BIS - LIMS (Laboratory Information Management System)

Pioneer Testing laboratory

Plot No:9/4, Street No: 4 , Mundka Industrial AreaNew Delhi - 110041, New Delhi, West, Delhi, 110041

9810040186 pioneertestinglab@gmail.com

Scope List

Reset

72 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 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

12450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
8.3 (Table 1)(b) 6 mm and above)	-	200		-

Complete

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

All

14850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	2000	-
Clause 7.3, Annex G(Average Breaking Load)	-	1000	-
Clause 7.3, Annex G(Individual Breaking Load)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	750	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	750	-
Clause 7.1.1 (General Quality)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	400	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	400	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	400	-

Complete

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

All

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	200	-
10.1(Surface Finish)	-	500	-
10.7(Sulphated Ash Content)	-	1200	-
5(CLASSIFICATION OF PIPES)	-	400	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	400	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	400	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	400	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	400	-
7.2.1(DIMENSIONS-Socket)	-	400	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	400	-
9.1(PIPE ENDS)	-	400	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	200	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	200	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	6000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1500	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	6000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	2000	-
11.2(Resistance to External Blows at 0°C)	-	1500	-
10.3(Effect on Water Test)	-	7500	-
6.1.2(PVC Resin)	-	10000	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-

Complete

IS 21 (1992)

Wrought aluminium and aluminium alloys for manufacture of utensils specification (Fourth Revision)

All

5700 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Bend Test (Radius of Bend))	-	700	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	400	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	400	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	400	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	400	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Tensile Strength)	-	600	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(0.2 Percent Proof Stress)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Aluminium)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Lead)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Chromium)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Titanium and or other grain refining elements)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Zinc)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Manganese)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Iron)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Silicon)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Magnesium)	-	300	-
4.2, Table 1of IS:21 (Designation 64430)(Copper)	-	300	-

Complete

IS 14151 : Part 2 (2008)

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

All

30150 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	300	-
6.2, 6.2.1 (Quick Coupled Fittings)	-	500	-
6.1.3.2 (Quick coupled fittings)	-	500	-
6.1.3.1.1(Weldability Test)	-	1500	-
6.1.3, 6.1.3.1(Weldability Test)	-	1500	-
6.1.2.2( Hydraulic Proof Test)	-	1500	-
6.1.2, 6.1.2.1( Hydraulic Proof Test)	-	1500	-
6.1.1, 6.1.1.1(Leakage Test)	-	1200	-
6.1.1, 6.1.1.1(Leakage Test)	-	1200	-
6.1(Quick Coupled Pipes and Fittings)	-	500	-
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	500	-
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.)	-	500	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	500	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	500	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	500	-
4.1.5(Rubber Ring)	-	750	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	750	-
4.1 .3(Workmanship and Appearance)	-	300	-
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)	-	1000	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	2500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	2500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	2500	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	300	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	300	-
Cl.6.1.3(Weldability Test- a) Quality test)	-	500	-
Cl.6.1.3(Weldability Test- b) Acceptance test)	-	500	-
Cl 4.1.5(Rubber rings- C)Rubber ring shall be of black colour:)	-	750	-
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	750	-
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	750	-
Cl 4.1.4(Holding attachments for coupler parts)	-	500	-
Cl.4.1.3(Workmanship and appearance )	-	500	-
Cl.4.1(Quick Coupled Male and Female Couplers)	-	500	-

Complete

IS 12823 (2015)

Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision )

All

14650 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4(Grades & Types)	-	500	-
Cl 6(Manufacture)	-	200	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1250	-
Cl 10.2(Test For Density)	-	500	-
Cl 10.3(Test For Moisture Content)	-	500	-
Cl 10.4(For Water AbsorptionTest )	-	750	-
Cl 10.5(For Swelling in water Test )	-	750	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	1500	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	1000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	1000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	1000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	1000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	1000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	1200	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	1200	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	1000	-
Cl 4(Grades & Types)	-	500	-
Cl 6(Manufacture)	-	200	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1250	-
Cl 10.2(Test For Density)	-	500	-
Cl 10.3(Test For Moisture Content)	-	500	-
Cl 10.4(For Water AbsorptionTest )	-	750	-
Cl 10.5(For Swelling in water Test )	-	750	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	1500	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	1000	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	1000	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	1000	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	1000	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	1000	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	1200	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	1200	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	1200	-

