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117 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 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

30000 View breakup
Rs.15,000/- for Physical Tests Rs.15,000/- for Thermal Conductivity Rs.30,000/- for Complete Tests

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.2(Physical requirments-Dimensions-Length)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.2(Physical requirments-Dimensions-Height)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.2(Physical requirments-Dimensions-Width)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.3(Physical requirments- Block density)	-	5000	Block Density
8.4(Physical requirments- Compressive strength)	-	5000	Compressive Strength
8.5(Thermal Conductivity)	-	15000	Thermal Conductivity
8.6( Drying Shrinkage )	-	7500	Drying Shrinkage
8.1.1(General (Exposed wall construction))	-	2000	Dimensions and Visual
3.1(Shape)	-	2000	Dimensions and Visual
3.3(Faces & Arises)	-	2000	Dimensions and Visual
3.4(Special Faces)	-	2000	Dimensions and Visual
8.6, 9.4 & 11.5(Grade)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Length)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Width)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Height)	-	2000	Dimensions and Visual
8.3 & 9.1 Table 1(Indivisual Block Density)	-	5000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	5000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	5000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	5000	-

Complete

REVISED VERSION Included w.e.f. 02.04.2019.

IS 11587 (1986)

Specification for structural weather resistant steels

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Tensile Test)	-	10000	NA
Cl 9(Bend Test)	-	2000	Bend
Cl 11(Flattening Test)	-	3000	Flattening
Cl 10(Impact Test)	-	5000	Impact
Cl 12(Freedom from Defects)	-	500	Freedom from Defects
Cl 13(Dimensions)	-	1000	Dimensions
Cl 16(Mass)	-	500	Mass
Clause 5.1, Table -1(WR-Fe 480 A, C )	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 480 B, C )	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 500, C)	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 480 A, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 500, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 480 B, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 480 A, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 480 B, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 500, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 480 A, P )	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 480 B, P )	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 500, P)	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 480 A, S )	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 480 B, S )	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 500, S)	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 480 A, Cr )	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 480 A, Ni)	-	100	Nickle
Clause 5.1, Table -1(WR-Fe 480 A, Cu)	-	100	Copper
Clause 5.1, Table -1(WR-Fe 480 B, Cr )	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 480 B, Cu)	-	100	Copper
Clause 5.1, Table -1(WR-Fe 480 B, V)	-	100	Vanadium
Clause 5.1, Table -1(WR-Fe 500, Cr)	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 500, V)	-	100	Vanadium

Complete

Included w.e.f. 10.05.2019.

IS 7834 : Part 1 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	1000	ok
Cl. 6.1(Stress Relief Test- Appendix A)	-	5000	ok
Cl. 6.2(Opacity- Appendix B)	-	1000	ok
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	5000	ok
6.1.1(VCM Content Test)	-	10000	OK

Complete

IS 7834 : Part 2 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Elbow Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		ok

Complete

Included w.e.f. 02.04.2019.

IS 7834 : Part 3 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl 2.2.2(Dimensions)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		ok

Complete

Included w.e.f. 02.04.2019.

IS 7834 : Part 4 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(90 ̊ Elbow Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

Complete

Included w.e.f. 02.04.2019.

IS 7834 : Part 5 (1987)

Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees

10941 View breakup
For BIS samples: 1.5 times of BIS testing charges, For others: Rs.10941/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

Complete

Included w.e.f. 02.04.2019.

IS 7834 : Part 6 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(Socket Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

Complete

Included w.e.f. 02.04.2019.

IS 7834 : Part 7 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(Union Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

Complete

Included w.e.f. 02.04.2019.

100

IS 7834 : Part 8 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps

10941 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2(diameter of the socket of cap)	-	0		No Test required
6.1.1(VCM Content Test)	-	10000		OK

Complete

Included w.e.f. 02.04.2019.

