BIS - LIMS (Laboratory Information Management System)

National Test House (NR)

Kamla Nehru Nagar,Ghaziabad, Ghaziabad, Ghaziabad, Uttar Pradesh, 201002

9999472699 nthnr-ca@nic.in

Scope List

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41 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 456 (2000)

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

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
16.1(Average Compressive Strength)	-	1200	-
16.1(Compressive Strength of Individual Samples )	-	1000	-
16.1(Compressive Strength of Individual Samples )	-	1000	-

Complete

IS 14255 (1995)

Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2)	-	250	-
10.1 a) ii)(Wrapping test - 10810: Part 3)	-	250	-
10.1 a) iii)(Resistance test - IS10810: Part 5)	-	250	-
10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2)	-	250	-
10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3)	-	250	-
10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5)	-	250	-
10.1 c) i)(Physical tests for XLPE Insulation: Tensile strength - IS 10810: Part 7)	-	250	-
10.1 c) i)(Physical tests for XLPE Insulation: elongation at break - IS 10810: part 7)	-	250	-
10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11)	-	250	-
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11)	-	250	-
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30)	-	250	-
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30)	-	250	-
10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12)	-	250	-
10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12)	-	250	-
10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 )	-	250	-
10.1 d) i)(Physical test for PE insulation: Tensile strength - IS 10810: Part 7 )	-	250	-
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7)	-	250	-
10.1 d) ii)(Melt flow index- IS 10810: Part 23)	-	250	-
10.1 d) iv)(Vicat softening point -IS 10810: Part 22)	-	250	-
10.1 d) v)(Environmental stress cracking -IS 10810:Part29)	-	250	-
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43)	-	250	-
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43)	-	250	-
10.1 g)(High voltage test - IS10810:Part 45)	-	250	-
6.4(size of street lighting conductor)	-	250	-
6.5(Size of messenger conductor )	-	250	-
4.1(Phase/Street Lighting conductor)	-	250	-
4.2(Messenger (Neutral Conductor or Otherwise))	-	250	-
6.2(No of strands)	-	250	-
5.1(Insulation)	-	250	-
6.1(Flexibility class)	-	250	-
6.2(Compactness)	-	250	-
6.2(Surface)	-	250	-
6.3(Protective barrier)	-	250	-
6.6(Direction of outer layer)	-	250	-
7.2( Thickness of insulation)	-	250	-
7.3(Tolerance on thickness of insulation )	-	250	-
7.5(Colour of the insulation )	-	250	-
9.1(Assembly (Laying up))	-	250	-
9.3(Direction of lay)	-	250	-
11.4(Bending Test on the Completed Cable ( Optional) )	-	250	-

Complete

IS 3854 (1997)