Complete

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

All type

8000 View breakup
Rs 8,000/- (10% discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Outer Diameter, Thickness & Mass)	-	1400	-
Cl 7(Workmanship)	-	500	-
Cl 8(Workmanship)	-	500	-
Cl 9(Workmanship)	-	500	-
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	1250	-
Cl 13(Workmanship)	-	500	-
Cl 6(Outer Diameter, Thickness & Mass)	-	1400	-
Cl 7(Workmanship)	-	500	-
Cl 8(Workmanship)	-	500	-
Cl 9(Workmanship)	-	500	-
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	2250	-
Cl 13(Workmanship)	-	500	-
Cl 6(Outer Diameter, Thickness & Mass)	-	1400	-
Cl 7(Workmanship)	-	500	-
Cl 8(Workmanship)	-	500	-
Cl 9(Workmanship)	-	500	-
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	2250	-
Cl 13(Workmanship)	-	500	-
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	2500	-
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	2500	-
5 AND AS PER IS 10748(COPPER)	-	300	-
5 AND AS PER IS 10748(MICRO ALLOY)	-	350	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	300	-
5 AND AS PER IS 10748(CARBON)	-	300	-
Clause - 5.1, Table-3( ALUMINIUM)	-	300	-
Clause - 5.1, Table-3(SILICON)	-	300	-
Clause - 5.1, Table-3(NITROGEN)	-	300	-
Clause - 5.1, Table-3(MANGANESE)	-	300	-
Clause - 5.1, Table-3(PHOSPHURS)	-	300	-
Clause - 5.1, Table-3(SULPHUR)	-	300	-
Clause - 5.1, Table-3( CARBON)	-	300	-

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)

All Type

41750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
13(Cable code)	-	250	-
11(Identification)	-	5000	-
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC))	-	2500	-
10.4(Flammability test- Unaffected portion)	-	1500	-
10.4(Flammability test-Burning after flame removal)	-	1500	-
table 1 e) 3) (IR constant- max. Temp)	-	1200	-
table 1 e) 3) (IR constant- Room temp )	-	1200	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	750	-
table 1 e) 3) (Volume Resistivity - Room temp )	-	750	-
10.2(HV (room temperature))	-	1000	-
10.1(HV (water immersion))	-	8000	-
10.1(HV (water immersion))	-	8000	-
10.8(Smoke density rating)	-	2500	-
10.6(Halogen evolution)	-	1500	-
10.7(Temperature index)	-	2000	-
10.5(Oxygen index)	-	2000	-
Table 1 iii) d) 9)(Cold impact for sheath)	-	750	-
Table 1 iii) d) 8)(Cold bend for sheath)	-	750	-
Table 1 iii) c) 9)(Cold impact for insulation)	-	750	-
Table 1 iii) c) 8)(Cold bend for insulation)	-	750	-
Table 1(Category Code)	-	500	-
Table 1 iii) d) 7)(Thermal stability- Sheath )	-	1500	-
Table 1 iii) c) 7)(Thermal stability- Insulation )	-	1500	-
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath )	-	1500	-
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation)	-	1500	-
Table 1 iii) d) 5)(Heat shock-Sheath )	-	750	-
Table 1 iii) c) 5)(Heat shock-Insulation )	-	750	-
Table 1 iii) d) 4)(Cracks Observed)	-	1000	-
Table 1 iii) d) 4)(Shrinkage- Sheath )	-	750	-
Table 1 iii) c) 4)(Cracks Observed)	-	1000	-
Table 1 iii) c) 4)(Shrinkage-Insulation)	-	750	-
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	750	-
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	750	-
Table 1 iii) d) 3)(Sheath- Elongation variation)	-	1200	-
Table 1 iii) d) 3)(Sheath- TS variation)	-	1200	-
Table 1 iii) d) 3)(Sheath- Elongation (After ageing))	-	1200	-
Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing))	-	1200	-
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing))	-	1200	-
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing))	-	1200	-
Table 1 iii) c) 3)(Elongation variation)	-	1200	-
Table 1 iii) c) 3)(TS variation)	-	1200	-
Table 1 iii) c) 3)(Elongation (After ageing))	-	1200	-
Table 1 iii) c) 3)(Tensile strength (After ageing))	-	1200	-
Table 1 iii) c) 1)(Elongation (Without ageing))	-	1200	-
Table 1 iii) c) 1)(Tensile strength (Without ageing))	-	1200	-
(Cl. 18.1.4) (Cl. 19.1.5) (Cl. 20.1.4) (Cl. 22.1.4)(Colour of Sheath)	-	500	-
8.3(Thickness of Sheath)	-	500	-
5.3(Thickness of Insulation)	-	500	-
9(Overall dimensions)	-	500	-
4.2(Conductor resistance test)	-	750	-
10.11(Per sulphate test (for tinned Cu cable only))	-	500	-
4.1(Wrapping test (for Al))	-	1000	-
4.1(Tensile test (for Al)- After Stranding)	-	1000	-
4.1(Tensile test (for Al)-Before Stranding)	-	1000	-
4.1(Annealing test (for copper))	-	1000	-
Table 4(Copper purity test)	-	6000	-

