1 |
IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
- |
-
|
8000 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 |
|
- |
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
1000 |
|
- |
Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
1000 |
|
- |
Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
1000 |
|
- |
10.3(Thickness - IS 4923) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
2 |
IS 277 (2018) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
- |
-
|
4000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 14(Length, Width & Thickness) |
- |
1000 |
|
- |
6(Yield Strength-IS:1608(P1)) |
- |
500 |
|
- |
6(Elongation-IS:1608(P1)) |
- |
500 |
|
- |
6(Tensile Strength-IS:1608(P1)) |
- |
500 |
|
- |
Cl 10(Galvanising Test) |
- |
2000 |
|
- |
5.1(carbon) |
- |
500 |
|
- |
5.1(manganese) |
- |
500 |
|
- |
5.1(sulphur) |
- |
500 |
|
- |
5.1(phosphorus) |
- |
500 |
|
- |
5.1(phosphorus) |
- |
500 |
|
- |
5.1(Titanium) |
- |
500 |
|
- |
7.4(Mass of Coating: Single Spot Test) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
3 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
- |
-
|
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Colour) |
- |
1000 |
|
- |
7(Visual Appearance) |
- |
1000 |
|
- |
8.1(Hydraulic characteristics) |
- |
5000 |
|
- |
8.2(Reversion) |
- |
1000 |
|
- |
8.3(Density) |
- |
2000 |
|
- |
8.4(Melt Flow Rate) |
- |
2000 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
1500 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
1000 |
|
- |
|
Complete
|
|
- |
Excluding: Anti-oxidant text (Cl.5.2) |
4 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
415/415D/415S/500/500D/500S/550/550D/600/650/700 |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Carbon %) |
- |
500 |
|
- |
4.1(Sulphur %) |
- |
500 |
|
- |
4.1(Phosphorus %) |
- |
500 |
|
- |
4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
4000 |
|
- |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
999.99 |
|
- |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
4000 |
|
- |
Cl. 8.1 Table 3(TS/YS ratio) |
- |
1000 |
|
- |
Cl. 9.3, Table 4(Bend Test ) |
- |
2000 |
|
- |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
2000 |
|
- |
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000.01 |
|
- |
|
Complete
|
|
- |
Exclusion Pull out Test (Cl.5) |
5 |
IS 7098 : Part 1 (1988) |
Specification for crosslinked polyethylene insulated pvc sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision) |
XLPE insulated, PVC sheathed, armoured cable |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
15.1 a) i)(Annealing Test ( For copper wire ) ) |
- |
1000 |
|
-- |
15.1 a) iv)(Resistance test - Main conductor) |
- |
1500 |
|
- |
15.1 a) iv)(Resistance test - Neutral conductor) |
- |
500 |
|
- |
9.2(Thickness of Insulation - Average) |
- |
500 |
|
- |
9.3(Thickness of Insulation - Minimum) |
- |
500 |
|
- |
14.3(Thickness of outer sheath - AVERAGE) |
- |
500 |
|
- |
14.3(Thickness of outer sheath - minimum) |
- |
500 |
|
- |
15.1 d) i) (Phyaical tests for insulation : Tensile Test) |
- |
1000 |
|
- |
15.1 d) i) (Phyaical tests for insulation : Elongation) |
- |
500 |
|
- |
15.1 e) i) (Physical tests for outer sheath : Tensile stregth) |
- |
500 |
|
- |
15.1 e) i) (Physical tests for outer sheath : Elongation) |
- |
500 |
|
- |
15.1 d) iii) (Phyaical tests for insulation : Hot set ) |
- |
1000 |
|
- |
15.1 d) iv) (Phyaical tests for insulation : Shrinkage ) |
- |
500 |
|
- |
15.1 d) iv) (Phyaical tests for insulation : Shrinkage - Crack observed ) |
- |
500 |
|
- |
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage ) |
- |
250 |
|
- |
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed ) |
- |
250 |
|
- |
15.1 e) iii) (Sheath: Loss of mass in air oven) |
- |
1000 |
|
- |
15.1 e) v) (Sheath : Hot deformation) |
- |
500 |
|
- |
15.1 e) vi) (Sheath : Heat shock test) |
- |
500 |
|
- |
15.1 e) vii) (Sheath : Thermalstability) |
- |
1000 |
|
- |
15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity ) |
- |
2000 |
|
- |
16.2(HIGH VOLTAGE TEST ) |
- |
2000 |
|
- |
16.3(FLAMMABILITY TEST : Unaffected length ) |
- |
500 |
|
- |
16.3(FLAMMABILITY TEST : Period of Burning ) |
- |
500 |
|
- |
13.6 f)(ARMOURING: Mass of zinc coating ) |
- |
1000 |
|
- |
13.6 e)(ARMOURING: Uniformity of zinc coating) |
- |
1000 |
|
- |
13.1.2(Armouring: Coverage ) |
- |
500 |
|
- |
13.6 a)(ARMOURING: Tensile Strength) |
- |
500 |
|
- |
15.1 a) ii)(Tensile test (for aluminium) - Before stranding ) |
- |
500 |
|
- |
15.1 a) ii)(Tensile test (for aluminium) - After stranding ) |
- |
500 |
|
- |
16.13(Test for Halogen Acid Gas Evolution) |
- |
2000 |
|
- |
16.14(Temperature Index) |
- |
2000 |
|
- |
16.9(Oxygen Index Test) |
- |
2000 |
|
- |
|
Complete
|
|
- |
Exclusion: Cl.16.15 (Smoke Density) |
6 |
IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
Siliceous/ Calcareous |
-
|
13500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
2000 |
|
-- |
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
