (B)) |
- |
500 |
|
Dimension |
Cl. 10.2, Fig 1(Outside dimension (H)) |
- |
500 |
|
Dimension |
Cl. 10.2, Fig 1(Outside dimension (T)) |
- |
500 |
|
Dimension |
Cl. 10.7, Fig 5(Total twist, V) |
- |
500 |
|
Dimension |
Cl. 10.4, Fig 2(Concavity, X1) |
- |
500 |
|
Dimension |
Cl. 10.4, Fig 2(Convexity, X2) |
- |
500 |
|
Dimension |
Cl. 10.5, Fig 3(Squareness of side) |
- |
500 |
|
Dimension |
Cl. 10.6, Fig 4(External Corner Radius) |
- |
500 |
|
Dimension |
Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
7000 |
|
Tensile |
Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
7000 |
|
Tensile |
Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
7000 |
|
Tensile |
Cl. 14.1(Exact Length) |
- |
500 |
|
Dimension |
Cl. 14.1(Random Length) |
- |
500 |
|
Dimension |
Cl. 14.1(Weight on individual length) |
- |
500 |
|
Dimension |
Cl. 14.1(Weight on lots of 10 tonnes min) |
- |
500 |
|
Dimension |
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed)) |
- |
500 |
|
Dimension |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019 |
79 |
IS 5986 (2017) |
Hot rolled steel sheet, plate and strip for forming and flanging purposes - Specification (Fourth Revision) |
All |
-
|
9500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(UTM) |
- |
5000 |
|
Tensile |
Cl 9(Press) |
- |
1000 |
|
Bend |
Cl 10(Sudden Load Applied) |
- |
5000 |
|
Impact |
Cl 13(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl 15(Length, Width & Thickness) |
- |
500 |
|
Dimension |
7.1(Carbon %) |
- |
500 |
|
Carbon |
7.1(Manganese %) |
- |
500 |
|
Manganese |
7.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
7.1(Sulphur %) |
- |
500 |
|
Sulphur |
7.1(Silicon %) |
- |
500 |
|
Silicon |
7.1( Copper %) |
- |
100 |
|
Copper |
7.1( Aluminium %) |
- |
500 |
|
Aluminium |
7.1( Nb) |
- |
500 |
|
Niobium |
7.1(V) |
- |
500 |
|
Vanadium |
7.1( Ti) |
- |
500 |
|
Titanium |
7.1(Cr) |
- |
500 |
|
Chromium |
7.1(Mo) |
- |
500 |
|
Molybdenum |
7.1(CE) |
- |
500 |
|
Carbon Equivalent |
7.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
7.1( Nitrogen%) |
- |
1500 |
|
NItrogen |
Cl. 16(Weight) |
- |
500 |
|
Weight |
Cl 11(Expansion Test) |
- |
2000 |
|
Expansion Test |
Cl. 15(Thickness) |
- |
500 |
|
Dimension |
Cl. 15(Width) |
- |
500 |
|
Dimension |
Cl. 8.3, Table 6 & 7( Elongation at 5.65√A Gauge length) |
- |
5000 |
|
Elongation |
Cl. 8.3, Table 6 & 7(Elongation at 80 mm gauge length) |
- |
5000 |
|
Elonagtion |
Cl. 8.3, Table 6 & 7(Elongation at 50 mm gauge length) |
- |
5000 |
|
Elongation |
Cl. 8.3, Table 6 & 7(Yield strength) |
- |
5000 |
|
Yield Strength |
|
Complete
|
|
- |
Included w.e.f.