Complete

IS 513 : Part 2 (2016)

Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision)

All Type

7300 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	1500	-
Cl 8.5(Workmanship)	-	500	-
Cl 8.6(Workmanship)	-	500	-
Cl 10(Length, Width & Thickness)	-	500	-
6.0(ALUMINIUM)	-	300	-
6.0(MICRO ALLOYS)	-	500	-
6.0(NITROGEN)	-	300	-
6.0(SILICON)	-	300	-
6.0(MANGANESE)	-	300	-
6.0(PHOSPHORUS)	-	300	-
6.0(SULPHUR)	-	300	-
6.0(CARBON)	-	300	-
Cl. 10(Out of square)	-	750	-
Cl. 10(Flatness)	-	500	-
Cl. 10(Camber)	-	100	-
Cl. 8.5.3 Table 6(Surface Roughness)	-	400	-
Cl. 7.3 Table 4A & 4B(Tensile Strain Hardening)	-	1000	-
Cl. 7.2 Table 7(Bend Test)	-	500	-

Complete

IS 303 (1989)

Plywood for General Purposes -

All Type

5700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	750	-
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 - Along the Face Grain - Minimum Individual)	-	750	-
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 Elasticity - Across the Face Grain - Minimum Individual)	-	750	-
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 - Along the Face Grain - Minimum Individual)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	750	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	500	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	500	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	500	-
11.3(Moisture Content - Part 1 of IS 1734)	-	400	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	750	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	750	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	150	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	150	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	200	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	500	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	500	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	200	-

Complete

IS 4985 (2000)

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

All

20550 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.2(Resistance to External Blows at 0°C)	-	1500	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	8000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	8000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	8000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	8000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	8000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	500	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1500	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	6000	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	200	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	200	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	200	-
9.1(PIPE ENDS)	-	400	-
9.1(PIPE ENDS)	-	400	-
8(SEALING RINGS)	-	500	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	400	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	400	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	400	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	400	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	400	-
7.2.1(DIMENSIONS-Socket)	-	400	-
7.2.1(DIMENSIONS-Socket)	-	400	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	200	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	200	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	200	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	250	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	200	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	200	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	200	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	200	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	200	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	200	-
5(CLASSIFICATION OF PIPES)	-	8000	-
Clause 10.7(Sulphated Ash Content)	-	1200	-
7.2.1.1 Table3 (Angle of taper (Note-1))	-	750	-
10.1(Surface Finish)	-	200	-
10.1(Colour)	-	200	-

Complete

IS 1239 : Part 1 (2004)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

All

6900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.2 AND AS PER IS 10748(COPPER)	-	300		-

Complete

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

All

6650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	1000	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	700	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	700	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	700	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	700	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	800	-
9.2.3(Adhesion of Plies - Annexure H)	-	750	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	600	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	600	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - 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 Length - at 90% RH - Annexure F)	-	500	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	200	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	200	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	500	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	500	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	1000	-

Complete

IS 15778 (2007)

Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification

95950 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2.1 Annex B(Chloride Content of Resin)	-	5000	-
6.3(Compound Properties)	-	25000	-
6.3.1 Annex B(Chloride content)	-	5000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	15000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	500	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	200	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	200	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	200	-
7.1.3 (Effective length)	-	250	-
8(Pipe Ends)	-	200	-
9.1(Visual Appearance)	-	200	-
9.2 IS 12235 (Part 3)(Opacity)	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	800	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	800	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	800	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	800	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	1000	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	1500	-
9.6 IS 12235(Part 14)(Density)	-	500	-
10(Mechanical Properties)	-	65000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	15000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	35000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	3000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	1000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	1500	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	10400	-

