BIS - LIMS (Laboratory Information Management System)

National Test House (NWR)

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

9414046288 [email protected]

Scope List

Reset

40 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 5405 (2019)

Sanitary napkins – Specification (second revision)

Small, Medium, Large

1000 View breakup
-

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

Complete

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IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

16000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	1000	-
5.1(Tensile Adhesion Strength )	-	2500	-
5.1(Tensile Adhesion Strength)	-	2500	-
5.2(Shear Adhesion Strength )	-	2000	-
5.2(Shear Adhesion Strength)	-	2000	-
5.2(Shear Adhesion Strength)	-	2000	-
5.3(OpenTime)	-	1000	-
5.4(Adjustment Time)	-	1000	-
5.5(Slip (Required for Vertical Application Only))	-	2000	Testing charge for deformability test shall be included after availability and inclusion of test facility in this lab.

Complete

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IS 15392 (2003)

Aluminium and aluminium alloy bare foil for food packaging - Specification

Dry Annealed A, B and C

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5 Table 1(PINHOLE COUNT)	-	1000	-
Clause 6(FREEDOM FROM DEFECTS)	-	1000	-
Clause 11(Average Thickness)	-	1000	-
Clause 14(Surface condition)	-	1000	-
Clause 12(Dimension and Tolerances: I) Width)	-	1000	-
Clause 12(Dimension and Tolerances: 2) Length)	-	1000	-

Complete

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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

21500 View breakup
-

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

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IS 303 (1989)

Plywood for General Purposes -

BWR/MR

12000 View breakup
-

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

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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	-
9.1(Workmanship & finish - IS 2202(Pt-1))	-	0	-

Complete

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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)	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

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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)	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

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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)	Remark
4.1(Sulphur and phosphorous)	-	500	-
4.1( Nb)	-	500	-
4.1(Carbon %)	-	500	-
4.1(Sulphur %)	-	500	-
4.1(Phosphorus %)	-	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

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IS 14151 : Part 2 (2008)

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

75mm Class-1 & 2

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	1000	-
6.1(Quick Coupled Pipes and Fittings)	-	0	-
4.1.5(Rubber Ring)	-	0	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	5000	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	5000	-
4.1 .3(Workmanship and Appearance)	-	1000	-
6.1.3, 6.1.3.1(Weldability Test)	-	5000	-
6.1.2, 6.1.2.1( Hydraulic Proof Test)	-	5000	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	1000	-
Cl.6.1.3(Weldability Test- b) Acceptance test)	-	5000	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	5000	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	1000	-
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	5000	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1000	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	1500	-
Cl.4.1(Quick Coupled Male and Female Couplers)	-	5000	-

Complete

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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

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Annealing test (for copper))	-	1000	-
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))	-	1000	-
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing))	-	1000	-
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	2000	-
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	2000	-
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 )	-	1000	-
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 )	-	500	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	500	-
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)	-	1000	-
4.1(Tensile test (for Al)- After Stranding)	-	1000	-

Complete

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<a href="https://lims.stagemyapp.com/media/scope_trf/dd8ae8dfd3b1a29f04b5624d8571531c_8kRdy7s.pdf" target="_blank">View Details</a>

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)	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

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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

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IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

7000 View breakup
-

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

Complete

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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)	Remark
5.4 i)(Aldrin)	-	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 ix (Polynuclear aromatic hydrocarbons)	-	1000	-
5.3 Table-3 viii (Polychlorinated biphenyle (PCB))	-	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-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	-
5.2.1(Escherichia coli (or thermotolerant bacteria))	-	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 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 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)	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	-

Complete

-
-

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)	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

100ml to 5 Litre

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)

0.125 to 12.5 mm

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)

Size 1 to 6/ Type A and Type B

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)

16000 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)

16000 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

Type A and B/75 mm to 350 mm

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

Calcined clay based

11000 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

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-

IS 8042 (2015)

White portland cement - Specification (Third Revision)

8000 View breakup
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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

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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

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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

9414046288 [email protected]

Scope List

No Record Found

No Record Found

No Record Found