10.05.2019. |
80 |
IS 11513 (2017) |
Hot rolled carbon steel strip for cold rolling purposes - Specification (Second Revision) |
All |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(Workmanship) |
- |
500 |
|
Freedom From Defects |
Cl 9(Length, Width, Thickness, Crown, Edge Camber & Difference in Thickness Across Width ) |
- |
1000 |
|
Dimension |
6.1(Carbon %) |
- |
500 |
|
Carbon |
6.1(Manganese %) |
- |
500 |
|
Manganese |
6.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
6.1(Sulphur %) |
- |
500 |
|
Sulphur |
6.1(Silicon %) |
- |
500 |
|
Silicon |
6.1( Copper %) |
- |
100 |
|
Copper |
6.1( Aluminium %) |
- |
500 |
|
Aluminium |
6.1( Nb) |
- |
500 |
|
Niobium |
6.1(V) |
- |
500 |
|
Vanadium |
6.1( Ti) |
- |
500 |
|
Titanium |
6.1(Boron) |
- |
500 |
|
Boron |
6.1(Microalloying) |
- |
500 |
|
Microalloying |
6.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
Cl. 10(Weight) |
- |
500 |
|
Weight |
Cl. 9.3(Crown) |
- |
300 |
|
Dimension |
Cl.9.3.1(Difference in Thickness) |
- |
300 |
|
Dimension |
Cl. 9.5(Edge Camber) |
- |
300 |
|
Dimension |
Cl.9(Thickness) |
- |
300 |
|
Dimension |
Cl.9(Width) |
- |
300 |
|
Dimension |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019 |
81 |
IS 15622 (2017) |
Pressed Ceramic Tiles - Specification (First Revision) |
All |
-
|
40000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 table 5, i a (Length-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 5,i a (width-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 5, i b (Thickness- IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 5, i c(Straigthness of side-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 5, i d(Rectangularity-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 5, i e(Surface flatness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 5, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
Surface Quality |
6 table 5, ii a(Water Absorption-IS 13630(pt-2)) |
- |
1000 |
|
Water Absorption |
6 table 5, ii b(Module of rupture -IS 13630(pt-6)) |
- |
3000 |
|
Modulus |
6 table 5, ii c(Bending Strength-IS 13630(pt-6)) |
- |
1000 |
|
Bending |
6 table 5, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
5000 |
|
Moisture |
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13)) |
- |
3000 |
|
Scratch |
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) ) |
- |
3000 |
|
Linear |
6 table 5, ii h(Impact resistance-IS 13630(pt-14)) |
- |
3000 |
|
Impact |
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5)) |
- |
3000 |
|
Thermal |
6 table 5, ii j(Co-efficient of friction-tiles intended for used on floor ) |
- |
2000 |
|
Coeficient of Friction |
6 table 5, ii k(Crazing resistance-IS 13630(pt-9)) |
- |
12000 |
|
Crazing |
6 table 5, ii m(resistance to surface abrasion of glazed Tilles) |
- |
3000 |
|
Resistance to abrasion |
6 table 6, i a (Length-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 6, i a (width-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 6, i b (Thickness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 6, i c(Straigthness of side-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 6, i d(Rectangularity-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 6, i e(Surface flatness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 6, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
Surface Quality |
6 table 6, ii a(Water Absorption-IS 13630(pt-2) ) |
- |
1000 |
|
Water Absorption |
6 table 6, ii b(Module of rupture -IS 13630(pt-6)) |
- |
3000 |
|
Modulus |
6 table 6, ii c(Bending Strength-IS 13630(pt-6)) |
- |
3000 |
|
Bending |
6 table 6, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
5000 |
|
Moisture |
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
3000 |
|
scratch |
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
3000 |
|
Abrasion |
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) ) |
- |
3000 |
|
Thermal Shock |