Complete

IS 1786 (2008)

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

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Carbon %)	-	300	-
4.1(Phosphorus %)	-	300	-
4.1(Sulphur %)	-	300	-
4.1(Manganese %)	-	300	-
4.1(Silicon %)	-	300	-
4.1( Nitrogen%)	-	300	-
4.1( Aluminium %)	-	300	-
4.1( Copper %)	-	300	-
4.1(Cr)	-	300	-
4.1(Ni)	-	300	-
4.1(Mo)	-	300	-
4.1(V)	-	500	-
4.1( Ti)	-	500	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	500	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	600	-
Cl. 8.1 Table 3(TS/YS ratio)	-	500	-
Cl. 8.1 Table 3(Elongation, percentage)	-	400	-
Cl. 9.3, Table 4(Bend Test )	-	500	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	500	-
Cl. 7.2 Table -2 (Nominal Mass)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	2500	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	2500	-
5.7(PullOut (Bond Test))	-	2500	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	2500	-
4.1(Sulphur and phosphorous)	-	300	-
4.1(CE)	-	300	-
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	500	-

Complete

IS 2062 (2011)

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

All Type

8550 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 18(Weight)	-	300	-
Cl 15(Length, Width & Thickness)	-	300	-
Cl 13(Y Groove Cracking Test)	-	1000	-
Cl 12(Sudden Load Applied)	-	500	-
Cl 11.3(Press)	-	300	-
Cl 10.3(UTM)	-	1500	-
Cl 7(Workmanship)	-	500	-
Clause - 5, 8.1 & 8.2(E650, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E650, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E650, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E650, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E650, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E650, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E650, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E300, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E600, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E600, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E600, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E600 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E600, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E600, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E600, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E550, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E550, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E550, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E550, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E550 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E550, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E550, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E550, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E450, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E450, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E450, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E450, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E450 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E450, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E450, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E450, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E410, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E410, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E410, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E410, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E410 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E410, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E410, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E410, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E350, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E350, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E350, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E350, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E350 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E350, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E350, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E350, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E300, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E300, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E300, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E300 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E300, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E300, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E300, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E275, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E275, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E275, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E275, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E275 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E275, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E275, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E250, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E250, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E250, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E250, CARBON)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-

Complete

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

Grade - 43, Grade - 53

8850.00 View breakup
-

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)	-	400	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	400	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	400	-
7 Table-3 iii b(Setting Time Final)	-	250	-
7 Table-3 iii a(Setting Time Initial)	-	250	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	400	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 i.(Fineness)	-	400	-
6.1 Table-2 vii(Chloride content)	-	300	-
6.1 Table-2 vi(Loss on ignition)	-	300	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	350	-
6.1 Table-2 iv(Magnesia)	-	400	-
6.1 Table-2 iii.(Insoluble residue)	-	300	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	400	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	400	-
6.1 Table-2 viii(Alkali content)	-	300	-

Complete

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

All

8600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	800	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	800	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	400	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	400	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	400	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	400	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	400	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- i(Fineness 4031 Part 2)	-	500	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	600	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-

Complete

IS 513 : Part 1 (2016)

Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision)

All

10750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	1500	-
Cl 9(Workmanship)	-	500	-
Cl 9.6(Workmanship)	-	500	-
Cl 10(Workmanship)	-	500	-
Cl 11(Length, Width & Thickness)	-	1200	-
Cl. 11(Out of square)	-	400	-
Cl. 11(Flatness)	-	400	-
Cl. 11(Camber)	-	500	-
Cl. 11(Width)	-	400	-
Cl. 11(Thickness)	-	400	-
Cl. 8.6 Table 5A, 5B & 5C(Tensile Strain Hardening Component (n-Value))	-	500	-
Cl. 8.5 Table 5A, 5B & 5C(Plastic Strain Ratio (r bar/r-90))	-	500	-
Cl. 8.4(Bend Test)	-	600	-
Cl. 8.3 Table 6(Hardness Test ( Only for CR0 & CR1))	-	600	-
Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm))	-	600	-
Cl. 8.1 & Table 5A, 5B & 5C(Elongation at 80 mm gauge length)	-	500	-
Cl. 8.1 & Table 5A, 5B & 5C(Elongation at 50 mm gauge length)	-	500	-
Cl. 8.1 & Table 5A, 5B & 5C(Yield Stress)	-	500	-
Cl. 9 Table 8(Surface roughness)	-	750	-
7.0(ALUMINIUM)	-	300	-
7.0(MICRO ALLOYS)	-	1500	-
7.0(NITROGEN)	-	300	-
7.0(SILICON)	-	300	-
7.0(MANGANESE)	-	300	-
7.0(PHOSPHORUS)	-	300	-
7.0(SULPHUR)	-	300	-
7.0(CARBON)	-	300	-