Switches for domestic and similar purposes - Specification (Second Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Marking)	-	1000	-
12.2.4(Resistance to corrosion)	-	500	-
12.2.4(Resistance to corrosion)	-	500	-
8(Marking)	-	200	-
6(Rating)	-	500	-
6(Rating)	-	500	-
7(Classification)	-	500	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
10(Protection against Electric Shock)	-	500	-
11.1(Provision for earthing)	-	500	-
12(Terminals)	-	500	-
12.2.1(Terminals)	-	100	-
12(Terminals)	-	500	-
12.2.2(Connection of conductor)	-	500	-
12.2.3(Mechanical strength of terminals)	-	500	-
12.2.3(Mechanical strength of terminals)	-	200	-
12.2.5(Undue damage to conductor)	-	200	-
12.2.7(Insertion of conductor)	-	200	-
12.2.9(Locking against accidental loosening)	-	200	-
12.2.11(Distance between screw and conductor)	-	100	-
12.2.11(Distance between screw and conductor)	-	100	-
12.3.2(Screwless terminals)	-	100	-
12.3.3(Connectin of conductor)	-	100	-
12.3.4(Material of terminals)	-	100	-
12.3.5(Clamping)	-	100	-
12.3.5(Clamping)	-	100	-
12.3.7(v) Interconnection of conductors [Cl. 12.3.7])	-	100	-
12.3.7(v) Interconnection of conductors [Cl. 12.3.7])	-	100	-
12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11])	-	100	-
12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11])	-	100	-
12.3.12(vii) Deflection Stresses [Cl. 12.3.12])	-	100	-
13.1(a) Insulating lining, barriers and the like [Cl 13.1])	-	100	-
13.2(b) Construction of switch [Cl 13.2])	-	100	-
13.2(i) Installation Test)	-	100	-
13.3(c) Covers,cover plates and actuating members [Cl 13.3])	-	100	-
13.4(d) Ordinary switches [Cl 13.4])	-	100	-
13.5(e) Rotary switches [Cl 13.5])	-	100	-
13.6(f) Screws and other means [Cl 13.6])	-	100	-
13.7(g) Combination of switches or switches and socket outlets [Cl 13.7])	-	100	-
13.8(h) Assessories combined with switches [Cl. 13.8])	-	100	-
13.9(j) Switches other than ordinary switches [Cl. 13.9])	-	100	-
13.1(k) Switches to be installed in a box [Cl. 13.10])	-	100	-
13.12, 13.13, 13.14(m) Inlet opening [Cl. 13.12.13.13 & 13.14])	-	100	-
13.15(q) Requirements for membrane in inlet opening [ Cl. 13.15])	-	100	-
14(Mechanism [Cl. 14])	-	500	-
15.1(Resistance to Ageing, to Harmful Ingress of water and to Humidity [Cl. 15]: Resistance to Ageing, [Cl. 15.1])	-	400	-
15.2(b)Resistance to Harmful ingress of water [Cl. 15.2])	-	300	-
15.3(c) Resistance to Humidity [Cl. 15.3])	-	300	-
16.1(Insulation resistance [Cl. 16.1])	-	800	-
16.2( Electric Strength [Cl. 16.2])	-	700	-
17(Temperature- rise [Cl. 17])	-	2000	-
18(Marking and breaking Capacity[Cl. 18])	-	3500	-
18(Marking and breaking Capacity[Cl. 18])	-	3500	-
19(Normal Operation [Cl. 19] a) General & Operation)	-	4000	-
19(b) Electric Strength)	-	2000	-
19(c)Temperature-rise )	-	1000	-
14.3(d)Test for arcing and sparking [Cl 14.3])	-	200	-
19.2(Normal Operation (For AX type Switches) [Cl. 19.2])	-	200	-
19.2(Normal Operation (For AX type Switches) [Cl. 19.2])	-	200	-
20(Mechanical Strength Test [Cl. 20])	-	500	-
21(Resistance to Heat [Cl.21])	-	1000	-
21(Resistance to Heat [Cl.21])	-	1000	-
21(Resistance to Heat [Cl.21])	-	1000	-
22(Screw, Current Carrying Part And Connection [Cl.22])	-	200	-
22.1(i) Screw & Nuts [Cl.22.1])	-	100	-
22.4(ii) Screw & rivets [Cl . 22.4])	-	100	-
22.3(iii) Electrical Connections [Cl.22.3])	-	100	-
22.5(iv) Current carrying part [Cl.22.5])	-	100	-
23.2(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	500	-
23(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	500	-
23(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	500	-
22.7(Screws, current carrying parts and connections )	-	100	-
22.6(Screws, current carrying parts and connections )	-	100	-
22.5(Screws, current carrying parts and connections )	-	100	-
22.4(Screws, current carrying parts and connections )	-	100	-
22.3(Screws, current carrying parts and connections )	-	100	-
22.2(Screws, current carrying parts and connections )	-	100	-
22.1(Screws, current carrying parts and connections )	-	100	-
21.3(Resistance to heat )	-	100	-
21.2(Resistance to heat )	-	100	-
21.1(Resistance to heat )	-	200	-
20.9(Mechanical strength )	-	100	-
20.8(Mechanical strength )	-	100	-
20.7(Mechanical strength )	-	100	-
20.6 & 24.4.2(Mechanical strength )	-	100	-
20.6 & 24.4.1(Mechanical strength )	-	100	-
20.5 & 24.4.2(Mechanical strength )	-	100	-
20.5 & 24.4.1(Mechanical strength )	-	100	-
20.4.2(Mechanical strength )	-	100	-
20.4.1(Mechanical strength )	-	100	-
20.4(Mechanical strength )	-	100	-
20.3(Mechanical strength )	-	100	-
20.2(Mechanical strength )	-	100	-
20.1(Mechanical strength )	-	100	-
19.2(Normal operation)	-	2000	-
19.1(Normal operation)	-	3000	-
18.2(Making and breaking capacity )	-	2000	-
18.1(Making and breaking capacity )	-	1000	-
16.3(Insulation resistance and electric strength )	-	500	-
16(Insulation resistance and electric strength )	-	1500	-
15.3(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2.3(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2.2(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2.1(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.1(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15(Resistance to ageing, to harmful ingress of water and to humidity )	-	1500	-
14.6(Mechanism)	-	100	-
14.5(Mechanism)	-	100	-
14.4(Mechanism)	-	100	-
14.3(Mechanism)	-	100	-
14.2(Mechanism)	-	100	-
14.1(Mechanism)	-	100	-
13.15.2(Constructional requirements )	-	100	-
13.15.1(Constructional requirements )	-	100	-
13.15(Constructional requirements )	-	200	-
13.14(Constructional requirements )	-	200	-
13.13(Constructional requirements )	-	100	-
13.12(Constructional requirements )	-	100	-
13.11(Constructional requirements )	-	100	-
13.1(Constructional requirements )	-	100	-
13.9(Constructional requirements )	-	100	-
13.8(Constructional requirements )	-	100	-
13.7(Constructional requirements )	-	100	-
13.6(Constructional requirements )	-	100	-
13.5(Constructional requirements )	-	100	-
13.4(Constructional requirements )	-	100	-
13.3.3(Constructional requirements )	-	100	-
13.3.2(Constructional requirements )	-	100	-
13.3.1(Constructional requirements )	-	100	-
13.3(Constructional requirements )	-	100	-
13.2(Constructional requirements )	-	100	-
13.1(Constructional requirements )	-	100	-
13(Constructional requirements )	-	500	-
12.3.12(Terminals)	-	200	-
12.3.11.b(Terminals)	-	200	-
12.3.11.a(Terminals)	-	200	-
12.3.10(Terminals)	-	200	-
12.3.9(Terminals)	-	200	-
12.3.6(Terminals)	-	200	-
12.3.1(Terminals)	-	200	-
12.3(Terminals)	-	200	-
12.2.12(Terminals)	-	200	-
12.2.10(Terminals)	-	200	-
12.2.8(Terminals)	-	200	-
12.2.6(Terminals)	-	200	-
12.2(Terminals)	-	200	-
12.1(Terminals)	-	200	-
11.4(Provision for earthing)	-	100	-
11.3(Provision for earthing)	-	100	-
11.2(Provision for earthing)	-	100	-
11.1(Provision for earthing)	-	100	-
10.7(Protection against electric shock )	-	100	-
10.5(Protection against electric shock )	-	100	-
10.4(Protection against electric shock )	-	100	-
10.3.2(Protection against electric shock )	-	100	-
10.3.1(Protection against electric shock )	-	100	-
10.3(Protection against electric shock )	-	100	-
10.2(Protection against electric shock )	-	100	-
10.1(Protection against electric shock )	-	100	-
8.1(Marking)	-	100	-
8.8(Marking)	-	100	-
8.7(Marking)	-	100	-
8.6(Marking)	-	100	-
8.5(Marking)	-	100	-
8.4(Marking)	-	100	-
8.3(Marking)	-	100	-
8.2(Marking)	-	100	-
8.1(Marking)	-	100	-
7.2(Classification)	-	100	-
7.1.8(Classification)	-	100	-
7.1.6(Classification)	-	100	-
7.1.5(Classification)	-	100	-
7.1.4(Classification)	-	100	-
7.1.3(Classification)	-	100	-
7.1.2(Classification)	-	100	-
7.1.1(Classification)	-	100	-
7.1(Classification)	-	100	-
6.2(Ratings)	-	100	-
6.1(Ratings)	-	100	-
6(Ratings)	-	200	-
25(Resistance to Rusting)	-	500	-
12.2.6(Terminals, Qualitative)	-	200	-
12.3.1(Terminals, Qualitative)	-	200	-
12.3.6(Terminals, Qualitative)	-	200	-
12.3.10(Terminals, Qualitative)	-	200	-
13.12(Qualitative)	-	100	-
14(Mechanism)	-	500	-

Complete

IS 1554 : Part 1 (1988)

Specification for pvc insulated (Heavy Duty) electric cables: Part 1 for working voltages up to and including 1100 v (Third Revision)

