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114 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 7834 : Part 3 (1987)

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

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl 2.2.2(Dimensions)	-	1000		ok

Complete

18 Dec, 2021

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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

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(90 ̊ Elbow Laying Length)	-	1000		ok

Complete

18 Dec, 2021

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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

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	1000		ok

Complete

18 Dec, 2021

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IS 7834 : Part 6 (1987)

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

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(Socket Laying Length)	-	1000		ok

Complete

18 Dec, 2021

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IS 7834 : Part 7 (1987)

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

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(Union Laying Length)	-	1000		ok

Complete

18 Dec, 2021

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IS 7834 : Part 8 (1987)

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

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2(diameter of the socket of cap)	-	0		No Test required

Complete

18 Dec, 2021

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IS 8069 (1989)

High density polyethylene (HDPE) woven sacks for packing pesticides – Specification (second revision)

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.7(Handles)	-	500	OK
3.4(Lamination)	-	500	OK
3.3(Liner)	-	500	OK
4.3(Mass)	-	1000	OK
3.6(Mouth of sack)	-	500	OK
3.5(Seam)	-	500	OK
4.2(Dimensions)	-	1000	OK
4.1, Table 1 (i) (a)(Breaking strength of fabric, (a) Widthwise)	-	5000	OK
4.1, Table 1 (i) (b)(Breaking strength of fabric, (b) Lengthwise)	-	5000	OK
4.1, Table 1 (ii) (a)(Seam breaking strength (a) Side seam)	-	3000	OK
4.1, Table 1 (ii) (b)(Seam breaking strength (b) Bottom seam)	-	3000	OK
3.8(Capacity)	-	1000	OK

Complete

18 Dec, 2021

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IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

10000 View breakup
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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

18 Dec, 2021

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IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

All

10000 View breakup
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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

18 Dec, 2021

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100

IS 2004 (1991)

Carbon steel forgings for general engineering purposes - Specification (Third Revision)

- View breakup
Rs.8500/- for Physical Tests, Rs.8500/- for Chemical tests, Rs.15,000/- for complete Testing (Excluding Supplementary/optional Requirements)

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

Complete

18 Dec, 2021

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101

IS 7887 (1992)

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

All

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Workmanship)	-	1000	Freedom From Defects
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

18 Dec, 2021

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102

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

5000 View breakup
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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

18 Dec, 2021

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103

IS 13757 (1993)

Burnt Clay Fly Ash Building Bricks-specification

All

10000 View breakup
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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

18 Dec, 2021

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104

IS 6527 (1995)

Stainless steel wire rods - Specification (First Revision)

All

20000 View breakup
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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
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Titanium)	-	1000	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Niobium)	-	1000	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Molybdenum)	-	750	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Copper)	-	750	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Phosphorous)	-	500	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Sulphur)	-	500	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Chromium)	-	750	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Nickel)	-	1500	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Manganese)	-	500	OK
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Silicon)	-	500	ok
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Carbon)	-	500	ok

Complete

18 Dec, 2021

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105

IS 6528 (1995)

Stainless steel wire - Specification (First Revision)

All

20000 View breakup
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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

18 Dec, 2021

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106

IS 14333 (1996)

High Density Polyethylene Pipe For Sewerage -

11500 View breakup
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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

18 Dec, 2021

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107

IS 1030 (1998)

Carbon steel castings for general engineering purposes - Specification (Fifth Revision)

- View breakup
Rs.8500/- for Physical Tests Rs.8500/- for Chemical tests Rs.15,000/- for complete Testing (excluding optional Tests)

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

Complete

18 Dec, 2021

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108

IS 2879 (1998)

Mild steel for metal arc welding electrodes - Specification (Third Revision)

All

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	1000	Freedom from Defects
Cl 8 & 9(Diameter)	-	1000	Dimensions
6(Carbon %)	-	500	Carbon
6(Manganese %)	-	500	Manganese
6(Phosphorus %)	-	500	Phosphorous
6(Sulphur %)	-	500	Sulphur
6(Silicon %)	-	500	Silicon
6( Copper %)	-	100	Copper
6( Aluminium %)	-	100	Aluminium
6( Nb)	-	100	Niobium
6(V)	-	100	Vanadium
6( Ti)	-	100	Titanium
6(Cr)	-	100	Chromium
6(Mo)	-	100	Molybdenum
6(Ni)	-	100	Nickle
6(Cr+ Mo+ Ni)	-	300	Chromium+Molybdenum+Nickle
Cl. 9.2(Maximum Difference between 2 readings taken at any 2 diameters across cross section)	-	1000	Dimensions
Cl. 8,9(Width across flat)	-	1000	Dimensions
Cl. 8,9(Length)	-	1000	Length
Cl. 5.2(Macro Examination)	-	5000	Macro-Examination

Complete

18 Dec, 2021

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109

IS 3975 (1999)

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

All

8000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Dimensions)	-	1000	Dimesions
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

18 Dec, 2021

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110

IS 9103 (1999)

Specification for Concrete Admixtures -

All

35000 View breakup
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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)	-	5000	Compressive strength, percent of control sample
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	5000	Setting time
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	5000	Compressive strength, percent of control sample
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	10000	Flexural Strength
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	10000	Length Change
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	5000	Compressive strength, percent of control sample
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	5000	Compressive strength, percent of control sample
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	5000	Compressive strength, percent of control sample
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	5000	Final time of setting allowable deviation from control sample
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	5000	Compressive strength percent of control
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	5000	Compressive strength percent of control
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	5000	Compressive strength percent of control
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	5000	Compressive strength percent of control
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	5000	Compressive strength percent of control
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	10000	Flexural strength percent of control Sample
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	10000	Flexural strength percent of control Sample
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	10000	Length Change percent Increase over control
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	10000	Length Change percent Increase over control

Complete

18 Dec, 2021

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111

IS 14151 : Part 1 (1999)

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

2000 View breakup
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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

18 Dec, 2021

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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
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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

18 Dec, 2021

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113

IS 1786 (2008)

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

All

21000 View breakup
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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

18 Dec, 2021

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114

IS 12818 (2010)

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

11500 View breakup
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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))	-	1000	NA
9.5(Tensile Strength IS 12235(Part 13))	-	1500	NA

Complete

18 Dec, 2021

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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

- [email protected]

Scope List

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