2000 |
|
-- |
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
3000 |
|
-- |
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
1000 |
|
-- |
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
2000 |
|
- |
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
500 |
|
- |
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
500 |
|
- |
5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
2500 |
|
- |
|
Complete
|
|
- |
- |
7 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iii b(Setting Time Final) |
- |
500 |
|
-- |
7 Table-3 iii a(Setting Time Initial) |
- |
500 |
|
-- |
7 Table-3 ii b(Expansion after aeration) |
- |
1000 |
|
-- |
7 Table-3 ii b(Expansion by Autoclave) |
- |
1000 |
|
-- |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
2000 |
|
-- |
7 Table-3 i.(Fineness) |
- |
1000 |
|
-- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
500 |
|
-- |
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
6.1 Table-2 viii(Alkali content) |
- |
1000 |
|
- |
6.1 Table-2 vii(Chloride content) |
- |
500 |
|
- |
6.1 Table-2 vi(Loss on ignition) |
- |
500 |
|
- |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
500 |
|
- |
6.1 Table-2 iv(Magnesia) |
- |
1000 |
|
- |
6.1 Table-2 iii.(Insoluble residue) |
- |
500 |
|
- |
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide) |
- |
500 |
|
- |
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
8 |
IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
PVC insulated, unsheathed and sheathed cable/cords |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Annealing test (for copper)) |
- |
1000 |
|
- |
4.2(Conductor resistance test) |
- |
1500 |
|
- |
5.3(Thickness of Insulation) |
- |
500 |
|
- |
8.3(Thickness of Sheath) |
- |
500 |
|
- |
9(Overall dimensions) |
- |
500 |
|
- |
Table 1 iii) c) 1)(Tensile strength (Without ageing)) |
- |
1000 |
|
- |
Table 1 iii) c) 1)(Elongation (Without ageing)) |
- |
1000 |
|
- |
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing)) |
- |
500 |
|
- |
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing)) |
- |
500 |
|
- |
Table 1 iii) c) 2)(Loss of mass- Insulation ) |
- |
1000 |
|
- |
Table 1 iii) d) 2)(Loss of mass- Sheath ) |
- |
500 |
|
- |
Table 1 iii) c) 4)(Shrinkage-Insulation) |
- |
500 |
|
- |
Table 1 iii) d) 4)(Shrinkage- Sheath ) |
- |
500 |
|
- |
Table 1 iii) c) 5)(Heat shock-Insulation ) |
- |
500 |
|
- |
Table 1 iii) d) 5)(Heat shock-Sheath ) |
- |
500 |
|
- |
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation) |
- |
500 |
|
- |
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath ) |
- |
500 |
|
- |
Table 1 iii) c) 7)(Thermal stability- Insulation ) |
- |
500 |
|
- |
Table 1 iii) d) 7)(Thermal stability- Sheath ) |
- |
500 |
|
- |
10.2(HV (room temperature)) |
- |
1000 |
|
- |
10.1(HV (water immersion)) |
- |
3000 |
|
- |
table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
1000 |
|
- |
table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
1000 |
|
- |
10.4(Flammability test- Unaffected portion) |
- |
300 |
|
- |
10.4(Flammability test-Burning after flame removal) |
- |
200 |
|
- |
Table 1 iii) d) 9)(Cold impact for sheath) |
- |
500 |
|
- |
Table 1 iii) c) 8)(Cold bend for insulation) |
- |
500 |
|
- |
Table 1 iii) d) 8)(Cold bend for sheath) |
- |
500 |
|
- |
4.1(Tensile test (for Al)-Before Stranding) |
- |
500 |
|
- |
4.1(Tensile test (for Al)- After Stranding) |
- |
500 |
|
- |
10.5(Oxygen index) |
- |
2000 |
|
- |
10.6(Test for Halogen Acid Gas Evolution) |
- |
2000 |
|
- |
10.7(Temperature index) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |
9 |
IS 14543 (2016) |
Packaged drinking water (Other Than Packaged Natural Mineral Water) - Specification (Second Revision) |
- |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2.1(Escherichia coli (or thermotolerant bacteria)) |
- |
1000 |
|
- |
5.4 i)(Dieldrin) |
- |
1000 |
|
- |
5.4 i)(Malaoxon) |
- |
1000 |
|
- |
5.4 i)(Malathion) |
- |
1000 |
|
- |
5.4 i)(Methyl Parathion) |
- |
1000 |
|
- |
5.4 i)(Atrazine) |
- |
1000 |
|
- |
5.4 i)(Alachlor) |
- |
1000 |
|
- |
5.4 i)(Butachlor) |
- |
1000 |
|
- |
5.4 i)(Methyl Paraoxon) |
- |
1000 |
|
- |
5.4 i)(phorate sulphone) |
- |
1000 |
|
- |
5.4 i)(Phorate sulphoxide) |
- |
1000 |
|
- |
5.4 i)(Phorate) |
- |
1000 |
|
- |
5.4 i)(Chlorpyrifos) |
- |
1000 |
|
- |
5.4 i)(Ethion) |
- |
1000 |
|
- |
5.4 i)(alpha-Endosulfan) |
- |
1000 |
|
- |
5.4 i)(Gamma-HCH (Lindane)) |
- |
1000 |
|
- |
5.4 i)(beta-HCH) |
- |
1000 |
|
- |
5.4 i)(alpha-HCH) |
- |
1000 |
|
- |
5.4 i)(p,p DDD) |
- |
1000 |
|
- |
5.4 i)(o,p DDD) |
- |
1000 |
|
- |
5.4 i)(o,p DDE) |
- |
1000 |
|
- |
5.4 i)(p,p DDE) |
- |
1000 |
|
- |
5.4 i)(p,p DDT) |
- |
1000 |
|
- |
5.4 i)(o,p DDT) |
- |
1000 |
|
- |
5.4 i)(Monocrotophos) |
- |
1000 |
|
- |
5.4 i)(beta-Endosulfan) |
- |
1000 |
|
- |
5.4 i)(Endosulfan Sulphate) |
- |
1000 |
|
- |
5.4 i)(2,4-D) |
- |
1000 |
|
- |
5.4 i)(Isoproturon) |
- |
1000 |
|
- |
5.3 Table-3 vii(Nickel (as Ni)) |
- |
1000 |
|
- |
5.3 Table-3 vi(Chromium (as Cr)) |
