BIS - LIMS (Laboratory Information Management System)

National Test House (NWR)

E 763, ROAD NO. 9F1, VKI AREA, Jaipur, Jaipur, Rajasthan, 302013

9717298334 nthjaipur-ca@nic.in

Scope List

Reset

38 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 14151 : Part 2 (2008)

Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	1000	-
3.0(DIMENSIONS OF PIPE)	-	2000	-
3.0((a) Outside diameter)	-	500	-
3.0((b) Wall thickness (Individual))	-	500	-
3.0(Minimum)	-	500	-
3.0(maximum)	-	500	-
3.0((a) Carbon black content)	-	1500	-
3.0((b) Carbon black dispersion)	-	1000	-
3.0(Out of Squareness)	-	500	-
3.0((ii) Ovality)	-	500	-
3.0((ii)Acceptance Test at 3.8MPa induced stress for 48 hours at 80°C)	-	5000	-
3.0((i)Quality Test at 3.5MPa induced stress for 165 hours at 80°C)	-	5000	-
3.0(Reversion test)	-	1000	-
3.0(Tensile strength at yield)	-	1000	-
3.0(Elongation at break)	-	1000	-
3.0(Fusion Compatibility Test (ii)Acceptance Test at 3.8MPa induced stress for 48 hours at 80°C)	-	5000	-
3.0(Fusion Compatibility Test (i)Quality Test at 3.5MPa induced stress for 165 hours at 80°C)	-	5000	-
3.0(Density at 27°C (Base material))	-	2000	-
3.0(Melt flow rate at 190°C/5 kg)	-	2000	-
4.1 (b)(HDPE couplers —)	-	0	-
4.1.1.2.1(Female coupler (min))	-	0	-
4.1.1.2.1(Male coupler (min))	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	500	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	1000	-
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	2000	-
4.1.5(c. Change in hardness after keeping it in air at 70°C for 7 days)	-	2000	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	1000	-
6.1.1, 6.1.1.1(Leakage Test)	-	5000	-
6.1.2.2( Hydraulic Proof Test)	-	5000	-
Cl.6.1.3(Weldability Test- b) Acceptance test)	-	5000	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	5000	-

Complete

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

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)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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)	-	1000	-
15.1 e) i) (Physical tests for outer sheath : Tensile stregth)	-	1000	-
15.1 e) i) (Physical tests for outer sheath : Elongation)	-	1000	-
15.1 d) iii) (Phyaical tests for insulation : Hot set )	-	500	-
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 )	-	500	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed )	-	500	-
15.1 e) iii) (Sheath: Loss of mass in air oven)	-	2000	-
15.1 e) v) (Sheath : Hot deformation)	-	1000	-
15.1 e) vi) (Sheath : Heat shock test)	-	1000	-
15.1 e) vii) (Sheath : Thermalstability)	-	1000	-
15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity )	-	1000	-
16.2(HIGH VOLTAGE TEST )	-	4000	-
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 )	-	1000	-
13.6 a)(ARMOURING: Tensile Strength)	-	1000	-
15.1 a) ii)(Tensile test (for aluminium) - Before stranding )	-	1000	-
15.1 a) ii)(Tensile test (for aluminium) - After stranding )	-	1000	-

Complete

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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)	-	1000	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
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)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
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)	-	500	-
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	-

Complete

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)

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Annealing test (for copper))	-	500	-
4.2(Conductor resistance test)	-	2000	-
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 )	-	1000	-
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))	-	1000	-
table 1 e) 3) (Volume Resistivity - Room temp )	-	1000	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	1000	-
10.4(Flammability test- Unaffected portion)	-	500	-
10.4(Flammability test-Burning after flame removal)	-	500	-
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)	-	1000	-

Complete

IS 14543 (2016)

Packaged drinking water (Other Than Packaged Natural Mineral Water) - Specification (Second Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 4454 : Part 1 (2001)

Steel wire for mechanical springs - Specification: Part 1 cold drawn unalloyed steel wire (Third Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

11000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Density)	-	2000	-
8.4( 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(6.1.1 Identification Stripes)	-	0	-
6.2(Colour)	-	0	-
8.6(Overall migration)	-	2000	-
8.3(Carbon black)	-	1500	-
7.4 table -3 & 4(6.1 Dimensions)	-	1000	-

Complete

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)

17250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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 )	-	1000	-
15.1 d)1)(Physical tests for sheath : Tensile stregth )	-	1000	-
15.1 d)1)(Physical tests for sheath : Elongation )	-	1000	-
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 )	-	1000	-
15.1 d)4)(Hot deformation : Sheath )	-	1000	-
15.1 d)5)( Loss of mass in air oven- Insulation )	-	500	-
15.1 d)5)( Loss of mass in air oven- sheath )	-	500	-
15.1 d)6)(Heat shock test- sheath )	-	1000	-
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)	-	500	-
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)	-	1000	-
16.4(Flammability Test- Un affected portion)	-	500	-
16.4(Flammability Test- Period of Burning)	-	500	-
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)	-	2000	-

Complete

IS 303 (1989)

Plywood for General Purposes -

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

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)	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

IS 4985 (2000)

Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	-

Complete

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 2062 (2011)

Hot rolled medium and high tensile structural steel - Specification (Seventh Revision)

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 455 (2015)

Portland slag cement - Specification

5999.98 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	--

Complete

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 12406 (2003)

Medium density fibre boards for general purpose - Specification (First Revision)

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 15410 (2003)

Containers for packaging of natural mineral water and packaged drinking water - Specification

1000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	-

Complete

IS 13428 (2005)

Packaged natural mineral water specification (Second Revision)

- View breakup
Rs.20000/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

Complete

Included w.e.f. 16.10.2017. Excluding test for Radioactive Residues (Cl.6.2, Table 4)

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	-

Complete

IS 278 (2009)

Galvanized steel barbed wire for fencing - Specification (Fourth Revision)

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 710 (2010)

Marine plywood - Specification (Second Revision)

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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)	-	3000	-

Complete

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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)	-	3000	--

Complete

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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)	-	500	-
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)	-	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)	-	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)	-	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)	-	0	-
Cl 11(Suface Finish)	-	0	-
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

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
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).)	-	500	-
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).)	-	500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane )	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1000	-
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.)	-	1000	-
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.)	-	1000	-
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)	-	2000	-

Complete

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

- View breakup
Rs.5000/- for physical, Rs.4000/- for chemical

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

Complete

For above 50 mm nominal size only

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-

Complete

IS 8042 (2015)

White portland cement - Specification (Third Revision)

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 -Table 2- i(Fineness 4031 Part 2)	-	1000	--
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1000	--
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1000	--
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	--
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	1000	--
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	--
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	--
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- vi(Degree of whiteness-Annex B)	-	3000	--

Complete

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

- View breakup
Rs.12000/- For physical, Rs.3000/- For chemical

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

Complete

Included w.e.f. 16.10.2017

Bureau of Indian Standards

The National Standards Body of India

National Test House (NWR)

E 763, ROAD NO. 9F1, VKI AREA, Jaipur, Jaipur, Rajasthan, 302013

9717298334 nthjaipur-ca@nic.in

Scope List

No Record Found

No Record Found

No Record Found