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2(MATERIALS : ARMGURING)	-	500	-
13.6 e)(ARMOURING: Uniformity of zinc coating)	-	500	-
13.6 f)(ARMOURING: Mass of zinc coating )	-	300	-
16.5(Oxygen Index Test)	-	300	-
16.1(Temperature Index)	-	300	-
16.9(Test for Halogen Acid Gas Evolution)	-	200	-
13.6 a)(ARMOURING: Tensile Strength)	-	100	-
3.1(MATERIALS : CONDUCTOR)	-	100	-
4.1.1(INSULATION : General Purjose Insulaiion)	-	200	-
4.1.2(INSULATION : Heat Resisting Insulation)	-	200	-
5.1(MATERIALS : FILLER AND INNER SHEATH)	-	200	-
5.2(MATERIALS : FILLER AND INNER SHEATH)	-	100	-
6.1(MATERIALS : ARMGURING)	-	100	-
7.1.1(OUTER SHEATH : For Cables with General Purpose InsuIafion)	-	0	-
7.1.2(OUTER SHEATH : For Cables with Heat Resisting InsuIalion)	-	0	-
8.1(CONSTRUCTION : CONDUCTOR)	-	100	-
8.2(CONSTRUCTION : CONDUCTOR)	-	100	-
9.1(INSULATION )	-	100	-
9.2(INSULATION : Thickness of Insulation)	-	200	-
9.3(INSULATION :Tolerance on Thickness of Insulation)	-	100	-
9.4(INSULATION : Application of Insulation)	-	100	-
10.1(CORE IDENTIFICATION)	-	100	-
10.2(CORE IDENTIFICATION)	-	0	-
10.3(CORE IDENTIFICATION)	-	0	-
10.3.1(Arrangement of Marking)	-	100	-
11.1(LAYING UP OF CORES)	-	100	-
11.2(LAYING UP OF CORES)	-	0	-
12.1(INNER SHEATH)	-	100	-
12.2(INNER SHEATH)	-	0	-
12.3(INNER SHEATH :Thickness of Inner Sheath)	-	300	-
13.1.1(ARMOURING : Application)	-	200	-
13.1.2(Armouring: Coverage )	-	200	-
13.1.3(ARMOURING : Direction of lay )	-	200	-
13.1.4(ARMOURING : Application)	-	0	-
13.2(ARMOURING : Type of Armour)	-	200	-
13.2.1(ARMOURING : Type of Armour)	-	0	-
13.3(Armouring : Dimensions -Wire Diameter)	-	200	-
13.3(Armouring : Dimensions -Formed wire )	-	200	-
13.4(ARMOURING : Joints)	-	200	-
13.5.1(ARMOURING : Resistance)	-	500	-
13.5.2(ARMOURING : Resistance)	-	500	-
13.6 b)(ARMOURING: Elongation )	-	100	-
13.6 c)(ARMOURING: Torsion Test (For round wire ) )	-	100	-
13.6 d)(ARMOURING: Winding Test(For formed wire))	-	100	-
13.6 g)(ARMOURING: Resistivity)	-	200	-
14.1(OUTER SHEATH)	-	100	-
14.2(OUTER SHEATH)	-	0	-
14.3(OUTER SHEATH : Colour )	-	100	-
14.4.1(Thickness of Outer Sheath : Unarmowed Cables)	-	300	-
14.4.2(Thickness of Outer Sheath : Armoured Cables)	-	100	-
15.1 a) 1)(Tests on conductor : Annealing test ( for copper ))	-	500	-
15.1 a) 2)(Tensile test (for aluminium) - Before stranding )	-	500	-
15.1 a) 2)(Tensile test (for aluminium) - After stranding )	-	500	-
15.1 a) 3)(Tests on conductor : Wrapping test ( for aluminium ))	-	500	-
15.1 a) 4)(Tests on conductor : Conductor resistance test)	-	500	-
15.1 a) 4)(Resistance test - Neutral conductor )	-	100	-
15.1 d)1)(Phyaical tests for insulation : Tensile Test)	-	100	-
15.1 d)1)(Phyaical tests for insulation : Elongation )	-	100	-
15.1 d)2)(Phyaical tests for insulation- Ageing in air Oven : Tensile Test)	-	200	-
15.1 d)2)(Phyaical tests for insulation - Ageing in air oven : Elongation )	-	200	-
15.1 d)2)(Phyaical tests for insulation - Ageing in air Oven : Tensile Variation )	-	200	-
15.1 d)2)(Phyaical tests for insulation- Ageing in air oven : Elongation Variation )	-	200	-
15.1 d)2)(Physical tests for outer sheath- Ageing in air oven : Tensile stregth )	-	200	-
15.1 d)2)(Physical tests for outer sheath -Ageing in air oven : Elongation )	-	200	-
15.1 d)2)(Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation )	-	200	-
15.1 d)2)(Physical tests for outer sheath -Ageing in air oven : Elongation Variation )	-	100	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage )	-	500	-
15.1 d)3)(Phyaical tests for insulation : Shrinkage - Crack observed )	-	200	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage )	-	500	-
15.1 d)3)(Phyaical tests for Sheath : Shrinkage - Crack observed )	-	200	-
15.1 d)4)(Hot deformation : Insulation )	-	200	-
15.1 d)4)(Hot deformation : Sheath )	-	200	-
15.1 d)5)( Loss of mass in air oven- Insulation )	-	200	-
15.1 d)5)( Loss of mass in air oven- sheath )	-	200	-
15.1 d)6)(Heat shock test- Insulation )	-	200	-
15.1 d)6)(Heat shock test- sheath )	-	200	-
15.1 d)7)(Thermal stability- insulation )	-	200	-
15.1 d)7)(Thermal stability- Sheath )	-	200	-
15.1 e)(Insulation resistance test : Volume Resistivity )	-	0	-
15.1 e)(Insulation resistance test : IR Constant )	-	0	-
15.1 f)(High voltage test ( water immersion test ))	-	0	-
15.1 g)(High voltage test at room temperature)	-	500	-
15.1 g)(High voltage test at room temperature)	-	0	-
15.4 a)(Cold bend test- Insulation ( Optional test))	-	500	-
15.4 a)(Cold bend test- Sheath ( Optional test))	-	500	-
15.4 b)(Cold impact test- Insulation ( Optional test))	-	500	-
15.4 b)(Cold impact test- Sheath ( Optional test))	-	500	-
15.4 c)(Armour resistance test ( for other than mining cables ).- Optional test )	-	500	-
16.1(DETAILS OF TESTS : General)	-	0	-
16.2(DETAILS OF TESTS : High Voltage Test at Room Temperature)	-	0	-
16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test)	-	1000	-
16.3.2(High Voltage Test ( Water Immersion Test ) : d.c. Test)	-	1000	-
16.4(Flammability Test)	-	200	-
16.6(Flame Retardance Test on Single Cables)	-	100	-
16.7(Flame Retardance Test on Bunched Cables)	-	100	-
17.1(IDENTIFICATION : Manufacturer’s Identification)	-	100	-
17.2(IDENTIFICATION : Cable Identification)	-	100	-
17.2.1(IDENTIFICATION : Cable Identification)	-	0	-
17.3(IDENTIFICATION : Cable Code)	-	100	-
15.1.e(Insulation resistance Test- Insulation resistance At Maximum rated temperature temperature)	-	500	-
15.1.e(Insulation resistance Test- Insulation resistance constant At Room temperature)	-	500	-
15.1.e(Insulation resistance Test- Volume Resistivity At Maximum rated temperature temperature)	-	200	-
15.1.e(Insulation resistance Test- Volume Resistivity At Room temperature)	-	200	-
16.4(Flammability Test- Un affected portion)	-	100	-
16.4(Flammability Test- Period of Burning)	-	100	-
9.3(Minimum Thickness of Reduce core insulation)	-	100	-
9.2(Thickness of Reduce core insulation)	-	100	-
3.1 Table 2 IS 8130(Number of wires in the conductor)	-	100	-
Cl No. 16.10(Smoke density test)	-	200	-
Cl No. 16.8(Test for specific optical density of smoke)	-	200	-
Table 4(Copper purity test)	-	200	-

Complete

IS 8978 (1992)