101

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.b(Potyethylene - anti-oxidant)	-	2000	OK
4.1.c.i (Density)	-	1500	OK
4.1.c.ii (Toluene extract - Annex A)	-	2000	OK
4.1.c.iii (Volatile matter - Annex B )	-	2000	OK
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	1500	OK
7.3(Tensile Test)	-	2000	OK
7.3(Elongation at Break)	-	2000	OK
7.4(SusceptibiIity to Environmental Stress Cracking)	-	3000	OK
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	1000	OK
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	1000	OK
7.2(Reversion Test)	-	2000	OK
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	1000	OK
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1000	ok
6.1(Visual Appearance)	-	500	ok
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	1000	ok
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	4000	ok

Complete

102

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

All

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	atio of percentage of lime to percentages of silica, alumina and iron oxide
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2000	Ratio of percentage of alumina to that of iron oxide
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1500	Insoluble residue
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	Magnesia
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	Total Sulphur Content calculated as Sulphuric Anhydride (SO3)
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	Total loss on ignition
6.1(Fineness 4031 Part 2)	-	1000	Fineness
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1000	Expansion by Le Chatelier
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	3000	Expansion by Autoclave
6.3 a)(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time Initial & Final
6.3 b)(Setting Time Final- 4031 Part 5)	-	2000	Setting Time Initial & Final
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	5000	Compressive Strength (All Ages)
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	5000	Compressive Strength (All Ages)
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Compressive Strength (All Ages)

Complete

103

IS 7887 (1992)

Mild steel wire rod for general engineering purposes - Specification (First Revision)

All

10800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Workmanship)	-	1000	NA
Cl 9(Nominal Diameter & Out Of Shape)	-	1000	Dimensions
6.1(Carbon %)	-	500	Carbon
6.1(Manganese %)	-	500	Manganese
6.1(Phosphorus %)	-	500	Phosphorous
6.1(Sulphur %)	-	500	Sulphur
6.1(Silicon %)	-	500	Silicon
6.1( Aluminium %)	-	500	Aluminium
Cl. 9(Out of Shape)	-	1000	Dimension

Complete

Included w.e.f. 10.05.2019.

104

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(Flow path in emitters)	-	2000	OK
7.3.1(Resistance to Hydrostatic pressure)	-	3000	OK
7.3.2(Resistance to Hydrostatic pressure)	-	3000	OK
7.3.3(Resistance to Hydrostatic pressure)	-	3000	OK
7.4.1(Emitter Pull Out In-line emitters)	-	2000	OK
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	2000	OK
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	2000	OK
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	2000	OK
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters)	-	2000	OK
8.2.3(Emission rate as a function of inlet pressure Regulated emitters)	-	2000	OK
8.3(Determination of Emitter Exponent)	-	5000	OK

Complete

105

IS 13757 (1993)

Burnt Clay Fly Ash Building Bricks-specification

All

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(GENERAL QUALITY)	-	1000	General Requirement
6.1(Dimensions)	-	2000	All Dimensions and Tolerance
6.2(Tolerances)	-	2000	All Dimensions and Tolerance
7.1(Compressive Strength)	-	4000	Compressive Strength
7.3(Efforescence)	-	1500	Efflorescence

Complete

106

IS 6527 (1995)

Stainless steel wire rods - Specification (First Revision)

All

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9(Tensile & Hardness)	-	8500	Tensile and Hardness
Cl 10(Diameter & Out Of Round)	-	500	Dimension
Cl. 10.1(Out of Round)	-	500	Dimension
Cl. 6(Freedom from defects)	-	500	Freedom from Defects
Cl. 9 .1 Table 3(0.2 % Proof Stress )	-	7500	0.2 % Proof Stress
Cl. 9 .1 Table 3(Elongation)	-	7500	Elongation
Cl. 9.2 Table 4(Hardness)	-	1000	Hardness

Complete

Included w.e.f. 10.05.2019.

107

IS 6528 (1995)

Stainless steel wire - Specification (First Revision)

All

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table 7(Workmanship)	-	14250	Chemical Composition
Cl 6(Workmanship)	-	1000	Freedom from Defects
Cl 9.1 & Table 3(Diameter & Out Of Round)	-	1000	Dimensions
Cl 10(UTM)	-	7500	Tensile Test

Complete

Included w.e.f. 10.05.2019.

108

IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

11500 View breakup
Rs.9000/- + Rs.2500/- for Raw material

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Colour)	-	500	ok
7(Visual Appearance)	-	500	ok
8.1(Hydraulic characteristics)	-	2000	ok
8.2(Reversion)	-	2000	ok
8.4(Melt Flow Rate)	-	1500	ok
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content)	-	1000	ok
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1000	ok

Complete

upto 315mm OD

109

IS 3975 (1999)

Low carbon galvanized steel wires, formed wires and tapes for armouring of cables - Specification (Third Revision)