- |
1000 |
|
- |
5.3 Table-3 v(Lead (as Pb)) |
- |
1000 |
|
- |
5.3 Table-3 iii(Arsenic (as As)) |
- |
1000 |
|
- |
5.3 Table-3 ii(Cadmium (as Cd)) |
- |
1000 |
|
- |
5.3 Table-2 xxiv(Borates (as B)) |
- |
1000 |
|
- |
5.3 Table-2 xxiii(Antimony (as Sb)) |
- |
1000 |
|
- |
5.3 Table-2 xii(Selenium (as Se),) |
- |
1000 |
|
-- |
5.3 Table-2 x(Aluminium (as Al)) |
- |
1000 |
|
- |
5.3 Table-2 ix(Silver (as Ag)) |
- |
1000 |
|
- |
5.3 Table-2 viii(Zinc (as Zn)) |
- |
1000 |
|
- |
5.3 Table-2 iv(Manganese (as Mn)) |
- |
1000 |
|
- |
5.3 Table-2 iii(Iron (as Fe),) |
- |
1000 |
|
- |
5.3 Table-2 ii(Copper (as Cu)) |
- |
1000 |
|
- |
5.3 Table-2 i(Barium (as Ba)) |
- |
1000 |
|
- |
5.3 Table-1vi(pH) |
- |
1000 |
|
- |
5.3 Table-1 iv(Turbidity) |
- |
1000 |
|
- |
5.3 Table-2vii(Fluoride (as F)) |
- |
1000 |
|
- |
5.3 Table-2 vi(Nitrite (as NO2)) |
- |
1000 |
|
- |
5.3 Table-2 v(Nitrate (as NO3)) |
- |
1000 |
|
- |
5.3 Table-2 xiii(Sulphate (as SO4),) |
- |
1000 |
|
- |
5.3 Table-2 xvii(Sodium (as Na)) |
- |
1000 |
|
- |
5.3 Table-2 xviii(Residual free chlorine) |
- |
1000 |
|
- |
5.3 Table-2 xx(Mineral oil) |
- |
1000 |
|
- |
5.3 Table-3 i(Mercury (as Hg)) |
- |
1000 |
|
- |
5.3 Table-3 ix
(Polynuclear aromatic hydrocarbons) |
- |
1000 |
|
- |
5.3 Table-3 viii
(Polychlorinated biphenyle (PCB)) |
- |
1000 |
|
- |
5.3 Table-2 xi(Chloride (as Cl)) |
- |
1000 |
|
- |
5.3 Table-1 i(Colour) |
- |
1000 |
|
- |
5.3 Table-2 xiv(Alkaliniity (as HCO3)) |
- |
1000 |
|
- |
5.3 Table-2 xv(Calcium (as Ca),) |
- |
1000 |
|
- |
5.3 Table-2 xvi(Magnesium (as Mg)) |
- |
1000 |
|
- |
5.3 Table-2 xix
(Phenolic compounds (as C6H5OH)) |
- |
1000 |
|
- |
5.3 Table-2 xxii(Sulphide (as H2S)) |
- |
1000 |
|
- |
5.3 Table-3 iv
(Cyanide (as CN)) |
- |
1000 |
|
- |
5.3 Table-1 ii(Odour) |
- |
1000 |
|
- |
5.3 Table-1 iii(Taste) |
- |
1000 |
|
- |
5.3 Table-1 v(Total dissolved solids) |
- |
1000 |
|
- |
5.3 Table-2 xxi
(Anionic surface active agents (as MBAS)) |
- |
1000 |
|
- |
5.4 i)(Delta-HCH) |
- |
1000 |
|
- |
5.3 Table-2 xxv(Bromates (as BrO3),) |
- |
1000 |
|
- |
5.4(ii)(Total Pesticide Residues / USEPA 525.2-1995 (Rev 2)
USEPA 8141A – 1994 (Rev I)
USEPA 507-1989 (Rev 2)
USEPA 1657A – 2000
USEPA 508-1989 (Rev 3)
USEPA 515.1 – 1995
USEPA 532 – 2000 (Rev 1) |
- |
10000 |
|
- |
5.2.9(Vibrio parahaemolyticus) |
- |
1000 |
|
- |
5.2.9(Vibrio cholera) |
- |
1000 |
|
- |
5.2.8(Shigella) |
- |
1000 |
|
- |
5.2.8(Salmonella) |
- |
1000 |
|
- |
5.2.7(Yeast and Mould) |
- |
1000 |
|
- |
5.2.6(Aerobic Microbial Count at 37°C) |
- |
1000 |
|
- |
5.2.6(Aerobic Microbial Count at 20-22°C) |
- |
1000 |
|
- |
5.2.5(Pseudomonas Aeruginosa) |
- |
1000 |
|
- |
5.2.4(Sulphite Reducing Anaerobes) |
- |
1000 |
|
- |
5.2.3(Staphylococcus Aureus) |
- |
1000 |
|
- |
5.2.3(Faecal Streptococci) |
- |
1000 |
|
- |
5.2.2(Coliform) |
- |
1000 |
|
- |
5.4 i)(Aldrin) |
- |
1000 |
|
- |
5.3(Description) |
- |
1000 |
|
- |
10.0(Water potability test - odour) |
- |
1000 |
|
- |
4.6.6(Overall Migration-caps) |
- |
1000 |
|
- |
4.6.5(Overall Migration-bottles) |
- |
1000 |
|
- |
4.6.4(Drop test) |
- |
1000 |
|
- |
4.6.3( Air pressure leakage test) |
- |
500 |
|
- |
4.6.3( Vibration leakage test ) |
- |
1000 |
|
- |
4.6.3( Clousure leakage test) |
- |
500 |
|
- |
4.6.2(Transparency) |
- |
1000 |
|
- |
4.5(Thickness- Bottom) |
- |
500 |
|
- |
4.5(Thickness- Middle) |
- |
500 |
|
- |
4.5(Thickness- Top) |
- |
500 |
|
- |
4.4(Brirnful Capacity ) |
- |
1000 |
|
- |
4.2(Design, Shape & Dimension) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
10 |
IS 4454 : Part 1 (2001) |
Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision) |
SL/SM/DM/SH/DH 5 mm |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(Workmanship) |
- |
500 |
|
- |
Cl 9(Diameter & Difference Between Two Reading On Any Two Diameters) |
- |
500 |
|
- |
Cl 10(Tensile Test, Wrap Test, Torsion Test, Bend Test, Coiling and Stretching, Cast of wire, Deep Etch Test & Decarburization Test) |
- |
4000 |
|
- |
7.1, 7.2(carbon) |
- |
500 |
|
- |
7.1, 7.2(silicon ) |
- |
500 |
|
- |
7.1, 7.2(manganese) |
- |
500 |
|
- |
7.1, 7.2(sulphur) |
- |
500 |
|
- |
7.1, 7.2(phosphorus) |
- |
500 |
|
- |
7.1, 7.2(copper) |
- |
500 |
|
- |
7.1, 7.2(sulphur + phosphorus) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
11 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
20mm to 355mm |
-
|
36000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.7(Density) |
- |
2000 |
|
- |
8.4(Â Â Melt Flow Rate) |
- |
2000 |
|
- |
8.2(Longitudinal Reversion Test) |
- |
1000 |
|
- |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
5000 |
|
- |
7.4.1.2(Ovality) |
- |
0 |
|
- |
6.2.1(6.1.1Â Â Â Identification Stripes) |
- |
0 |
|
- |
6.2(Colour) |
- |
0 |
|
- |
8.6(Overall migration) |
- |
2000 |
|
Inter-laboratory o Chemical Lab of NTH Jaipur |
8.3(Carbon black) |
- |
1500 |
|
-- |
7.4 table -3 & 4(6.1Â Â Â Â Dimensions) |
- |
1000 |
|
- |
8.10(Slow Crack Growth Rate) |
- |
20000 |
|
For 1000 hrs Testing charge Rs.20,000/-