6 table 6, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
12000 |
|
Crazing |
6 table 6, ii k(Impact resistance-IS 13630(pt-14)) |
- |
3000 |
|
Impact |
6 table 6, ii m(Co-efficient of friction-tiles intended for used on floor ) |
- |
2000 |
|
Co-efficient of friction |
6 table 6, ii n(Forst resistance-IS 13630(pt-10)) |
- |
18000 |
|
Frost |
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
3000 |
|
Deep Abrasion |
6 table 7, i a (Length-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 7, i a (width-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 7, i b (Thickness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 7, i c(Straigthness of side-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 7, i d(Rectangularity-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 7, i e(Surface flatness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 7, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
Surface Quality |
6 table 7, ii a(Water Absorption-IS 13630(pt-2) ) |
- |
1000 |
|
Water absorption |
6 table 7, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
3000 |
|
Modulus |
6 table 7, ii c(Bending Strength-IS 13630(pt-6)) |
- |
3000 |
|
Bending |
6 table 7, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
5000 |
|
Moisture |
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13)) |
- |
3000 |
|
Scratch |
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
3000 |
|
Surface Abrasion |
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) ) |
- |
3000 |
|
Linear Expansion |
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) ) |
- |
3000 |
|
Thermal Shock |
6 table 7, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
12000 |
|
Crazing |
6 table 7, ii k(Impact resistance-IS 13630(pt-14)) |
- |
3000 |
|
Impact |
6 table 7, ii m(Co-efficient of friction-tiles intended for used on floor ) |
- |
2000 |
|
Co-efficient of friction |
6 table 7, ii n(Forst resistance-IS 13630(pt-10)) |
- |
18000 |
|
Frost |
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
3000 |
|
Deep Abrasion |
6 table 8, i a (Length-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 8, i a (width-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 8, i b (Thickness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 8, i c(Straigthness of side-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 8, i d(Rectangularity-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 8, i e(Surface flatness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 8, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
Surface |
6 table 8, ii a(Water Absorption-IS 13630(pt-6) ) |
- |
1000 |
|
Water Absoption |
6 table 8, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
3000 |
|
Modulus |
6 table 8, ii c(Bending Strength-IS 13630(pt-6)) |
- |
3000 |
|
Bending |
6 table 8, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
5000 |
|
Moisture |
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
3000 |
|
Scratch |
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
3000 |
|
Surface Abrasion |
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) ) |
- |
3000 |
|
Linear Expansion |
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) ) |
- |
3000 |
|
Thermal Shock |
6 table 8, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
12000 |
|
Crazing |
6 table 8, ii k(Impact resistance-IS 13630(pt-14)) |
- |
3000 |
|
impact |
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor ) |
- |
2000 |
|
Co-efficient of Friction |
6 table 8, ii n(Forst resistance-IS 13630(pt-10)) |
- |
18000 |
|
Frost |
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
3000 |
|
Deep Abrasion |
6 table 8, ii q(Bulk Density-IS13630(pt-2)) |
- |
1000 |
|
Bulk Density |