Specification for electric instantaneous water heaters (Second Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7 of IS 302-2-35:2017(Marking)	-	100	-
Cl.7 of IS 302-2-35:2017(Marking)	-	0	-
Cl.7 of IS 302-2-35:2017(Marking)	-	0	-
Cl.7 of IS 302-2-35:2017(Marking)	-	0	-
Cl.7 of IS 302-2-35:2017(Marking)	-	0	-
Cl.6 of IS 302-2-35:2017(Classification)	-	100	-
Cl.6 of IS 302-2-35:2017(Classification)	-	0	-
Cl.8 of IS 302-2-35:2017(Protection Against Access To Live Parts)	-	1000	-
Cl.10 of IS 302-2- 35:2011(Power Input & Current )	-	1000	-
Cl.11 of 302-2-35:2017(Heating)	-	1000	-
Cl.11 of 302-2-35:2017(Heating)	-	0	-
Cl.11 of 302-2-35:2017(Heating)	-	0	-
Cl.11 of 302-2-35:2017(Heating)	-	0	-
Cl.13 of IS 302-2-35:2017(Leakage Current & Electrical Strength at Operating Temperature )	-	500	-
Cl.13 of IS 302-2-35:2017(Leakage Current & Electrical Strength at Operating Temperature )	-	0	-
Cl.14 of IS 302-2-35:2017(Transient Over Voltages )	-	500	-
Cl.15 of IS 302-2-35-2011(Moisture Resistance )	-	100	-
Cl.16 of IS 302-2-35:2011(Leakage Current and Electric Strength)	-	0	-
Cl.16 of IS 302-2-35:2011(Leakage Current and Electric Strength)	-	0	-
Cl.17 IS 302-2-35:2017(Overload Protection of Transformers & Associated circuits )	-	100	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation)	-	100	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation)	-	0	-
Cl.20 of IS 302-2-35-2011(Stability & Mechanical Hazards )	-	100	-
Cl.21.1 of IS 302-2-35-2011(Mechanical strength)	-	500	-
Cl. 21.2 of IS 302-1:2008(Mechanical strength)	-	0	-
Cl.22 of IS 302-2-35-2011(Construction )	-	500	-
Cl.22 of IS 302-2-35-2011(Construction )	-	0	-
Cl.23 of IS 302-2-35-2011(Internal Wiring)	-	400	-
Cl.23 of IS 302-2-35-2011(Internal Wiring)	-	0	-
Cl.24 of IS 302-2-35:2017(Component )	-	500	-
Cl.25 of IS 302-2-35:2017(Supply Connection & External Flexible Cords)	-	300	-
Cl.25 of IS 302-2-35:2017(Supply Connection & External Flexible Cords)	-	0	-
Cl.26 of IS 302-2-35:2017(Terminals for External Conductors)	-	100	-
Cl.26 of IS 302-2-35:2017(Terminals for External Conductors)	-	0	-
Cl.27 of IS 302-2-35:2017(Provision for Earthing)	-	500	-
Cl.28 of IS 302-2-35:2017(Screws and Connections )	-	300	-
Cl.29 of IS 302-2-35:2017(Clearances, Creepage Distances and Solid Insulation)	-	500	-
Cl.29 of IS 302-2-35:2017(Clearances, Creepage Distances and Solid Insulation)	-	0	-
Cl.29 of IS 302-2-35:2017(Clearances, Creepage Distances and Solid Insulation)	-	0	-
Cl.30 of IS 302-2-35: 2011(Resistance to Heat and Fire)	-	500	-
Cl.30.1 of IS 302-1:2008(Resistance to Heat and Fire)	-	0	-
Cl.31 of IS 302-2-35: 2011(Resistance to Rusting )	-	500	-
Cl.30.2 of IS 302-1:2008(Resistance to Heat and Fire)	-	0	-
Cl.29.2 of IS 302-2-35:2017(Clearances, Creepage Distances and Solid Insulation : Creepage distance )	-	0	-
Cl.29.1 of IS 302-2-35:2017(Clearances, Creepage Distances and Solid Insulation : Clearance distance )	-	0	-
Cl.28 of IS 302-2-35:2017(Screws and Connections )	-	0	-
Cl.27.5 of IS 302-2-35:2017(Provision for Earthing : ECR )	-	0	-
Cl.27 of IS 302-2-35:2017(Provision for Earthing)	-	0	-
Cl.26 of IS 302-2-35:2017(Terminals for External Conductors)	-	0	-
Cl.25.18 of IS 302-2-35:2017(Supply Connection & External Flexible Cords)	-	0	-
Cl.25.15 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : Cord grip test - displacement )	-	0	-
Cl.25.15 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : Cord grip test )	-	0	-
Cl.25.12 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : Moulding of supply cord )	-	0	-
Cl.25.10 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : Colour of Earthing conductor )	-	0	-
Cl.25.8 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : Resistance of supply cord )	-	0	-
Cl.25.5 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : Type of attachment )	-	0	-
Cl.25.1 of IS 302-2-35:2017(Supply Connection & External Flexible Cords : connection to the supply mains)	-	0	-
Cl.25 of IS 302-2-35:2017(Supply Connection & External Flexible Cords)	-	0	-
Cl.24 of IS 302-2-35:2017(Component )	-	500	-
Cl.23 of IS 302-2-35:2017(Internal Wiring ; Colour of earthing conductor)	-	0	-
Cl.22.110 of IS 302-2-35:2017(Construction : Provision for fixing to wall )	-	500	-
Cl.22.109 of IS 302-2-35:2017(Construction : Operation of presure switch of open outlet water heater )	-	0	-
Cl.22.108 of IS 302-2-35:2017(Construction : Temperature of outlet water intended to supply for showring )	-	0	-
Cl.22.107 of IS 302-2-35:2017(Construction : Temperature of outlet )	-	0	-
Cl.22.106 of IS 302-2-35:2017(Construction : Operation of thermal cut out for closed water heater )	-	0	-
Cl.22.104 of IS 302-2-35:2017(Construction : Pressure in open outlet water heaters )	-	0	-
Cl.22.103 of IS 302-2-35:2017(Construction : Pressure relief device operation for closed water heater )	-	0	-
Cl.22.102 of IS 302-2-35:2017(Construction : excessive temperature of outlet )	-	0	-
Cl.22.101 of IS 302-2-35:2017(Construction : Rated pressure of closed water heater )	-	0	-
Cl.22.47 of IS 302-2-35:2017(Construction : Water pressure test )	-	0	-
Cl.22.44 of IS 302-1:2008(Construction : Shape and decoration )	-	0	-
Cl.22.34, Cl 22.35 of IS 302-1:2008(Construction : Shaft of operating Knobs )	-	0	-
Cl.22.33 of IS 302-1:2008(Construction : Direct contact of liquids )	-	0	-
Cl 22.26 ,Cl.22.28, Cl 22.29, Cl 22.30 , Cl 22.31, Cl 22.32 of IS 302-1:2008(Construction : Supplymentry/ double / reinforced insulation for Class II/ Class III appliance )	-	0	-
Cl.22.18 of IS 302-1:2008(Construction : Resistance to corrosion )	-	0	-
Cl.22.17 of IS 302-1:2008(Construction : Spacers )	-	0	-
Cl.22.14 of IS 302-1:2008(Construction : Ragged or sharp edges )	-	0	-
Cl.22.12 of IS 302-1:2008(Construction : Fixing of Handle, knob, grips, levers and similar parts )	-	0	-
Cl.22.11 of IS 302-1:2008(Construction : Fixing of non detachable parts )	-	0	-
Cl.22.7 of IS 302-1:2008(Construction : safeguards against the risk of excessive pressure. )	-	0	-
Cl.22.6 of IS 302-2-35:2017(Construction : size of drain hole )	-	0	-
Cl.22.6 of IS 302-1:2008(Construction : effect of water on 3 insulation )	-	0	-
Cl.22.2 of IS 302-1:2008(Construction : connection to supply mains )	-	0	-
Cl.22.1 of IS 302-1:2008(Construction : IP test )	-	0	-
Cl. 21.2 of IS 302-1:2008(Mechanical strength : prevent penetration by sharp implements. )	-	500	-
Cl.21.1 of IS 302-1:2008(Mechanical strength : Rough handling in normal use)	-	0	-
Cl.20 of IS 302-2-35:2017(Stability & Mechanical Hazards )	-	100	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation : effect on container)	-	100	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation : High voltage)	-	0	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation : Temperature rise of insulation of supply cord)	-	0	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation : Temperature rise of test corner)	-	0	-
Cl.19 of IS 302-2-35:2017(Abnormal Operation : Emission of flames, molten metal ,or poisonous or ignitable gas)	-	0	-
Cl.16 of IS 302-2-35:2017(Leakage Current and Electric Strength (After Humidity))	-	1000	-
Cl.16 of IS 302-2-35:2017(Leakage Current and Electric Strength (After Humidity))	-	0	-
Cl.15 of IS 302-2-35:2017(Moisture Resistance )	-	100	-
Cl.14 of IS 302-2-35:2017(Transient Over Voltages )	-	100	-
Cl.13 of IS 302-2-35:2017(Leakage Current & 3 Strength at Operating Temperature : High voltage )	-	0	-
Cl.11 of 302-2-35:2017(Heating : room temperature)	-	100	-
Cl.11 of 302-2-35:2017(Heating : Insulation of supply cord)	-	0	-
Cl.11 of 302-2-35:2017(Heating : Temperature rise of test corner)	-	0	-
Cl.10 of IS 302-2- 35:2017(Power Input & Current )	-	1000	-
Cl.8 of IS 302-2-35:2017(Protection Against Access To Live Parts)	-	900	-
Cl.7.102 of IS 302-2-35:2017(Marking : Standard mark)	-	100	-
Cl.7.101 of IS 302-2-35:2017(Marking : Woter inlet and outlet idetification)	-	0	-
Cl.7.15 of IS 302-1:2008(Marking : Position of marking)	-	0	-
Cl.7.14 of IS 302-1:2008(Marking ; Legibility and durability)	-	0	-
Cl.7.13 of IS 302-1:2008(Marking : Language)	-	0	-
Cl.7.10 & 7.11 of IS 302-1:2008(Marking : Indication for direction of control)	-	0	-
Cl.7.8 of IS 302-1:2008(Marking : Terminal for connection )	-	0	-
Cl.7.6 of IS 302-1:2008(Marking : Symbols)	-	0	-
Cl.7.1 of IS 302-2-35:2017(Marking : rated pressure)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Country of manufacture)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : IP number )	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Symbol for class II)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Molel or type)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Manufacture identification)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Rated power input)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Nature of supply)	-	0	-
Cl.7.1 of IS 302-1:2008(Marking : Rated Voltage)	-	0	-