For 500 hrs Testing charges Rs.10000/- |
8.9 table-6(Elongation at Break) |
- |
1000 |
|
- |
8.8(Tensile Strength for Butt-fusion) |
- |
1000 |
|
Butt fusion facilities not available at present |
8.5Â (Oxidation Induction Time) |
- |
2000 |
|
- |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
5000 |
|
- |
5.2(Volatile matter Content) |
- |
1000 |
|
Interlab to Chemical Lab of NTH Jaipur |
5.3(Toluene Extract) |
- |
1000 |
|
Interlab to Chemical Lab of NTH Jaipur |
Clause 7.1(Visual Apperance) |
- |
0 |
|
- |
Cl. 8.3(Carbon Black Content) |
- |
1500 |
|
- |
Clause 8.3(Carbon Black Dispersion) |
- |
1000 |
|
- |
7.2(Length) |
- |
0 |
|
- |
6.1.4(PIPE DESCRIPTION) |
- |
0 |
|
- |
6.1.3Â Â (PIPE DESCRIPTION) |
- |
0 |
|
- |
|
Complete
|
|
- |
Excluding: Anti-oxidant text (cl.5.4) |
12 |
IS 5405 (2019) |
Sanitary napkins – Specification (second revision) |
Small, Medium, Large |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Cover/Top sheet) |
- |
1000 |
|
- |
3.2(Absorbent Core) |
- |
1000 |
|
- |
3.3(Barrier or Bottom Sheet) |
- |
1000 |
|
- |
Cl 5(SIZES, Regular ) |
- |
500 |
|
- |
Cl 5(SIZES, Large) |
- |
500 |
|
- |
Cl 5(SIZES, Extra Large) |
- |
500 |
|
- |
6.0(Manufacture, workmanship & finish) |
- |
500 |
|
- |
Cl 7.1(pH Value, IS 1390 (cold method) for all sizes) |
- |
1000 |
|
- |
Cl 7.2(Ability to Withstand Pressure after Absorption, for all sizes, Annex B) |
- |
1000 |
|
- |
Cl 7.3.1(Bacterial and Fungal Bioburden, 7.3.1.1, ISO 11737 (Part 1)) |
- |
2000 |
|
- |
Cl 7.3.1(Bacterial and Fungal Bioburden, 7.3.1.1, ISO 11737 (Part 1)) |
- |
2000 |
|
- |
Cl7.3.2(Test for Common Skin Pathogen — Staphylococcus
Aureus, 7.3.2.1, IS 5887 (Part 2)) |
- |
1000 |
|
- |
Cl 5(SIZES, Regular ) |
- |
500 |
|
- |
Cl 5(SIZES, Large) |
- |
500 |
|
- |
Cl 5(SIZES, Extra Large) |
- |
500 |
|
- |
|
Complete
|
|
- |
Exclusion: Cl 7.4 (Biocompatibility Evaluation — Cytotoxicity, Irritation and Skin Sensitization, IS/ISO 10993 Part 5 and IS/ISO 10993 Part 10), Cl.7.5 (Biocompatibility - Compostability) |
13 |
IS 15477 (2019) |
Adhesives for use with ceramic tiles and mosaics |
Type-I, II, III, IV, V |
-
|
21000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Classification) |
- |
1000 |
|
- |
5.1(Tensile Adhesion Strength ) |
- |
2500 |
|
- |
5.1(Tensile Adhesion Strength) |
- |
2500 |
|
- |
5.2(Shear Adhesion Strength ) |
- |
3000 |
|
- |
5.2(Shear Adhesion Strength) |
- |
3000 |
|
- |
5.2(Shear Adhesion Strength) |
- |
3000 |
|
- |
5.3(OpenTime) |
- |
1000 |
|
- |
5.4(Adjustment Time) |
- |
1000 |
|
- |
5.5(Slip (Required for Vertical Application Only)) |
- |
3000 |
|
- |
5.6(Deformability (Required for VerticalApplication Only)) |
- |
3000 |
|
- |
|
Complete
|
|
- |
- |
14 |
IS 1554 : Part 1 (1988) |
Specification for pvc insulated (Heavy Duty) electric cables: Part 1 for working voltages up to and including 1100 v (Third Revision) |
Up to & including 1100 V |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
15.1 a) 1)(Tests on conductor : Annealing test ( for copper )) |
- |
1000 |
|
- |
15.1 a) 4)(Tests on conductor : Conductor resistance test) |
- |
2000 |
|
- |
9.2(INSULATION : Thickness of Insulation) |
- |
500 |
|
- |
14.4.1(Thickness of Outer Sheath : Unarmowed Cables) |
- |
500 |
|
- |
14.4.2(Thickness of Outer Sheath : Armoured Cables) |
- |
500 |
|
- |
15.1 d)1)(Phyaical tests for insulation : Tensile Test) |
- |
1000 |
|
- |
15.1 d)1)(Phyaical tests for insulation : Elongation ) |
- |
500 |
|
- |
15.1 d)1)(Physical tests for sheath : Tensile stregth ) |
- |
1000 |
|
- |
15.1 d)1)(Physical tests for sheath : Elongation ) |
- |
500 |
|
- |
15.1 d)3)(Phyaical tests for insulation : Shrinkage - Crack observed ) |
- |
500 |
|
- |
15.1 d)3)(Phyaical tests for Sheath : Shrinkage - Crack observed ) |
- |
500 |
|
- |
15.1 d)4)(Hot deformation : Insulation ) |
- |
500 |
|
- |
15.1 d)4)(Hot deformation : Sheath ) |
- |
500 |
|
- |
15.1 d)5)( Loss of mass in air oven- Insulation ) |
- |
1000 |
|
- |
15.1 d)5)( Loss of mass in air oven- sheath ) |
- |
500 |
|
- |
15.1 d)6)(Heat shock test- sheath ) |
- |
500 |
|
- |
15.1 d)7)(Thermal stability- Sheath ) |
- |
500 |
|
- |
15.1 d)7)(Thermal stability- insulation ) |
- |
500 |
|
- |
15.1.e(Insulation resistance Test- Volume Resistivity At Room temperature) |
- |
1000 |
|
- |
15.1.e(Insulation resistance Test- Volume Resistivity At Maximum rated temperature temperature) |
- |
500 |
|
- |
15.1 g)(High voltage test at room temperature) |
- |
1000 |
|
- |
16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test) |
- |
3000 |
|
- |
16.4(Flammability Test- Un affected portion) |
- |
300 |
|
- |
16.4(Flammability Test- Period of Burning) |
- |
200 |
|
- |
15.4 a)(Cold bend test- Sheath ( Optional test)) |
- |
1000 |
|
- |
15.4 b)(Cold impact test- Sheath ( Optional test)) |
- |
1000 |
|
- |
13.5.1(ARMOURING : Resistance) |
- |
1000 |
|
- |
16.5(Oxygen Index Test) |
- |
2000 |
|
- |
16.9(Test for Halogen Acid Gas Evolution) |
- |
2000 |
|
- |
16.1(Temperature Index) |
- |