6 table 9, i a (Length-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 9, i a (width-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 9, i b (Thickness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 9, i c(Straigthness of side-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 9, i d(Rectangularity-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 9, i e(Surface flatness-IS 13630(pt-1)) |
- |
1000 |
|
Dimension |
6 table 9, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
Surface |
6 table 9, ii a(Water Absorption-IS 13630(pt-6) ) |
- |
1000 |
|
Water Absorption |
6 table 9, ii c(Bending Strength-IS 13630(pt-6)) |
- |
3000 |
|
Bending |
6 table 9, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
5000 |
|
Moisture |
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
3000 |
|
Surface Abrasion |
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C ) |
- |
3000 |
|
Linear Exdpansion |
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5)) |
- |
3000 |
|
Thermal Shock |
6 table 9, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
12000 |
|
Crazing |
6 table 9, ii k(Impact resistance-IS 13630(pt-14)) |
- |
3000 |
|
Impact |
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor ) |
- |
2000 |
|
Coefficient of Friction |
6 table 9, ii n(Forst resistance-IS 13630(pt-10)) |
- |
18000 |
|
Frost |
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
3000 |
|
Deep Abrasion |
6 table 9, ii q(Bulk Density-) |
- |
1000 |
|
Bulk Density |
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8)) |
- |
2000 |
|
Staining |
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8)) |
- |
2000 |
|
Household |
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its
compounds – Glazed tiles-IS 13630(pt-8)) |
- |
2000 |
|
Acids |
6 table 6, iii a(Resistance to staining of glazed Tilles) |
- |
2000 |
|
Staining |
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
2000 |
|
Household |
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
2000 |
|
Acids |
6 table 7, iii a(Resistance to staining of glazed Tilles) |
- |
2000 |
|
Staining |
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
2000 |
|
Household |
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
2000 |
|
acids |
6 table 8, iii a(Resistance to staining of glazed Tilles) |
- |
2000 |
|
Staining |
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
2000 |
|
Household |
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
2000 |
|
Acids |
6 table 9, iii a(Resistance to staining ) |
- |
2000 |
|
Staining |
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
2000 |
|
Household |
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
2000 |
|
Acids |
CLAUSE NO. 5.2(Shapes and Sizes) |
- |
- |
|
- |
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture) |
- |
- |
|
- |
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage) |
- |
- |
|
- |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019. |
82 |
IS 277 (2018) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
All |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8.1(UTM) |
- |
2000 |
|
Tensile Test |
Cl 8.2(Press) |
- |
1000 |
|
Bend Test |
Cl 12(Workmanship) |
- |
500 |
|
Freedom from Defects (Workmanship) |
Cl 13(Weight) |
- |
500 |
|
Weight |
Cl 14(Length, Width & Thickness) |
- |
500 |
|
Dimensions |
Cl 10(Galvanising Test) |
- |
1000 |
|
mass of Zinc Coating |
Cl. 8.1 (Cl. 8.1 (Tensile Strength)) |
- |
2000 |
|
Tensile Strength |
Cl.12(Freedom from defects) |
- |
500 |
|
Freedom from Defects |
Cl. 14 (Cl. 14 & Cl 15 (Length)) |
- |
500 |
|
Dimensions |
Cl. 8.1 (Cl. 8.1 (Yield Stress)) |
- |
2000 |
|
Yield Stress |
Cl. 8.1 (Cl. 8.1 (Percentage Elongation )) |
- |
2000 |
|
Elongation |
Cl. 14 (Cl. 14 & Cl 15 (Width)) |
- |
500 |
|
Dimensions |
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness)) |
- |
500 |
|
Dimensions |
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal)) |
- |
500 |
|
Dimensions |
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Pitch of Corrugation)) |
- |
500 |
|
Dimensions |
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Depth of Corrugation)) |