Complete

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	2000	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	1000	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	2000	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	1000	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	1000	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	1000	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	1000	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	1000	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	1000	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1000	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	1000	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	3000	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	3000	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	1500	-

Complete

IS 303 (1989)

Plywood for General Purposes -

13000 View breakup
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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)	-	0	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	0	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	0	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
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])	-	1500	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	3000	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	3000	-
11.3(Moisture Content - Part 1 of IS 1734)	-	1000	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	500	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	500	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	0	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	0	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	1000	-
5.1(Type - For BB Type)	-	0	-
5.1(Type - For AB Type)	-	0	-
5.1(Type - For AA Type)	-	0	-
4(Grade - For MR grade)	-	0	-
4(Grade - For BWR grade)	-	0	-

Complete

IS 2202 : Part 1 (1999)

Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2(Plywood)	-	0	-
9.2(Workmanship & finish - IS 2202(Pt-1))	-	0	-
9.3(Workmanship & finish - IS 2202(Pt-1))	-	0	-
11.1(Height - IS 4020 (Pt-2))	-	500	-
11.1(Width- IS 4020 (Pt-2))	-	500	-
11.1(Thickness - IS 4020 (Pt-2))	-	500	-
11.1(Variation in thickness - IS 4020 (Pt-2))	-	0	-
11.1( Squareness Test - IS 4020 (Pt-2))	-	500	-
11.2( Twist, cupping & wrapping - IS 4020 (Pt-3))	-	1000	-
11.3(Depth of deviation - IS 4020(Pt-4))	-	1000	-
11.4(Impact Indentation Test - IS 4020(Pt-5))	-	1000	-
11.4(Depth of indentation - IS 4020(Pt-5))	-	0	-
11.5(Deflection at maximum load - IS 4020(Pt-6))	-	1000	-
11.5(Residual deflection - IS 4020(Pt-6))	-	0	-
11.6(Deflection of the edge at maximum load - IS 4020(Pt-7))	-	750	-
11.6(Residual deflection after removal of load - IS 4020(Pt-7))	-	0	-
11.6(Lateral buckling during loading - IS 4020(Pt-7))	-	750	-
11.6(Residual lateral buckling - IS 4020(Pt-7))	-	0	-
11.7(Shock Resistance Test -IS 4020(Pt-8))	-	750	-
11.7(Shock Resistance Test -IS 4020(Pt-8))	-	750	-
11.8(Buckling Test - IS 4020(Pt-9))	-	1500	-
11.8(Initial deflection - IS 4020(Pt-9))	-	0	-
11.8(Residual deformation after 15 minutes of unloading - IS 4020(Pt-9))	-	0	-
11.9(Slamming Test - IS 4020(Pt-10))	-	1000	-
11.1(Misuse Test - IS 4020(Pt-11))	-	1000	-
11.11(Varying Humidity Test - IS 4020(Pt-12))	-	1000	-
11.11(The recovery of the original size after subjecting the door to high and low humidity- IS 4020(Pt-12))	-	1000	-
11.11(Maximum departure from the general planeness - IS 4020(Pt-12))	-	1000	-
11.12(End Immersion Test - IS 4020(Pt-13))	-	1000	-
11.13(Knife Test - IS 4020(Pt-14))	-	1000	-
11.14(Glue Adhesion Test - IS 4020(Pt-15))	-	1000	-
11.15(Screw Withdrawal Resistance test - IS 4020 (Pt-16))	-	1000	-
11.15(Screw Withdrawal Strength - IS 4020 (Pt-16))	-	0	-

Complete

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

11000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.3(Dimensional Requirements - Length - 8.1.4)	-	1000	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	0	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	0	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	0	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	0	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	0	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	1000	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	0	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	1000	-
9.2.3(Adhesion of Plies - Annexure H)	-	1000	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	2000	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	0	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	1000	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	0	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	1000	-
9.2.6(Spot test - Annexure L)	-	2000	-

Complete

IS 1786 (2008)

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

24000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1000	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	0	-
Cl 7.2(Weight)	-	1000	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1000	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	1000	-
Cl. 8.1 Table 3(Elongation, percentage)	-	1000	-
Cl. 8.1 Table 3(TS/YS ratio)	-	0	-
Cl. 9.3, Table 4(Bend Test )	-	1000	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	1000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	1000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT )	-	1000	-
Cl 5(Deformations and Surface Characteristics)	-	15000	-
4.1(Sulphur and phosphorous)	-	500	-
4.1(CE)	-	1000	-
4.1( Nitrogen%)	-	500	-
4.1(Ni)	-	500	-
4.1(Mo)	-	500	-
4.1(Cr)	-	500	-
4.1( Ti)	-	500	-
4.1(V)	-	500	-
4.1( Copper %)	-	500	-
4.1(Silicon %)	-	500	-
4.1(Sulphur %)	-	500	-
4.1(Phosphorus %)	-	500	-
4.1(Manganese %)	-	500	-
4.1(Carbon %)	-	500	-
4.1( Aluminium %)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	500	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN)	-	500	-

Complete

IS 694 (2010)

Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision)