2000 |
|
- |
|
Complete
|
|
- |
Exclusion Smoke density test |
15 |
IS 303 (1989) |
Plywood for General Purposes - |
BWR/MR |
-
|
13000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Grade - For BWR grade) |
- |
0 |
|
- |
4(Grade - For MR grade) |
- |
0 |
|
- |
5.1(Type - For AA Type) |
- |
1000 |
|
- |
5.1(Type - For AB Type) |
- |
1000 |
|
- |
5.1(Type - For BB Type) |
- |
1000 |
|
- |
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2) |
- |
1000 |
|
- |
9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
500 |
|
- |
9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Length - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Width - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
500 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
500 |
|
- |
11.3(Moisture Content - Part 1 of IS 1734) |
- |
1000 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
2000 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
2000 |
|
- |
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
1500 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
0 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
16 |
IS 2202 : Part 1 (1999) |
Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
- |
-
|
18000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.15(Screw Withdrawal Strength - IS 4020 (Pt-16)) |
- |
1000 |
|
- |
11.15(Screw Withdrawal Resistance test - IS 4020 (Pt-16)) |
- |
0 |
|
- |
11.14(Glue Adhesion Test - IS 4020(Pt-15)) |
- |
1000 |
|
- |
11.13(Knife Test - IS 4020(Pt-14)) |
- |
1000 |
|
- |
11.12(End Immersion Test - IS 4020(Pt-13)) |
- |
1000 |
|
- |
11.11(Maximum departure from the general planeness - IS 4020(Pt-12)) |
- |
1000 |
|
- |
11.11(The recovery of the original size after subjecting the door to high and low humidity- IS 4020(Pt-12)) |
- |
3000 |
|
- |
11.1(Misuse Test - IS 4020(Pt-11)) |
- |
1000 |
|
- |
11.9(Slamming Test - IS 4020(Pt-10)) |
- |
1000 |
|
- |
11.8(Residual deformation after 15 minutes of unloading - IS 4020(Pt-9)) |
- |
1500 |
|
- |
11.8(Initial deflection - IS 4020(Pt-9)) |
- |
0 |
|
- |
11.8(Buckling Test - IS 4020(Pt-9)) |
- |
0 |
|
- |
11.7(Shock Resistance Test -IS 4020(Pt-8)) |
- |
1500 |
|
- |
11.7(Shock Resistance Test -IS 4020(Pt-8)) |
- |
0 |
|
- |
11.6(Residual lateral buckling - IS 4020(Pt-7)) |
- |
1500 |
|
- |
11.6(Lateral buckling during loading - IS 4020(Pt-7)) |
- |
0 |
|
- |
11.6(Residual deflection after removal of load - IS 4020(Pt-7)) |
- |
0 |
|
- |
11.6(Deflection of the edge at maximum load - IS 4020(Pt-7)) |
- |
1500 |
|
- |
11.5(Residual deflection - IS 4020(Pt-6)) |
- |
0 |
|
- |
11.5(Deflection at maximum load - IS 4020(Pt-6)) |
- |
0 |
|
- |
11.4(Depth of indentation - IS 4020(Pt-5)) |
- |
1000 |
|
- |
11.3(Depth of deviation - IS 4020(Pt-4)) |
- |
0 |
|
- |
11.2( Twist, cupping & wrapping - IS 4020 (Pt-3)) |
- |
1000 |
|
- |
11.1( Squareness Test - IS 4020 (Pt-2)) |
- |
1000 |
|
- |
11.1(Variation in thickness - IS 4020 (Pt-2)) |
- |
0 |
|
- |
11.1(Thickness - IS 4020 (Pt-2)) |
- |
1000 |
|
- |
11.1(Width- IS 4020 (Pt-2)) |
- |
1000 |
|
- |
11.1(Height - IS 4020 (Pt-2)) |
- |
1000 |
|
- |
9.3(Workmanship & finish - IS 2202(Pt-1)) |
- |
1000 |
|
- |
9.2(Workmanship & finish - IS 2202(Pt-1)) |
- |
0 |
|
- |
6.2(Plywood) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
17 |
IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
20mm to 355mm |
-
|
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.2(Resistance to External Blows at 0°C) |
- |
1000 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
5000 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
20000 |
|
- |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
2000 |
|
- |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1000 |
|
- |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
1000 |
|
- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
1000 |
|
- |
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
500 |
|
- |
Clause 10.7(Sulphated Ash Content) |
- |
1000 |
|
- |
10.1(Colour) |
- |
500 |
|
- |
10.3(Effect on Water) |
- |
2000 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
500 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
500 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
500 |
|
- |
10.3("Effect on Water
a) Lead (first extraction) ") |
- |
5000 |
|
- |
10.3(b) Lead (Third extraction)) |
- |
1000 |
|
- |
10.3(d) Cadmium (All three extracts)) |
- |
1000 |
|
- |
10.3(e) Mercury (All three extracts)) |
- |
1000 |
|
- |
9.1(PIPE ENDS) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
18 |
IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
BWP-DEC, BWP-COM, MR-DEC, MR-COM |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
500 |
|
- |
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
500 |
|
- |
7.3(Dimensional Requirements - Length - 8.1.4) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Width - 8.1.4) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
100 |
|
- |
7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