Complete

IS 456 (2000)

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

2200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	200	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	200	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	300	-
Cl 5.4 Table 1 (iv)(Chloride)	-	300	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	300	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	300	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	300	-
Cl 5.4 .2(pH)	-	300	-
Cl 5.4 (b)(Alkalinity)	-	200	-
Cl 5.4 (a)(Acidity)	-	200	-

Complete

IS 5509 (2000)

Fire retardant plywood - Specification (Second Revision)

12450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(a) Length)	-	200	-
8(b) Width)	-	200	-
8(c) Thickness 1) less than 6mm ±10% 2) 6 mm and above ±5% )	-	200	-
8.3 & Annex A (d) Edge Straightness 0.2% Max.)	-	300	-
8.3 & Annex A (e) Edge Squareness 0.2% Max.)	-	300	-
9(Workmanship and finish)	-	300	-
12.2(Moisture content )	-	500	-
12.3.1(Flammability )	-	1000	-
12.3.2(Flame Penetration )	-	1200	-
12.2.3(Rate of burning )	-	1500	-
12.4(Glue adhesion (water resistance ))	-	1000	-
12.4(Static Bending Strength as per BWR grade of IS 303 :)	-	1600	-
12.4(Modulus of Rupture, (Along the grain direction of the face veneer))	-	800	-
12.4(Modulus of Rupture, (Along the grain direction of the face veneer))	-	800	-
12.4(Modulus of Rupture, (Across the grain direction of the face veneer))	-	800	-
12.4(Modulus of Rupture, (Across the grain direction of the face veneer))	-	800	-
12.4(Modulus of Elasticity, (Along the grain direction of the face veneer))	-	800	-
12.4(Modulus of Elasticity, (Along the grain direction of the face veneer))	-	800	-
12.4(Modulus of Elasticity, (Across the grain direction of the face veneer))	-	800	-
12.4(Modulus of Elasticity, (Across the grain direction of the face veneer))	-	800	-
4.1(Type based on Flame retardant chemical used)	-	0	-

Complete

IS 14811 (2000)

Rolled copper plate, sheet, strip and foils for general engineering purposes - Specification

All

9150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.12(Calculation of mass)	-	200	-
Cl.11 Table-4(Preferred Inside Diameter)	-	200	-
Cl.11(Dimensions and tolerances)	-	200	-
Cl.10(Hydrogen embrittlement test)	-	1000	-
Cl.9 table-3(Cupping test, erichsen value)	-	1000	-
Cl.8.3 Table-2(Longitudinal Bend Test Angle, radius)	-	500	-
Cl.8.3 Table-2(Transverse Bend Test Angle, radius)	-	500	-
Cl.8.3(Bend test)	-	500	-
Cl.8.1 Table-1(Hardness)	-	500	-
Cl.8.1 Table-1(Elongation percent)	-	500	-
Cl.8.1 Table-1(Tensile strength Mpa)	-	750	-
Cl.7(Chemical composition)	-	5500	-
Cl.6(Freedom from defects)	-	300	-
15.4 (b)(Cold impact)	-	1200	-

Complete

IS 3589 (2001)

Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision)