- |
500 |
|
Dimensions |
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation)) |
- |
500 |
|
Dimensions |
Cl.15.1.3.1(Overall width after corrugation) |
- |
500 |
|
Dimensions |
Cl.15.1.3.1(Overall width before corrugation) |
- |
500 |
|
Dimensions |
Cl. 9(Surface roughness) |
- |
1500 |
|
Surface Roughness |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019. |
83 |
IS 16046 : Part 1 (2018) |
Secondary Cells and Batteries Containing Alkaline or Other Non-Acid Electrolytes ” Safety Requirements for Portable Sealed Secondary Cells and for Batteries Made from Them for Use in Portable Applications Part 1 Nickel Systems ( Second Revision ) |
All |
-
|
50000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(General Safety Considerations) |
- |
1000 |
|
- |
4(Parameter Measurement Tolerances) |
- |
1000 |
|
- |
5.1(General) |
- |
1000 |
|
- |
5.2(Insulation and Wiring) |
- |
5000 |
|
- |
5.3(Venting) |
- |
1000 |
|
- |
5.4(Temperature, Voltage and Current Management) |
- |
1000 |
|
- |
5.5(Terminal Contacts) |
- |
1000 |
|
- |
5.6(Assembly of Cells into batteries) |
- |
1000 |
|
- |
5.7(Quality Plan) |
- |
1000 |
|
- |
6(Tyoe Test amd Sample Size) |
- |
1000 |
|
- |
7(Specific requirements and tests) |
- |
5000 |
|
- |
7.1(Charging procedure for test purposes) |
- |
5000 |
|
- |
7.2(Intended Use) |
- |
25000 |
|
- |
7.3(Reasonably foreseeable misuse) |
- |
25000 |
|
- |
8.1(General) |
- |
1000 |
|
- |
8.2(Small Cell and battery safety information) |
- |
2000 |
|
- |
9(Marking) |
- |
1000 |
|
- |
9.1(Cell Marking) |
- |
1000 |
|
- |
9.2(Battery Marking) |
- |
1000 |
|
- |
9.3(Caution for ingestion of small cells and batteries) |
- |
2000 |
|
- |
9.4(Other information) |
- |
1000 |
|
- |
10(Packaging) |
- |
1000 |
|
- |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019 |
84 |
IS 16046 : Part 2 (2018) |
Secondary Cells and Batteries Containing Alkaline or Other Non-Acid Electrolytes ” Safety Requirements for Portable Sealed Secondary Cells and for Batteries Made from Them for Use in Portable Applications Part 2 Lithium Systems ( Second Revision ) |
- |
-
|
50000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Parameter Measurement Tolerances) |
- |
1000 |
|
- |
5(General Safety Considerations) |
- |
1000 |
|
- |
5.1(General) |
- |
1000 |
|
- |
5.2(Insulation and Wiring) |
- |
5000 |
|
- |
5.3(Venting) |
- |
2000 |
|
- |
5.4(Temperature, Voltage and Current Management) |
- |
2000 |
|
- |
5.5(Terminal Contacts) |
- |
3000 |
|
- |
5.6(Assembly of Cells into batteries) |
- |
2000 |
|
- |
5.7(Quality Plan) |
- |
1000 |
|
- |
6(Type Test and Sample Size) |
- |
5000 |
|
- |
7(Specific requirements and tests) |
- |
5000 |
|
- |
7.1(Charging procedure for test purposes) |
- |
5000 |
|
- |
7.2(Intended Use) |
- |
25000 |
|
- |
7.3(Reasonably foreseeable misuse) |
- |
25000 |
|
- |
8(Information for safety) |
- |
2000 |
|
- |
8.1(General) |
- |
1000 |
|
- |
8.2(Small Cell and battery safety information) |
- |
3000 |
|
- |
9.1(Cell Marking) |
- |
1000 |
|
- |
9.2(Battery Marking) |
- |
1000 |
|
- |
9.3(Caution for ingestion of small cells and batteries) |
- |
1000 |
|
- |
9.4(Other information) |
- |
1000 |
|
- |
10(Packaging) |
- |
2000 |
|
- |
|
Complete
|
|
- |
REVISED VERSION
Included w.e.f.
02.04.2019 |
85 |
IS 1835 (1976) |
Specification for round steel wire for ropes (Third Revision) |
All |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl 8(Manufacturing ) |
- |
2000 |
|
Tensile Test |
Cl 10(Diameter) |
- |
500 |
|
Dimension |
Cl 11.2(Workmanship) |
- |
1000 |
|
Uniformity of ZInc Coating |
Cl 11.3(Coating Test) |
- |
1000 |
|
Mass of Zinc Coating |
Cl 12.2(UTM) |
- |
2000 |
|
Tensile Test |
Cl 12.3(Torsion) |
- |
2000 |
|
Torsion Test |
Cl 12.4(Reverse Bend) |
- |
2000 |
|
Reverse Bend Test |
Cl 12.5(Wrap) |
- |
2000 |
|
Wrapping Test |
Cl 12.6(Adhesion ) |
- |
2000 |
|
Adhesion Test |
|
Complete
|
|
- |
Included w.e.f.