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.8(Smoke density rating)	-	3600	RUPEE 900 EXTRA FOR EACH OTHER CORE
10.6(Halogen evolution)	-	3600	RUPEE 900 EXTRA FOR EACH OTHER CORE
10.7(Temperature index)	-	3600	RUPEE 900 EXTRA FOR EACH OTHER CORE
10.5(Oxygen index)	-	3600	RUPEE 900 EXTRA FOR EACH OTHER CORE
11.1(Durability)	-	100	-
11(Identification)	-	100	-
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC))	-	2000	-
table 1 e) 3) (IR constant- max. Temp)	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
table 1 e) 3) (IR constant- Room temp )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
table 1 e) 3) (Volume Resistivity - Room temp )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
10.2(HV (room temperature))	-	1000	RUPEE 100 EXTRA FOR EACH OTHER CORE
10.1(HV (water immersion))	-	1500	RUPEE 150 EXTRA FOR EACH OTHER CORE
10.1(HV (water immersion))	-	1500	RUPEE 150 EXTRA FOR EACH OTHER CORE
10.4(Flammability test- Unaffected portion)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
10.4(Flammability test-Burning after flame removal)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1(Category Code)	-	100	-
Table 1 iii) d) 7)(Thermal stability- Sheath )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 7)(Thermal stability- Insulation )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 5)(Heat shock-Sheath )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 4)(Cracks Observed)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 4)(Shrinkage- Sheath )	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	750	RUPEE 75 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	750	RUPEE 75 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 3)(Sheath- Elongation variation)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 3)(Sheath- TS variation)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 3)(Sheath- Elongation (After ageing))	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing))	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing))	-	375	RUPEE 37.5 EXTRA FOR EACH OTHER CORE
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing))	-	375	RUPEE 37.5 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 3)(Elongation variation)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 3)(TS variation)	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 3)(Elongation (After ageing))	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 3)(Tensile strength (After ageing))	-	250	RUPEE 25 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 1)(Elongation (Without ageing))	-	375	RUPEE 37.5 EXTRA FOR EACH OTHER CORE
Table 1 iii) c) 1)(Tensile strength (Without ageing))	-	375	RUPEE 37.5 EXTRA FOR EACH OTHER CORE
(Cl. 18.1.4) (Cl. 19.1.5) (Cl. 20.1.4) (Cl. 22.1.4)(Colour of Sheath)	-	10	-
8.3(Thickness of Sheath)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
5.2(Application )	-	100	-
5.3(Thickness of Insulation)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
9.1(Ovality)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
9(Overall dimensions)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
4.2(Conductor resistance test)	-	1500	RUPEE 150 EXTRA FOR EACH OTHER CORE
4.1(Wrapping test (for Al))	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
4.1(Tensile test (for Al)- After Stranding)	-	1000	RUPEE 100 EXTRA FOR EACH OTHER CORE
4.1(Tensile test (for Al)-Before Stranding)	-	300	RUPEE 30 EXTRA FOR EACH OTHER CORE
4.1(Annealing test (for copper))	-	1000	RUPEE 100 EXTRA FOR EACH OTHER CORE
(Cl.6.1.3 of IS 8130:2013)(Flexible Conductors (Classes 5))	-	100	-
(Cl.6.1.3 of IS 8130:2013)( Flexible Conductors (Classes 5))	-	100	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors(Class-2))	-	100	-
(Cl.6.1.3 of IS 8130:2013)(Stranded compacted circular conductors and shaped conductors (Class 2))	-	100	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2))	-	100	-
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2))	-	100	-
(Cl.6.1.3 of IS 8130:2013)(Solid Conductor (Class 1))	-	100	-
(Cl.6.1 of IS 8130:2013)(Solid Conductor (Class 1))	-	100	-
(Cl.6.1 of IS 8130:2013)(Solid Conductor (Class 1))	-	100	-
(Cl.16.1) (Cl.19.1)(Conductor- Diameter )	-	100	-
(Cl.16.1) (Cl.19.1)(Conductor)	-	100	-
(Cl.16.1) (Cl.19.1)(Conductor)	-	100	-
(Cl.16.1) (Cl.19.1)(Conductor)	-	100	-
(Cl. 18.1.3) (Cl. 19.1.4) (Cl. 20.1.3) (Cl. 21.1.3) (Cl. 22.1.3)(Assembly of cores )	-	100	-
12(CONSTRUCTION Core Identification)	-	100	-
8.1(Sheath Material )	-	100	-
7(Binder Tape)	-	100	-
6.2(Filler)	-	100	-
5.1(Insulation)	-	100	-
4.4(Joints in Conductor)	-	100	-
4.4(Joints in Conductor)	-	100	-
4.1(Conductor - Material)	-	100	-
4.1(Conductor - Material)	-	100	-
10.11(Persulphate Test )	-	500	RUPEE 50 EXTRA FOR EACH OTHER CORE
12.0(Core identification)	-	100	-
4, IS 8130(Construction of conductor)	-	100	-
Table 2, IS 8130(No fo wire in a conductor)	-	100	-
8.3(Minimum thickness of Sheath)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
8.3(Avarage thickness of Sheath)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
5.3(Minimum thickness of insulation)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
5.3(Avarage thickness of insulation)	-	125	RUPEE 12.5 EXTRA FOR EACH OTHER CORE
Table 4(Copper purity test)	-	500	-
10.3(Spark test)	-	0	-
table 1, 4.2(insulation resistance test)	-	100	RUPEE 10 EXTRA FOR EACH OTHER CORE
5.4(Mechanical properties before and after ageing)	-	100	RUPEE 10 EXTRA FOR EACH OTHER CORE
10.11(Per sulphate test (for tinned Cu cable only))	-	100	RUPEE 10 EXTRA FOR EACH OTHER CORE

Complete

IS 2062 (2011)

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

8292 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 15(Length, Width & Thickness)	-	1000	-
Cl 18(Weight)	-	1000	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-	1000	-
Cl 11.3(Press)	-	1000	-
Cl 7(Workmanship)	-	1000	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-	1000	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-	1000	-
Cl 12(Sudden Load Applied)	-	5000	-
Clause - 5, 8.1 & 8.2(E650, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E650, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E650, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E650, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E650, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E650, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E650, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E600, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E600, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E600, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E600, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E600 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E600, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E600, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E600, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E550, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E550, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E550, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E550, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E550 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E550, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E550, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E550, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E450, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E450, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E450, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E450, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E450 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E450, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E450, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E450, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E410, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E410, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E410, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E410, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E410 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E410, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E410, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E410, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E350, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E350, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E350, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E350, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E350 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E350, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E350, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E350, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E300, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E300, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E300, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E300, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E300 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E300, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E300, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E300, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E275, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E275, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E275, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E275, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E275 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E275, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E275, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E250, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E250, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E250, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E250, CARBON)	-	500	-

Complete

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

10000 View breakup
Rs.10000/- [Rs.6000/- for physical, Rs.4000/- for chemical]

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)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 i.(Fineness)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	0	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	0	-
6.1 Table-2 viii(Alkali content)	-	1000	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	3000	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	-
6.1 Table-2 viii(Alkali content)	-	1000	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	3000	-
6 - Table - 1 viii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	-

Complete

IS 455 (2015)

Portland slag cement - Specification

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7 Table-2(Cl. 7 Table-2 i (Fineness ))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion ))	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Expansion after aeration ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion ))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Expansion after aeration ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iii a (Setting time Initial))	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 iii b (Setting time Final))	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr ))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) )	-	1000	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1000	-

Complete

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-

Complete

IS 1475 : Part 1 (2001)

Self - Contained drinking water coolers - Specification: Part 1 energy consumption and performance (Third Revision)

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.2(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.3(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.4(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.5(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.6(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.7(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.8(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.9(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.1(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.11(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.12(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.13(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.14(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.15(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.16(COMPONENTS AND THEIR MATERIALS)	-	500	-
6.17(COMPONENTS AND THEIR MATERIALS)	-	500	-
7.7.1(Insulation Resistance)	-	3000	-
7.7.2(High Voltage Test)	-	3000	-
7.7.3(Cooling capacity rating test)	-	4000	-
7.7.4(Maximum operating conditions)	-	10000	-
7.8.2(Performance test)	-	1500	-

Complete

IS 2645 (2003)