All Sample

8400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1 Table 2 Table 3(Carbon Content IS 228)	-	300	-
8.1 Table 2 Table 3(Manganese Content IS 228)	-	300	-
8.1 Table 2 Table 3(Phosphorus Content IS 228)	-	300	-
8.1 Table 2 Table 3(Sulphur Content IS 228)	-	300	-
10(Hydaulic pressure test)	-	1500	-
11.1, Table 5.(Outside Diameter (OD))	-	500	-
11.1, Table 5.(Thickness)	-	500	-
11.1, Table 5.(Mass)	-	400	-
12.3.3(Ovality)	-	500	-
12.5(Strightness)	-	500	-
14.1(Visual inspection, Appearance and Workmanship)	-	500	-
14.4(Visual inspection, Appearance and Workmanship-Dent Depth(below 610 mm OD))	-	500	-
14.4(Visual inspection, Appearance and Workmanship-Dent Length)	-	500	-
8.1(CE)	-	300	-
9.3(Guided Bend Test (for SAW Pipes))	-	1000	-
9.2.3(Flattening Test for seamless pipes)	-	500	-
9.2.1(Flattening test for ERW pipes )	-	500	-
9.1(Tensile test-Yield Strength)	-	400	-
9.1(Tensile test-Strength)	-	600	-
9.1(Tensile test- Elongation)	-	500	-

Complete

IS 4270 (2001)

Steel tubes used for water wells specification (Third Revision)

All

16750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Tensile Test & Flattening Test)	-	2250	-
Cl 7(Outer Diameter, Thickness, Mass & Straightness)	-	400	-
Cl 9(Pipe ends, Angle of bevel & Root Face )	-	1000	-
Cl 10(Outer Diameter & Overall Length)	-	400	-
Cl 12(Bituminous Coating & Galvanizing )	-	500	-
Cl 14(Workmanship)	-	500	-
5.2(phosphorus)	-	300	-
5.2(sulphur)	-	300	-

Complete

IS 1285 (2002)

Wrought aluminium and aluminium alloys - Extruded round tube and hollow sections for general engineering purposes - Specification (Third Revision)

All

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5/5.1(FREEDOM FROM DEFECTS)	-	500	-
5/5.2(FREEDOM FROM DEFECTS)	-	500	-
6(Cl. 6 CONDITIONS OF SUPPLY)	-	0	-
7/a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - outside Dia or Inside Dia)	-	500	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - outside Dia or Inside Dia)	-	500	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - Wall thickness)	-	500	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - Allowable Deviation of Mean Diameter from Specified Diameter (Size Tolerance))	-	500	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube - Allowabte Deviation of Diameter at Any Point from Specified Diameter (Ovality Tolcrance))	-	500	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube -Straightness)	-	500	-
7 of IS 1285 /a) Extruded round tube IS 2673(DIMENSIONS AND TOLERANCE-Extruded round tube -Length)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -SPECIFIED WIDTH or WIDTH ACROSS FLATS)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections - Specified WIDTH or WIDTH ACROSS FLATS)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections - Specified WIDTH or WIDTH ACROSS FLATS)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -SPECIFIED Wall thickness)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections - Lengths)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Straightness)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Straightness)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Twist)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(DIMENSIONS AND TOLERANCE-Extruded hollow sections -Twist)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist in Total Length of piece- degrees)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist in Total Length of piece- At extremetiy)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist, Maximum allowable in Total Length- degrees)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477(Extruded hollow sections -Twist -Permissible Twist Maximum allowable in Total Length- At extremetiy)	-	500	-
7 of IS 1285 / b) Extruded hollow sections IS 6477("Extruded hollow sections -Twist -ALLOWABLE DEVIATION FROM SPECIFIED ANGLE, DEGREES")	-	500	-

Complete

IS 15058 (2002)

PVC water - Stops at transverse contraction joints for use in masonry and concrete dams - Specification

All Type

12150 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.3(Colour)	-	500	-
4.1.1 (Tolerances on Dimensions a) Width)	-	1000	-
4.1.1 (Tolerances on Dimensions b) Thickness)	-	1000	-
3.2 Table 1, i) IS 13360 (Part 5/Sec 1)(Tensile strength)	-	1500	-
3.2 Table 1, ii) IS 13360 (Part 5/Sec 1)(Elongation,)	-	1500	-
3.2 Table 1, iii) IS 13360 (Part 5/Sec 11)(Hardness (Shore A))	-	500	-
3.2 Table 1, iv) Annex A(Water absorption)	-	500	-
3.2 Table 1, v) Annex G of IS 9766(Cold bend temperature at which samples does not crack)	-	1200	-
3.2 Table 1,vi) a) Annex B(Accelerated extraction test Tensile strength)	-	2100	-
3.2 Table 1,vi) b) Annex B(Accelerated extraction test: Elongation)	-	2100	-
3.2 Table 1,vii) a) Annex C(Stability in effects of alkalies test Weight increase at 7 day)	-	700	-
3.2 Table 1,vii) c) Annex C(Stability in effects of alkalies test Change in hardness at 7 days )	-	850	-
3.2 Table 1,vii) d) Annex C(Stability in effects of alkalies test Weight increase at 28 days)	-	700	-
3.2 Table 1,vii) f) Annex C(Stability in effects of alkalies test Dimension change)	-	700	-
5, 5.1(WORKMANSHIP AND FINISH)	-	500	-