10.05.2019. |
86 |
IS 432 : Part 1 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars |
All |
-
|
3150 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5.1(Workmanship) |
- |
300 |
|
NA |
Cl 6.2(Diameter & Ovality) |
- |
300 |
|
Diemsions |
Cl 6.2(Weight) |
- |
300 |
|
Dimensions |
Cl 8.2(Bend test) |
- |
1500 |
|
(Yield Stress) |
Cl 9.3(Press) |
- |
750 |
|
Bend |
Cl 8(Physical Requirements) |
- |
1500 |
|
Tensile Strength |
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation) |
- |
1500 |
|
Elongation |
Clause -4, 4.3(TITANIUM) |
- |
1500 |
|
Titanium |
Clause -4, 4.2(VANADIUM) |
- |
1500 |
|
Vanadium |
Clause -4, 4.1(NIOBIUM) |
- |
1500 |
|
Niobium |
Clause -4, 4.1(Molybdenum) |
- |
750 |
|
Molybdenum |
Clause -4, 4.1(Chromium) |
- |
750 |
|
Chromium |
Clause -4, 4.1(Nickel) |
- |
1500 |
|
Nickle |
Clause -4, 4.1( ALUMINIUM) |
- |
750 |
|
Aluminium |
Clause -4, 4.1(SILICON) |
- |
500 |
|
Silicon |
Clause -4, 4.1(NITROGEN) |
- |
1500 |
|
NItrogen |
Clause -4, 4.1(MANGANESE) |
- |
500 |
|
Manganese |
Clause -4, 4.1(PHOSPHURS) |
- |
500 |
|
Phosphorous |
Clause -4, 4.1(SULPHUR) |
- |
500 |
|
Sulphur |
Clause -4, 4.1( CARBON) |
- |
500 |
|
Carbon |
Cl 6.1(Diameter) |
- |
300 |
|
Dimension |
Clause 8.1(Yield Stress) |
- |
1500 |
|
Yield Stress |
Clause 8.1(Elongation) |
- |
1500 |
|
Elongation |
|
Complete
|
|
- |
- |
87 |
IS 432 : Part 2 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire |
All |
-
|
5850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4.1(Workmanship) |
- |
500 |
|
NA |
Cl 5 & 6(Diameter) |
- |
500 |
|
DIMENSIONS |
Cl 7(UTM) |
- |
2000 |
|
Tensile |
Cl 8.3(Bending To Both Side At 90°, Then Straight) |
- |
1500 |
|
Reverse Bend |
Clause 3.1.1(Sulphur) |
- |
500 |
|
Sulphur |
Clause 3.1.1(Phosphorus) |
- |
500 |
|
Phosphorous |
Clause 7.1(Ultimate Tensile Stress) |
- |
2000 |
|
Tensile Strength |
Cl. 7.1(Proof Stress 0.2 %) |
- |
2000 |
|
Proof Stress 0.2 % |
Cl. 7.1(Elongation) |
- |
2000 |
|
Elongation |
Cl. 6.2(Length) |
- |
500 |
|
Dimensions |
|
Complete
|
|
- |
- |
88 |
IS 1785 : Part 2 (1983) |
Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision) |
All |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5.1(Diameter) |
- |
500 |
|
Dimensions |
Cl 5.1.2(Weight) |
- |
500 |
|
Dimension |
Cl 6.1(Tensile Test On UTM) |
- |
3000 |
|
Tensile Test |
Cl 6.2(Tensile Test On UTM) |
- |
3000 |
|
Tensile Test |
Cl 6.3(Tensile Test On UTM) |
- |
1500 |
|
Reverse Bend |
Cl. 7.4(0.2 % Proof Stress ) |
- |
300 |
|
0.2 % Proof Stress |
Cl. 7.5(Ductility/ Reverse Bend Test) |
- |
1500 |
|
Reverse Bend |
Clause 3.3(Workmanship ) |
- |
500 |
|
Workmanship (General) |
Clause 3.4(Surface Finish) |
- |
500 |
|
Surface Finish (Freedom from Defects) |
|
Complete
|
|
- |
- |
89 |
IS 2185 : Part 2 (1983) |
Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision) |
All |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.7(Moisture Movement) |
- |
3000 |
|
- |
8.6(Drying shrinkage) |
- |
7500 |
|
- |
8.5, Table 1(Water Absorption) |
- |
3000 |
|
- |
8.4, Table 1(Compressive strength) |
- |
5000 |
|
- |
8.3(Block Density) |
- |
1000 |
|
- |
3.2.5(Thickness of Web) |
- |
1000 |
|
All Dimension |
3.2.5(Face Shell Thickness) |
- |