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

10000 View breakup
Rs.9000/- [ Rs.8000/-for Mechanical, Rs.1000/- for Chemical]

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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))	-	3000	-
Cl 3.2(Initial & Final)	-	500	-
Cl 3.2(Initial & Final)	-	500	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	2000	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	2000	-
Clause 3.4(Chloride content)	-	1000	-
Clause 3.4(Chloride content)	-	1000	-

Complete

IS 814 (2004)

Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision)

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 & 8.2(Carbon- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	carbon content
6 & 8.2(Silicon- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Silicon content
6 & 8.2(Phosphorous- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Phosphorus content
6 & 8.2(Manganese- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Manganese content
6 & 8.2(Sulphur- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Sulphur content
7.1.1(Diameter of Core Wire)	-	500	Dimension
7.1.2(Length of Electrodes)	-	500	Dimension
7.2.1(Contact End)	-	500	Dimension
7.2.2(Arc striking End)	-	500	Dimension
7.3(Concentricity of Flux covering with core wire)	-	500	Dimension
7.4(Defects of Core wire and Coverings)	-	500	Dimension
9.1.2 Table 6 (Ultimate Tensile Strength-Annex F)	-	3000	Strength Parameter
9.1.2 Table 6 ( Yield Stress -Annex F)	-	1000	Strength Parameter
9.1.2 Table 6 (Percentage Elongation on Gauge Length-Annex F)	-	1000	Strength Parameter
9.1.3 Table 6 ( Impact Strength-Annex F)	-	3000	Strength Parameter
9.2(Butt Weld Bend Test-IS 1599)	-	3000	Strength Parameter
9.6(Radiographic Test- IS 1182)	-	1000	NDT Test
9.3(Running PerformanceTest-Annex H)	-	2000	Running Performance Test
9.4(Increased Metal Recovery Test-IS 13043)	-	3000	Increased Metal Recovery Test
9.5(Diffusible Hydrogen Evaluation Test-IS 11802)	-	5000	Diffusible Hydrogen Evaluation Test
6 & 8.2(Copper- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Vanadium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Titanium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Alumiminium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Cr+Ni+Mo - Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	1000	-
6 & 8.2(Chromium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Nickel- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Molybdenum- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Mn+Ni+Cr+Mo+V - Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	2000	-

Complete

IS 3097 (2006)

Veneered Particle Boards -Specification

- View breakup
Rs.11000/- [ Rs.11000/-for Mechanical]

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

Complete

IS 15652 (2006)

Insulating mats for electrical purposes - Specification

40000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9(Marking (As per Cl.9.1 of IS 15652 : 2006))	-	0	-
10.a)(Packing)	-	0	-
10.b)(Packing)	-	0	-
10.c)(Packing)	-	0	-
4(Classification and Designation (As per Cl.4.1 and Table-1 of IS 15652 : 2006))	-	0	-
4(Classification and Designation (As per Cl.4.2 of IS 15652 : 2006))	-	0	-
5(Composition (As per Cl. 5.1 of IS 15652 : 2006))	-	0	-
5(Composition (As per Cl. 5.2 of IS 15652 : 2006))	-	0	-
6(Shape Requirements and Dimension (As per Cl.6.1 & 6.2 of IS 15652 : 2006))	-	1000	-
6(Thickness [mm] (As per Cl. 6.3 and Table-2 of IS 15652 : 2006))	-	500	-
6(Colour (As per Cl. 6.4 of IS 15652 : 2006))	-	0	-
7(Workmanship & Finish (As per Cl. 7.1 of IS 15652 : 2006))	-	0	-
8(Physical properties (As per Cl.8.1 and Table - 3 of IS 15652 : 2006))	-	1500	-
8(Physical properties (As per Cl.8.3 of IS 15652 : 2006))	-	4000	-
8(Physical properties (As per Cl.8.5 of IS 15652 : 2006))	-	4500	-
8(Di-electric Properties (As per Cl.8.2.1 and C-3.1 of IS 15652 : 2006))	-	4000	-
8(Di-electric Properties (As per Cl.8.2.2 and C-3.2 of IS 15652 : 2006))	-	2500	-
8(Di-electric Properties (As per Cl.8.2.3 and Table-4 of IS 15652 : 2006))	-	7000	-
8(Di-electric Properties (Cl.8.2), A.C. Proof Voltage (Cl.8.2.4), C-3.4 and Table-5 of IS 15652 : 2006))	-	3000	-
8(Thermal Properties (Cl..8.4))	-	2000	-
8(Thermal Properties (Cl..8.4))	-	4000	-
8(Extreme Low Temperature (Cl.8.6))	-	6000	-

Complete

IS 319 (2007)

Free cutting brass bars, rods and section - Specification (Fifth Revision)

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.0(Dimension and Tolerances)	-	1000	-
9.1 Table-2(Tensile Strength)	-	1000	-
9.1 Table-2(Elongation)	-	1000	-
9.2(Vickers Hardness)	-	1000	-
5.0(Freedom from defects)	-	1000	-
8.1 Table 1(Cu)	-	500	-
8.1 Table 1(Zn)	-	500	-
8.1 Table 1(Pb)	-	500	-
8.1 Table 1(Fe)	-	500	-
8.1 Table 1(Total other impurities excluding iron)	-	500	-

Complete

IS 278 (2009)

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

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table-1(Sizes Diameter of Line wire)	-	200	-
5 Table-1(Sizes Diamater of Point wire)	-	200	-
5 Table-1(Sizes Mass of Completed barbed wire)	-	200	-
5 Table-1(Sizes Distance between two barbs)	-	200	-
5 Table-1(Sizes No. of Lays between the two consequtive barbs)	-	200	-
9.1(Freedom from defects)	-	1000	-
12.1(Tensile Strength)	-	2000	-
12.3(Ductility)	-	1000	-
12.2.1(Mass of zinc coating (line wire))	-	500	-
12.2.2(Mass of zinc coating (point wire))	-	500	-
12.2(Uniformity of zinc coating)	-	1000	-

Complete

IS 710 (2010)

Marine plywood - Specification (Second Revision)

16800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	250	-
7.2(WORKMANSHIP AND FINISH )	-	250	-
7.3(WORKMANSHIP AND FINISH )	-	250	-
7.5(WORKMANSHIP AND FINISH )	-	250	-
6.1(DIMENSIONS)	-	250	-
6.1(DIMENSIONS)	-	250	-
6.2(DIMENSIONS)	-	250	-
6.3(DIMENSIONS)	-	125	-
6.3(DIMENSIONS)	-	125	-
9.1.1(MOISTURE CONTENT)	-	1000	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	2000	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	0	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	2500	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	0	-
9.1.5(Mycological test)	-	2500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	0	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-	0	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-	0	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-	0	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-	0	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-	0	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-	0	-
9.1.4(Tensile strength)	-	2500	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-	0	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-	0	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	1500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	1500	-
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	1500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	1500	-
9.1.8(Retention of preservative)	-	3000	-