500 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
500 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
0 |
|
- |
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
0 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
2000 |
|
- |
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
2000 |
|
- |
9.2.3(Adhesion of Plies - Annexure H) |
- |
0 |
|
- |
9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
2000 |
|
- |
9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
1000 |
|
- |
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
0 |
|
- |
9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
1000 |
|
- |
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
0 |
|
- |
9.2.6(Spot test - Annexure L) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |
19 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
E250 -E650/A/BR/B0 |
-
|
13000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Workmanship) |
- |
500 |
|
- |
Cl 10.3(UTM) |
- |
4000 |
|
- |
Cl 11.3(Press) |
- |
2000 |
|
- |
Cl 12(Sudden Load Applied) |
- |
6000 |
|
- |
Cl 15(Length, Width & Thickness) |
- |
500 |
|
- |
Cl 18(Weight) |
- |
500 |
|
- |
|
Complete
|
|
- |
Exclusion: Cl 13 (Y Groove Cracking Test), Cl 12 (Sudden Load Applied) |
20 |
IS 455 (2015) |
Portland slag cement - Specification |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
1000 |
|
-- |
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
1000 |
|
-- |
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
1000 |
|
-- |
7 Table 1 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
1000 |
|
-- |
7 Table 1 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
2000 |
|
-- |
7 Table 1 i(Fineness
IS 4031(Part 2)) |
- |
1000 |
|
-- |
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
500 |
|
-- |
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
500 |
|
-- |
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |
21 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
-
|
4000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
2000 |
|
-- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
-- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
-- |
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
1000 |
|
-- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
-- |
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
2000 |
|
-- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
2000 |
|
-- |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
-- |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
750 |
|
- |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
750 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
750 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
750 |
|
- |
|
Complete
|
|
- |
- |
22 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
- |
-
|
4000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter) |
- |
1000 |
|
- |
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride) |
- |
1000 |
|
- |
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate) |
- |
1000 |
|
- |
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic) |
- |
1000 |
|
- |
5.4-Table-1 (i)-IS: 3025(P-18)(Organic ) |
- |
1000 |
|
- |
5.4.2-IS: 3025(P-11)(Ph) |
- |
1000 |
|
- |
Cl 5.4 (b)(Alkalinity) |
- |
1000 |
|
- |
Cl 5.4 (a)(Acidity) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
23 |
IS 12406 (2003) |
Medium density fibre boards for general purpose - Specification (First Revision) |
Flat pressed single layer Type, Gr 1 & Gr2 |
-
|
13000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Finish) |
- |
500 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
500 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
0 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
0 |
|
- |
Cl 11.4(Test For Density) |
- |
1000 |
|
- |
Cl 11.4(Test For Density) |
- |
0 |
|
- |
Cl 11.5(Test For Moisture Content) |
- |
1000 |
|
- |
Cl 11.5(Test For Moisture Content) |
- |
0 |
|
- |
Cl 11.7.1(Due To General Absorption) |
- |
1000 |
|
- |
Cl 11.9(Test For Internal Bond) |
- |
2000 |
|
- |
Cl 11.9(Test For Internal Bond) |
- |
2000 |
|
- |
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2000 |
|
- |
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
0 |
|
- |
Cl 11.10(Test For Screw Withdrawal Strength) |
- |
1000 |
|
- |
Cl 11.10(Test For Screw Withdrawal Strength) |
- |
0 |
|
- |
|
Complete
|
|
- |
- |
24 |
IS 15410 (2003) |
Containers for packaging of natural mineral water and packaged drinking water - Specification |
100ml to 5 Litre |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.6.3(LEAKAGE TEST) |
- |
1000 |
|
- |
4.6.4(DROP TEST) |
- |
1000 |
|
- |
4.6.5(MIGRATION TEST) |
- |
2000 |
|
- |
4.6.6(PORTABILITY TEST) |
- |
2000 |
|
- |
4.6.6 (chem)(Water Potability test (after 30 days) (a) Taste (b) Odour) |
- |
2000 |
|
- |
4.6.5 , IS:9845:1998 (chem)(Migration of Caps - a. Amount of extractive) |
- |
2000 |
|
- |
4.6.3, clause 6 of IS:2798:1998(Leakage test- c. Air pressure leakage) |
- |
1000 |
|
- |