1000 |
|
All Dimension |
3.2(Width) |
- |
1000 |
|
All Dimension |
3.2(Height) |
- |
1000 |
|
All Dimension |
3.2(Length) |
- |
1000 |
|
All Dimension |
|
Complete
|
|
- |
- |
90 |
IS 712 (1984) |
Specification for building limes (Third Revision) |
All |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4.1 - Table 1 - i(Calcium and Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973) |
- |
4000 |
|
Calcium and Magnesium Oxides, on ignited basis |
Cl. 4.1 - Table 1 - ii(Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973) |
- |
2000 |
|
Magnesium Oxides, on ignited basis |
Cl. 4.1 - Table 1 - iii(Silica, Alumina and Ferric oxide, on ignited basis - IS 6932 (part 1) : 1973) |
- |
3000 |
|
Silica, Alumina and Ferric oxide, on ignited basis |
Cl. 4.1 - Table 1 - iv(Unhydrated Magnesium oxide, on ignited basis - IS 6932 (part 5) : 1973) |
- |
1000 |
|
Unhydrated Magnesium oxide, on ignited basis |
Cl. 4.1 - Table 1 - v(Insoluble Residue in dilute acid and alkali, on ignited basis - IS 6932 (part 1) : 1973) |
- |
1500 |
|
Insoluble Residue in dilute acid and alkali, on ignited basis |
Cl. 4.1 - Table 1 - vi(Carbondioxide on oven dried basis - IS 6932 (part 2) : 1973) |
- |
2000 |
|
Carbondioxide on oven dried basis |
Cl. 4.1 - Table 1 - vii(Free moisture content - IS 1514 : 1959) |
- |
2000 |
|
Free moisture content |
Cl. 4.1 - Table 1 - viii(Available lime as CaO (dry basis) - IS 1514 : 1959) |
- |
3000 |
|
Available lime as CaO (dry basis) |
cl 4, Table 2(Physical reqd) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (i) a)
(Fineness- (Residue on 2.36 mm IS Sieve)) |
- |
3000 |
|
Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve |
Clauses 5.1 Table No. 2, SI No. (i) b)
(Fineness- (Residue on 300 micron IS Sieve)) |
- |
3000 |
|
Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve |
Clauses 5.1 Table No. 2, SI No. (i) c)
(Fineness- (Residue on 212 micron IS Sieve)) |
- |
3000 |
|
Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve |
Clauses 5.1 Table No. 2, SI No. (ii) a)
(Residue on slaking (Residue on 850 micron IS sieve)) |
- |
5000 |
|
Residue on slaking,
Residue on 850micron and 300 micron IS sieve |
Clauses 5.1 Table No. 2, SI No. (ii) b)
(Residue on slaking (Residue on 300 micron IS sieve)) |
- |
5000 |
|
Residue on slaking,
Residue on 850micron and 300 micron IS sieve |
Clauses 5.1 Table No. 2, SI No. (iii) a)
(Initial Setting time) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (iii) b)
(Final Setting time) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (iv) a)
(Compressive strength at 14 days) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (iv) b)
(Compressive strength at 28 days) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (v)
(Transverse strength at 28 days) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (vi)
(Workability Bumps) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (vii)
(Volume yield) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (viii)
(Soundness- Le chatelier Expansion) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
Clauses 5.1 Table No. 2, SI No. (ix)
(Popping Pitting) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
|
Complete
|
|
- |
Included w.e.f.
10.05.2019. |