Complete

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Types)	-	0	-
7.2(DIMENSIONS & TOLERANCES )	-	250	-
7.2(DIMENSIONS & TOLERANCES )	-	250	-
7.3(DIMENSIONS & TOLERANCES )	-	250	-
7.4(DIMENSIONS & TOLERANCES )	-	125	-
7.4(DIMENSIONS & TOLERANCES )	-	125	-
8.1(WORKMANSHIP AND FINISH )	-	500	-
8.3(WORKMANSHIP AND FINISH )	-	500	-
10.1.1(MOISTURE CONTENT)	-	1000	-
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE)	-	0	-
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE)	-	2000	-
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE)	-	0	-
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST)	-	0	-
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST)	-	2500	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	0	-
10.1.5(MYCOLOGICAL TEST )	-	2500	-
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST )	-	0	-
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST )	-	0	-
10.1.5.2(MYCOLOGICAL TEST )	-	0	-
10.1.6(TENSILE STRENGTH)	-	0	-
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Parallel to grain))	-	0	0
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Perpendicular to grain))	-	0	-
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	2500	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Average))	-	1500	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	0	-
Cl. 10.1.7 (Table 2)(Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Average))	-	1500	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	1500	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	0	-
Cl. 10.1.8 (Table 3)(Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	1500	-
10.1.9(RETENTION OF PRESERVATIVE)	-	3000	-

Complete

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

7000 View breakup
Rs.7000/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	2000	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 12.7(Resistance to wear)	-	2500	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 12.7(Resistance to wear)	-	2500	-

Complete

IS 2830 (2012)

Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision)

5000 View breakup
For BIS samples:Rs.7778.50, for others: Rs.9500/- Full Test, [Rs.5500/- Physical test, Rs.4000/- Chemical test

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Carbon %)	-	500	-
6.1(Manganese %)	-	500	-
6.1(Phosphorus %)	-	500	-
6.1(Sulphur %)	-	500	-
6.1(Silicon %)	-	500	-
6.1( Copper %)	-	500	-
6.1( Aluminium %)	-	500	-
6.1(V)	-	500	-
6.1( Ti)	-	500	-
6.1(Cr)	-	500	-
6.1(Mo)	-	500	-
6.1(Ni)	-	500	-
6.1( Nitrogen%)	-	500	-
6.1(Carbon %)	-	500	-
6.1(Manganese %)	-	500	-
6.1(Phosphorus %)	-	500	-
6.1(Sulphur %)	-	500	-
6.1(Silicon %)	-	500	-
6.1( Copper %)	-	500	-
6.1( Aluminium %)	-	500	-
6.1(V)	-	500	-
6.1( Ti)	-	500	-
6.1(Cr)	-	500	-
6.1(Mo)	-	500	-
6.1( Nitrogen%)	-	500	-
6.1(Carbon %)	-	500	-
6.1(Manganese %)	-	500	-
6.1(Phosphorus %)	-	500	-
6.1(Sulphur %)	-	500	-
6.1(Silicon %)	-	500	-
6.1( Copper %)	-	500	-
6.1( Aluminium %)	-	500	-
6.1(V)	-	500	-
6.1( Ti)	-	500	-
6.1(Cr)	-	500	-
6.1(Mo)	-	500	-
6.1(Ni)	-	500	-
6.1(Nitrogen%)	-	500	-

Complete

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2(moisture content)	-	1000	-
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ))	-	2000	-
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ))	-	1000	-
5.1, 6.1, Table 1(Magnesium oxide (MgO)	-	1000	-
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3)	-	1000	-
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O))	-	1000	-
5.1, 6.1, Table 1(Total chlorides)	-	1000	-
5.1, 6.1, Table 1(Loss on ignition)	-	1000	-
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1000	-
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	1000	-
7.1, Table 1(Soundnes)	-	1500	-

Complete

IS 13801 (2013)

Chequered Cement Concrete Tiles -

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	500	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	0	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	0	-
Cl 11(Finish)	-	0	-
Cl 11(Finish)	-	0	-
Cl 11(Finish)	-	0	-
Cl 12.1(Concavity & Convexity )	-	500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	2000	-
Cl 12.6(Resistance to wear)	-	2500	-
Cl 12.6(Resistance to wear)	-	2500	-

Complete

IS 1180 : Part 1 (2014)

Outdoor Type Oil Immersed Distribution Transformers Upto and Including 2 500 kVA, 33kV - Specification Part 1 Mineral Oil Immersed (Fourth Revision)

105000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
21.2 e)(Measurement of insulation resistance)	-	500	-
13.1(Marking (Rating Plates))	-	0	-
13.2(Terminal Marking Plate)	-	0	-
13.3(Marking )	-	0	-
13.4(Marking)	-	0.00	-
13.4.1(Marking)	-	0.00	-
14.1(MOUNTING ARRANGEMENT)	-	0	-
14.2(MOUNTING ARRANGEMENT)	-	0	-
14.3(MOUNTING ARRANGEMENT)	-	0	-
14.4(MOUNTING ARRANGEMENT)	-	0	-
15.1.1(TRANSFORMER TANK : Construction)	-	0	-
15.1.2(TRANSFORMER TANK : Construction)	-	0	-
15.1.3(TRANSFORMER TANK : Construction)	-	0	-
15.1.4(TRANSFORMER TANK : Construction)	-	0	-
15.1.5(TRANSFORMER TANK : Construction)	-	0	-
17( ABILITY OF TRANSFORMERS TO WITHSTAND EXTERNAL SHORT CIRCUIT )	-	0	-
21.2 a)(Measurement of winding resistance )	-	1000	-
21.2 b)( Measurement of voltage ratio and check of phase displacemen)	-	1000	-
21.2 c)( Measurement of short-circuit impedance (principal tapping, when applicable) and load loss at 50 percent and 100 percent load)	-	5000	-
21.2 d)(Measurement of no-load loss and current)	-	5000	-
21.2 f)(Induced over-voltage withstand test)	-	1000	-
21.2 g)( Separate-source voltage withstand test)	-	1000	-
21.3(a )(Lightning impulse test)	-	35000	-
21.5.3.3(Oil leakage test)	-	2000	-
21.3(b)(Temperature-rise test)	-	25000	-
21.3(c)(Short-circuit withstand test)	-	0	-
21.4 a)( Determination of sound levels)	-	2000	-
21.5.1.1(Pressure test-Type test (For Transformers up to 200 kVA ))	-	6000	-
21.5.1.2(Pressure test-routine test (For Transformers up to 200 kVA ))	-	3000	-
21.5.2.1(Type test : For Transformers Above 200 kVA and Up to Including 2 500 kVA)	-	0	-
21.5.2.2(routine test :For Transformers Above 200 kVA and Up to Including 2 500 kVA)	-	0	-
21.5.2.3( Oil leakage test (routine test))	-	2000	-
21.5.3.1(For Single Phase Distribution Transformers Up to Including 25 kVA : pressure test (type test))	-	0	-
21.5.3.2(For Single Phase Distribution Transformers Up to Including 25 kVA : pressure test (routine test))	-	0	-
21.5.3.3(Oil leakage test (routine test))	-	2000	-
21.4 b(Short-circuit withstand test IS 2026 (Part 5) (above 200 kVA))	-	0	-
21.4 c(No load current at 112.5 percent voltage.)	-	2500	-
21.4 d(Paint adhesion tests)	-	1000	-
21.4 e(BDV and moisture content of oil in the transformer)	-	4000	-
6.9, 7.9, 8.9(Permissible Flux Density and Over Fluxing)	-	6000	-
11(Minimum clearance in Air)	-	0	-
16(Conservator for Non-sealed type Transformers)	-	0	-
20(Fittings)	-	0	-
15.5(Total Dry Film Paint Thickness)	-	0	-

Complete

IS 1489 : Part 2 (2015)

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

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-

Complete

Bureau of Indian Standards

The National Standards Body of India

National Test House (NR)

Kamla Nehru Nagar,Ghaziabad, Ghaziabad, Ghaziabad, Uttar Pradesh, 201002

9999472699 nthnr-ca@nic.in

Scope List

No Record Found