4.6.3, clause 6 of IS:2798:1998(Leakage test- b. Vibration leakage) |
- |
1000 |
|
- |
4.6.3, clause 6 of IS:2798:1998(Leakage test- a. Closure leakage ) |
- |
1000 |
|
- |
4.5, IS:2798:1998(Wall thickness- Bottom, in mm) |
- |
1000 |
|
- |
4.5, IS:2798:1998(Wall thickness- Middle , in mm) |
- |
1000 |
|
- |
Cl. 4.5(Cl. 4.5 Wall Thickness (Top)) |
- |
1000 |
|
- |
4.4 , clause 5 of IS:2798:1998(Brimful capacity in ml) |
- |
1000 |
|
- |
4.3(Workmanship, Finish & Appearance) |
- |
1000 |
|
- |
4.2(Design, Shape & Dimension ) |
- |
1000 |
|
- |
4.5 (chem)(a) Wall Thickness, mm Top) |
- |
500 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (i)(Barium) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ii)(Cobalt) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iii)(Copper) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iv)(Iron) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (v)(Lithium) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (vi)(Manganese) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (vii)(Zinc) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (viii)(Antimony) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ix)(Phthalic acid, bis(2-ethylhexyl) ester (DEHP)) |
- |
1000 |
|
- |
4.0 (chem)(MATERIAL) |
- |
1000 |
|
- |
4.6.2(TRANSPARANCY) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
25 |
IS 13428 (2005) |
Packaged natural mineral water specification (Second Revision) |
- |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.2 Table-2 i(Nitrate (as NO3)) |
- |
1000 |
|
- |
6.2 Table-1 i(Colour) |
- |
1000 |
|
- |
6.2 Table-1 ii(Odour) |
- |
1000 |
|
- |
6.2 Table-1 iii(Taste) |
- |
1000 |
|
- |
6.2 Table-1 iv(Turbidity) |
- |
1000 |
|
- |
6.2 Table-1 v(Total dissolved solids) |
- |
1000 |
|
- |
6.2 Table-1 vi(pH) |
- |
1000 |
|
- |
6.2 Table-2 ii(Nitrite (as NO2)) |
- |
1000 |
|
- |
6.2 Table-2 iii(Sulphide (as H2S)) |
- |
1000 |
|
- |
6.2 Table-2 iv(Manganese (as Mn)) |
- |
1000 |
|
- |
6.2 Table-2 v(Copper (as Cu)) |
- |
1000 |
|
- |
6.2 Table-2 vi(Zinc (as Zn)) |
- |
1000 |
|
- |
6.2 Table-2 vii(Flouride (as F)) |
- |
1000 |
|
- |
6.2 Table-2 viii(Barium (as Ba)) |
- |
1000 |
|
- |
6.2 Table-2 ix(Antimony (as Sb)) |
- |
1000 |
|
- |
6.2 Table-2 x(Borates (as B)) |
- |
1000 |
|
- |
6.2 Table-2 xi(Silver (as Ag)) |
- |
1000 |
|
- |
6.2 Table-2 xii(Chloride (as Cl)) |
- |
1000 |
|
- |
6.2 Table-2 xiii(Sulphate (as SO4),) |
- |
1000 |
|
- |
6.2 Table-2 xiv(Magnesium (as Mg)) |
- |
1000 |
|
- |
6.2 Table-2 xv(Calcium (as Ca)) |
- |
1000 |
|
- |
6.2 Table-2 xvi(Sodium (as Na)) |
- |
1000 |
|
- |
6.2 Table-2 xvii(Alkalinity (as HCO3)) |
- |
1000 |
|
- |
6.2 Table-2 xviii(Selenium (as Se)) |
- |
1000 |
|
- |
6.2 Table-2 xix(Mineral Oil) |
- |
1000 |
|
- |
6.2 Table-2 xx(Phenolic compounds (as C6H5OH)) |
- |
1000 |
|
- |
6.2 Table-2 xxi(Anionic surface active agents (as MBAS)) |
- |
1000 |
|
- |
6.2 Table-3 i(Arsenic (as As)) |
- |
1000 |
|
- |
6.2 Table-3 ii(Cadmium (as Cd)) |
- |
1000 |
|
- |
6.2 Table-3 iii(Cyanide (as CN)) |
- |
1000 |
|
- |
6.2 Table-3 iv(Chromium (as Cr)) |
- |
1000 |
|
- |
6.2 Table-3 v(Mercury (as Hg)) |
- |
1000 |
|
- |
6.2 Table-3 vi(Lead (as Pb) |
- |
1000 |
|
- |
6.2 Table-3 vii(Nickel (as Ni)) |
- |
1000 |
|
- |
6.2 Table-3 viii(Polychlorinated biphenyle (PCB)) |
- |
1000 |
|
- |
6.2 Table-3 ix(Polynuclear aromatic hydrocarbons) |
- |
1000 |
|
- |
6.3(o,p DDT) |
- |
1000 |
|
- |
6.3(p,p DDT) |
- |
1000 |
|
- |
6.3(o,p DDE) |
- |
1000 |
|
- |
6.3(p, DDE) |
- |
1000 |
|
- |
6.3(o,p DDD) |
- |
1000 |
|
- |
6.3(p,p DDD) |
- |
1000 |
|
- |
6.3(γ-HCH (Lindane)) |
- |
1000 |
|
- |
6.3(α-HCH) |
- |
1000 |
|
- |
6.3(β-HCH) |
- |
1000 |
|
- |
6.3(δ-HCH) |
- |
1000 |
|
- |
6.3(α Endosulfan) |
- |
1000 |
|
- |
6.3(β Endosulfan) |
- |
1000 |
|
- |
6.3(Endosulfan Sulphate) |
- |
1000 |
|
- |
6.3(Monocrotophos) |
- |
1000 |
|
- |
6.3(Ethion) |
- |
1000 |
|
- |
6.3(Chlorpyrifos) |
- |
1000 |
|
- |
6.3(Phorate) |
- |
1000 |
|
- |
6.3(Phorate sulphoxide) |
- |
1000 |
|
- |
6.3(phorate sulphone) |
- |
1000 |
|
- |
6.3(2,4-D) |
- |
1000 |
|
- |
6.3(Butachlor) |
- |
1000 |
|
- |
6.3(Isoproturon) |
- |
1000 |
|
- |
6.3(Alachlor) |
- |
1000 |
|
- |
6.3(Atrazine) |
- |
1000 |
|
- |
6.3(Methyl Parathion) |
- |
1000 |
|
- |
6.3(Methyl Paraoxon) |
- |
1000 |
|
- |
6.3(Malathion) |
- |
1000 |
|
- |
6.3(Malaoxon) |
- |
1000 |
|
- |
6.3(Aldrin) |
- |
1000 |
|
- |
6.3(Dieldrin) |
- |
1000 |
|
- |
6.1.1(Escherichia coli(or thermotolerant bacteria)) |
- |
1000 |
|
- |
6.1.2(Coliform , bacteria) |
- |
1000 |
|
- |
6.1.3(Faecal Streptococci ) |
- |
1000 |
|
- |
6.1.4(Sulphite Reducing Anaerobes ) |
- |
1000 |
|
- |
6.1.5(Pseudomonas Aeruginosa ) |
- |
1000 |
|
- |
6.1.6(Yeast and Mould ) |
- |
1000 |
|
- |
6.1.7(Salmonella ) |
- |
10000 |
|
- |
6.1.7(Shigella) |
- |
1000 |
|
- |
6.1.8(Vibrio cholera ) |
- |
1000 |
|
- |
6.1.8(Vibrio parahemolyticus) |
- |
1000 |
|
- |
6.1.3(Staphylococcus Aureus) |
- |
1000 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 16.10.2017.