Complete

IS 2645 (2003)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

All

5000 View breakup
Rs.5000/- (10% Discount to BIS)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 3.4(Chloride content)	-	750	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	2000	-
Cl 3.2(Initial & Final)	-	750	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	1000	-
Clause 3.4(Chloride content)	-	750	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	2000	-
Cl 3.2(Initial & Final)	-	750	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	1000	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	2000	-
Cl 3.2(Initial & Final)	-	750	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	1000	-

Complete

IS 12406 (2003)

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

All

7900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Types)	-	200	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1250	-
Cl 11.4(Test For Density)	-	500	-
Cl 11.5(Test For Moisture Content)	-	500	-
Cl 11.6(Test For water Absorption)	-	500	-
Cl 11.7.1(Due To General Absorption)	-	500	-
Cl 11.7.2(Due To Surfacel Absorption)	-	500	-
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	1200	-
Cl 11.9(Test For Internal Bond)	-	1000	-
Cl 11.10(Test For Screw Withdrawal Strength)	-	1200	-
Table 1 (iii)(Moisture content, Grade 1)	-	500	-
Table 1 (iii)(Moisture content, Grade 2)	-	500	-
Cl 4( Types)	-	200	-
Cl 7(Finish)	-	500	-
Cl 8(Dimensions & Tolerances)	-	1250	-
Cl 11.4(Test For Density)	-	500	-
Cl 11.5(Test For Moisture Content)	-	500	-
Cl 11.6(Test For water Absorption)	-	500	-
Cl 11.7.1(Due To General Absorption)	-	500	-
Cl 11.7.2(Due To Surfacel Absorption)	-	500	-
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	1200	-
Cl 11.9(Test For Internal Bond)	-	1000	-
Cl 11.10(Test For Screw Withdrawal Strength)	-	1200	-

Complete

IS 15328 (2003)

Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems -

All Type

52200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	1000	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	200	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	200	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	200	-
6.1.3 (Length of Pipe)	-	200	-
6.1.4, Table 3(Dimensions of integral sockets and spigot ends :- a) Elastomeric Sealing Ringsockets and spigot ends i)Meean inside dia. Of socket, dsm)	-	200	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	200	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	200	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	200	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	200	-
7(Physical characteristics )	-	200	-
7.1(Appearance:- )	-	200	-
7.2(Colour )	-	200	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1000	-
7.4 IS 1223S ( Part 5)(Longitudinal Reversion: When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent. The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.)	-	2500	-
8.1 Annex B(Resistance to External Blows at 0ºC: When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.)	-	3000	-
8.2 Annex C Table 5(Ring Stiffness: When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5)	-	2500	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(Resistance to internal Hydrostatic Pressure(Type Test) a) Acceptance Test:(1h at 27 0 C) )	-	6000	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	12000	-
9.2 IS 14182(b) Solvent cement)	-	5000	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	2500	-
10(Performance requirements)	-	5000	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	5000	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	5000	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	5000	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	5000	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	8000	-

Complete

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

All type

6900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	700	-
Cl 12(Workmanship)	-	300	-
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	1500	-
Cl 15(Workmanship)	-	300	-
Cl 8(Outer Diameter, Thickness & Mass)	-	700	-
Cl 12(Workmanship)	-	300	-
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	1500	-
Cl 15(Workmanship)	-	300	-
Cl 8(Outer Diameter, Thickness & Mass)	-	700	-
Cl 12(Workmanship)	-	300	-
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	1500	-
Cl 15(Workmanship)	-	300	-
7, 6.1.1(CARBON)	-	300	-
7, 6.1.1(SULPHUR)	-	300	-
7, 6.1.1(PHOSPHURS)	-	300	-
7, 6.1.1(MANGANESE)	-	300	-
7, 6.1.1(NITROGEN)	-	500	-
7, 6.1.1(SILICON)	-	300	-
7, 6.1.1(ALUMINIUM)	-	400	-

Complete

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