All

4050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Dimensions)	-	1000	NA
11(Freedom from defects)	-	1000	Freedom from Defects
9.1(Galvanizing Requirements )	-	1000	Mass of Coating
9.2(Galvanizing Requirements )	-	1000	Uniformity of Coating
9.3(Galvanizing Requirements )	-	2000	Adhesion Test
8.1(Mechanical Properties (as per table 5 of IS 1608))	-	3000	Tensile
8.2(Mechanical Properties (as per IS 1717))	-	2000	Torsion
8.3(Mechanical Properties (as per IS 1755))	-	2000	Wrapping
8.4(Mechanical Properties (as per IS 10810(Part- 42)))	-	2000	Resistance Test
7(Dimensions)	-	1000	Dimension
8.1(Mechanical Properties (as per table 5 of IS 1608))	-	3000	Elongation

Complete

Included w.e.f. 10.05.2019.

110

IS 9103 (1999)

Specification for Concrete Admixtures -

All

35000 View breakup
Rs.25,000/- for Physical test (excluding Super plasticizer), Rs.5000/- Uniformity tests (Chemical), Rs.30,000/- Complete tests (Excluding Super plasticizer), Rs.30,000/- Physical test for Super plasticizer, Rs.35,000/- Complete tests for Super plasticizer.

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4, Table 1A(Slump)	-	3000	Slump
Cl 4, Table 1 B(Flow)	-	5000	Flow
Cl 4, Table 1 B(Loss of workability on standing)	-	5000	Loss of Workability on Standing
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	5000	Time of setting, allowable deviation from control sample hours
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	5000	Time of setting, allowable deviation from control sample hours
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	5000	Time of setting, allowable deviation from control sample hours
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	5000	Compressive strength, percent of control sample
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	5000	Flexural strength, percent of control sample
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	5000	Length change, percent increase over control sample
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	5000	Bleeding, percent increase over control sample
Cl 4, Table 1A(Air content (%), Max, over control)	-	5000	Air content (%), Max, over control
Clause 9, Table- 2( pH)	-	750	pH
Clause 9, Table- 2(Dry material content )	-	1000	Dry Material Content
Clause 9, Table- 2(Ash content)	-	750	Ash Content
Clause 9, Table- 2(Relative density)	-	750	Relative Density
Clause 9, Table- 2(Chloride ion content)	-	1500	Chloride Content
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days)	-	-	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	-	-
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	-	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	-	-
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	-	-
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	-	-

Complete

111

IS 14151 : Part 1 (1999)

Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision)

2000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	2000	ok
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	1000	ok
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	2000	ok
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	1000	ok
5.1 table -1(DIMENSIONS OF PIPES)	-	3000	ok
5.1.2(Ovality)	-	1000	ok
6.1(VISUAL APPEARANCE)	-	500	ok
7.1 Table -2(Hydraulic Characteristics)	-	10000	ok
7.2(Reversion Test)	-	5000	ok
7.3(Tensile Test)	-	2500	ok
7.4table-2(Fusion Compatibility Test)	-	2000	ok
Cl.7.4(Fusion Compatibility Test- a) Quality test)	-	2000	ok
7.5(Density)	-	1000	ok
7.6(Melt now Rate (MFR))	-	2000	ok
(Cl.4.2)(Carbon black- b) Dispersion of carbon black)	-	1000	ok
(Cl.4.2)(Carbon black- a)carbon content)	-	1000	ok
Cl.7.6(Melt Flow Rate)	-	2000	ok
(Cl.7.5)(Density)	-	1000	ok
Cl.7.4(Fusion Compatibility Test- b) Acceptance test)	-	1000	ok
Cl.7.3(Tensile Test - ii)Elongation at Break)	-	2000	ok
Cl.7.3(Tensile Test- i) Tensile Strength)	-	2000	ok
Cl.7.2)(Reversion Test)	-	1000	ok1
Cl 7.1(Hydraulic Characteristics - Acceptance test)	-	5000	ok
Cl 7.1(Hydraulic Characteristics - Quality test)	-	5000	-
Cl.6(Visual Appearance)	-	500	ok
Cl.5(Dimensions of pipe - ii) Wall thickness maximum)	-	1000	ok
Cl.5(Dimensions of pipe - ii) Wall thickness minimum)	-	1000	ok
Cl.5(Dimensions of pipe - i) Outside diameter)	-	1000	ok

Complete

112

IS 14735 (1999)

Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System -

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1,Table 1(Wall thickness)	-	1000	ok
7.2 ,Table 2&3(Socket Dimensions)	-	7000	ok
7.3(Dimensions of waste trap(Nahani Trap)	-	7000	ok
10(Workmanship)	-	500	ok
11.4,Table 5(Vent cowl)	-	7000	ok
11.5,Table 6(Pipe Clips)	-	7000	ok
12.1(Visual appearance)	-	500	ok
12.2(Stress relief test)	-	5000	ok
12.3(Vicat softening tempewrature)	-	2000	ok
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2000	ok
Cl.14, Annex A(Titanium Di-Oxide Content)	-	2000	ok
Cl.15, Annex B(Sulphated Ash Content)	-	2000	ok
16.1(Impact test)	-	5000	ok
17(Watet tightness of joint)	-	1000	ok

Complete

113

IS 1786 (2008)

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

All

21000 View breakup
Rs.11,000/- Excluding pullout Test & micro-alloying elements, Rs.21,000/- Including pull out test & micro-alloying elements.

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9.4(Load In Other Direction From Bend)	-	2000	None
Cl 9.3(Load In One Direction)	-	1000	None
Cl 8.1(UTM)	-	3000	None
Cl 7.2(Weight)	-	750	None
Cl 6.1(Length, Width & Thickness)	-	750	None
Cl 5(Deformations and Surface Characteristics)	-	10000	Deformations and Surface Characteristics (Pull Out Test)
4.1(Carbon %)	-	500	Carbon
4.1(Manganese %)	-	500	Manganese
4.1(Sulphur %)	-	500	Sulphur
4.1(Phosphorus %)	-	500	Phosphorous
4.1( Nitrogen%)	-	1500	Nitrogen
4.1(Silicon %)	-	500	Silicon
4.1(Ni)	-	1500	Nickle
4.1(Cr)	-	750	Chromium
4.1(Mo)	-	750	Molybdenum
4.1( Copper %)	-	750	Copper
4.1(V)	-	1500	Vanadium
4.1( Ti)	-	1500	Titanium
4.1( Nb)	-	1500	Niobium
4.1( Aluminium %)	-	500	Aluminium
4.1(Sulphur and phosphorous)	-	500	Sulphur and Phosphorous
4.1(CE)	-	500	Carbon Equivalent
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	2000	Rebend Test
Cl. 9.3, Table 4(Bend Test )	-	1000	Bend Test
Cl. 8.1 Table 3(Tensile Strength (TS))	-	3000	Tensile Test
Cl. 7.2 Table -2 (Nominal Mass)	-	750	Nominal Mass
Cl. 6.1(Nominal Size)	-	750	Nominal Size (Specified Length)
Cl 5(Deformations and Surface Characteristics)	-	500	TS /YS Ratio
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1000	Mean area of ribs/unit length
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	1000	Mean projected area of transverse ribs
Cl. 8.1 Table 3(Yield Stress (YS))	-	3000	Yield Stress
Cl. 8.1 Table 3(Elongation, percentage)	-	3000	Elongation
Cl 6.1(Length, Width & Thickness)	-	3000	Maximum Extension
Cl 8.1(UTM)	-	3000	Elongation at maximum Force
Cl 7.2(Weight)	-	1000	Ribs Contributing to Projected Area
Cl 9.4(Load In Other Direction From Bend)	-	1000	Gross Cross Sectional Area
Cl 9.3(Load In One Direction)	-	1000	Visual Inspection
Cl. 4.3(Visual Inspection.)	-	1000	Visual Inspection
5.7(PullOut (Bond Test))	-	5000	Pull Out
8.18.1 Table 3(Total elongation at maximum force)	-	3000	Total elongation at maximum force
Cl. 8.1 Table 3(Maximum Extension)	-	3000	Maximum Extension
Cl. 5.2(Surface Characteristics)	-	1000	Surface Characteristics
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	750	Gross Cross Sectional Area
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000	The ribs contributing the projected area - Longitudinal Ribs
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1000	The ribs contributing the projected area - Transverse Ribs
Cl. 8.1 Table 3(TS/YS Ratio)	-	1000	TS/YS Ratio
Cl. 5.7(Date of casting of concrete cubes)	-	1000	Date of casting of concrete cubes
Cl. 5.7(Date of testing of concrete cubes)	-	1000	Date of testing of concrete cubes
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	1000	Average compressive strength of cubes at 28 days
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	5000	Bond Strength at 0.25 mm slip

Complete

114

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(COLOUR)	-	250	NA
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	250	NA
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	250	NA
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	250	NA
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	500	NA
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	250	NA
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	250	NA
7.3.1(No.of Ribs)	-	250	NA
7.3.2(Rib height)	-	250	NA
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	400	NA
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	500	NA
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	500	NA
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	500	NA
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	250	NA
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	250	NA
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	500	NA
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	500	NA
8.4(Sealing rings - Hardness)	-	500	NA
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	500	NA
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	500	NA
9.1(Visual Appearance)	-	250	NA
9.2(Internal Diameter)	-	500	NA
9.3(Density IS 12235 (Part 14))	-	750	NA
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	2000	NA
9.5(Tensile Strength IS 12235(Part 13))	-	2500	NA
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	5000	OK

Complete

115

IS 17425 (2020)

Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification

42000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4.1.4(Carbon Black Content)	-	1000	-
Cl.4.1.4(Carbon Black Di spersion)	-	1500	-
Cl.4.1.3(Den sity Test)	-	1500	-
Cl.4.1.3(MFR Test)	-	1000	-
Cl.4.1.3(Thermal Stabi lity)	-	5000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	1500	-
4.2(Metallic Couplers)	-	4500	-
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) 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-Killed(Aluminium Content)	-	500	-
5(Dimensions of pipe - i) Outside diameter)	-	1000	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	1000	-
4.1.3(Workmanship and appearance)	-	1000	-
7.2.1(Visual and Workmanship Requirement)	-	500	-
Cl.7.1.2(Hydraulic Characteristic)	-	5000	-
Cl.7.1.2(Hydraulic Characteristic)	-	10000	-
Cl.7.1.3(Reversion Test)	-	1500	-
Cl.7.1.4(Tensile Test)	-	1500	-
Cl.7.1.5(Fusion Compatibility)	-	8000	-
Cl.7.1.6(Corrected Density)	-	1000	-
Cl.7.1.7(MFR Test)	-	1000	-
Cl.7.2.l(Leakage Test)	-	1000	-
Cl.7.2.2(Cl.7.2.2)	-	1000	-
Cl.7.2.3(Weld ability Test)	-	10000	-
6.2, 6.2.1(Quick Coupled Fittings)	-	10000	-

Complete

Included w.e.f. 27.01.2023.

116

IS 6911 (2017)

Stainless steel plate, sheet and strip - Specification (Second Revision)

All grades except X02Cr24Ni22Mo7N & X02Cr24Ni17Mo4Mn6N

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Molybdenum -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl. 7.1 & 7.2 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	750	-
Cl. 7.1 & 7.2 Table 1(Titanium-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl. 7.1 & 7.2 Table 1(Niobium-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	-
Cl.12(Corrosion Resistance- IS 10461(Part1))	-	5000	-
Cl.12(Corrosion Resistance- IS 10461(Part2))	-	5000	-
6(Freedom from defects , IS 6911)	-	500	-
10.1,Table 4&Table 6(Tensile Test - IS 1608(Pt -1))	-	5000	-
10.2,Table 4&Table 5(Hardness Test- IS 1500(Pt -1),IS 1501 (Pt-1),IS 1586 (Pt -1))	-	1000	-
10.3(Bend Test - IS 1599)	-	1000	-
11,Table 7(Erichsen cupping test-IS 10175)	-	5000	-
10.1 Amd 2(0.2 Percent Proof Stress)	-	5000	-
10.1 Amd 2(Elongation)	-	5000	-
Clause 17 , Table 9 to Table 19(Dimension (Length))	-	1000	-
Clause 17 , Table 9 to Table 19(Dimension (Width))	-	1000	-
Clause 17 , Table 9 to Table 19(Dimension (Thickness))	-	1000	-
Clause 17 , Table 9 to Table 19(Camber)	-	1000	-
Clause 17 , Table 9 to Table 19(Flatness)	-	1000	-
10.1 Amd 2(Yeild Strength)	-	5000	-

Complete

Included w.e.f. 19.05.2023.

117

IS 16333 : Part 3 (2022)

Mobile phone handsets: Part 3 Indian language support for mobile phone handsets - Specific requirements(Second Revision)

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Inputting of text)	-	10000	-
5.2(Message Readability)	-	15000	-
6(Marking)	-	5000	-

Complete

Bureau of Indian Standards

The National Standards Body of India

Kailtech Test and Research Centre Pvt. Ltd.

141C, Electronic Complex Industrial Area, Indore, Indore, Madhya Pradesh, 452010

- contact@kailtech.net

Scope List