Excluding test for Radioactive Residues (Cl.6.2, Table 4) |
26 |
IS 280 (2006) |
Mild steel wire for general engineering purposes (Fourth Revision) |
0.125 to 12.5 mm |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters) |
- |
500 |
|
- |
Cl 9(Tensile Test On UTM) |
- |
4000 |
|
- |
Cl 11(Workmanship) |
- |
500 |
|
- |
7 & 8(Diameter) |
- |
500 |
|
- |
9.3(Bend test) |
- |
500 |
|
- |
9.2(Wrapping Test) |
- |
500 |
|
- |
11(Coating test) |
- |
500 |
|
- |
13(Freedom from defects) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
27 |
IS 278 (2009) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
Size 1 to 6/ Type A and Type B |
-
|
7875 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Type A/Type B) |
- |
500 |
|
- |
5 Table-1(Sizes Diameter of Line wire) |
- |
500 |
|
- |
5 Table-1(Sizes Diamater of Point wire) |
- |
500 |
|
- |
5 Table-1(Sizes Mass of Completed barbed wire) |
- |
500 |
|
-- |
5 Table-1(Sizes Distance between two barbs) |
- |
500 |
|
- |
5 Table-1(Sizes No. of Lays between the two consequtive barbs) |
- |
500 |
|
- |
7.1(Manufacture) |
- |
500 |
|
- |
7.2(Manufacture) |
- |
500 |
|
- |
9.1(Freedom from defects) |
- |
500 |
|
- |
9.2(Freedom from defects) |
- |
500 |
|
- |
12.1(Tensile Strength) |
- |
4000 |
|
- |
12.1(Breaking load) |
- |
4000 |
|
- |
12.2.1(Mass of zinc coating (line wire)) |
- |
2000 |
|
- |
12.2.2(Mass of zinc coating (point wire)) |
- |
2000 |
|
- |
12.2(Uniformity of zinc coating) |
- |
1000 |
|
- |
12.3(Ductility) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |
28 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.2(WORKMANSHIP AND FINISH ) |
- |
0 |
|
- |
7.3(WORKMANSHIP AND FINISH ) |
- |
0 |
|
- |
7.5(WORKMANSHIP AND FINISH ) |
- |
0 |
|
- |
6.1(DIMENSIONS) |
- |
300 |
|
- |
6.1(DIMENSIONS) |
- |
300 |
|
- |
6.2(DIMENSIONS) |
- |
300 |
|
- |
6.3(DIMENSIONS) |
- |
300 |
|
- |
6.3(DIMENSIONS) |
- |
300 |
|
- |
9.1.1(MOISTURE CONTENT) |
- |
1000 |
|
- |
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
2000 |
|
- |
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
0 |
|
- |
9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2500 |
|
- |
9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
0 |
|
- |
9.1.5(Mycological test) |
- |
2500 |
|
- |
9.1.5 , 9.1.3.1.1(Mycological test) |
- |
0 |
|
- |
9.1.5 , 9.1.3.1.2(Mycological test) |
- |
0 |
|
- |
9.1.4(Tensile strength) |
- |
2500 |
|
- |
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain)) |
- |
0 |
|
- |
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain)) |
- |
0 |
|
- |
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
0 |
|
- |
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual)) |
- |
0 |
|
- |
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average )) |
- |
0 |
|
- |
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
0 |
|
- |
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average)) |
- |
0 |
|
- |
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
0 |
|
- |
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
0 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
1500 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
0 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
1500 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
0 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
1500 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
0 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
1500 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
0 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
0 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
0 |
|
- |
9.1.8(Retention of preservative) |
- |
5000 |
|
- |
|
Complete
|
|
- |
- |
29 |
IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
- |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
7.3(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
1000 |
|
-- |
8.1(WORKMANSHIP AND FINISH ) |
- |
1000 |
|
-- |
8.3(WORKMANSHIP AND FINISH ) |
- |
1000 |
|
-- |
10.1.1(MOISTURE CONTENT) |
- |
2000 |
|
-- |
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE) |
- |
2000 |
|
-- |
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
2000 |
|
--- |
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST) |
- |
2000 |
|
-- |
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
2000 |
|
-- |
10.1.4(RESISTANCE TO WATER TEST) |
- |
2000 |
|
--- |
10.1.5(MYCOLOGICAL TEST ) |
- |
2000 |
|
-- |
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST ) |
- |
2000 |
|
-- |
10.1.5.2(MYCOLOGICAL TEST ) |
- |
2000 |
|
-- |
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
3000 |
|
--- |
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Perpendicular to grain)) |
- |
3000 |
|
-- |
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Parallel to grain)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2)(Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3)(Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
-- |
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
-- |
10.1.9(RETENTION OF PRESERVATIVE) |
- |
5000 |
|
-- |
|
Complete
|
|
- |
- |
30 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
- |
-
|
7000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
100 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
0 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
100 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
100 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
100 |
|
- |
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
100 |
|
- |
Cl 11(Suface Finish) |
- |
100 |
|
- |
Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
500 |
|
- |
Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
Cl 12.5(Water absorption) |
- |
1000 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
2000 |
|
- |
Cl 12.7(Resistance to wear) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |