1 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(COLOUR) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
NA |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
500 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
250 |
|
NA |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
250 |
|
NA |
7.3.1(No.of Ribs) |
- |
250 |
|
NA |
7.3.2(Rib height) |
- |
250 |
|
NA |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
400 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
500 |
|
NA |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
500 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
250 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
250 |
|
NA |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
500 |
|
NA |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
NA |
8.4(Sealing rings - Hardness) |
- |
500 |
|
NA |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
NA |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
500 |
|
NA |
9.1(Visual Appearance) |
- |
250 |
|
NA |
9.2(Internal Diameter) |
- |
500 |
|
NA |
9.3(Density
IS 12235 (Part 14)) |
- |
750 |
|
NA |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
2000 |
|
NA |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
2500 |
|
NA |
4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
5000 |
|
OK |
9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
5000 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
- - |
2 |
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 - |
NA |
-
|
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
12.4(Effect on water test) |
- |
5000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
- - |
3 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 7.1.1
(General Quality) |
- |
1000 |
|
Sound, visual defects and cracks of paver blocks
15000(Without optional tests), 20000(With optional tests) |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
Sound, visual defects and cracks of paver blocks |
Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
Bonding and Delamination between the layers of paver blocks, |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
Bonding and Delamination between the layers of paver blocks, |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
3000 |
|
All Dimension |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
3000 |
|
All Dimension |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
3000 |
|
All Dimension |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
3000 |
|
Water absorption |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
3000 |
|
Water absorption |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength) |
- |
5000 |
|
Compressive strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
5000 |
|
Compressive strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength ) |
- |
5000 |
|
Tensile splitting strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
5000 |
|
Tensile splitting strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength ) |
- |
5000 |
|
Flexural strength |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
5000 |
|
Flexural strength |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
5000 |
|
Tensile splitting strength and failure load per unit length |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
5000 |
|
Tensile splitting strength and failure load per unit length |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
5000 |
|
Flexural strength and Breaking Load |
Clause 7.3, Annex G(Average Breaking Load) |
- |
5000 |
|
Flexural strength and Breaking Load |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
|
Complete
|
|
18 Dec, 2027 |
- - |
4 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
Upto 315 mm |
-
|
27500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
1000 |
|
Outside Diameter |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
1000 |
|
Outside Diameter |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
1000 |
|
Diameter at any Point |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
1000 |
|
Diameter at any Point |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
1000 |
|
Wall Thickness |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
1000 |
|
Wall Thickness |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
1000 |
|
Wall Thickness |
7.2.1(DIMENSIONS-Socket) |
- |
1000 |
|
DIMENSIONS-Socket |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
1000 |
|
Socket Length |
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
1000 |
|
DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement |
9.1(PIPE ENDS) |
- |
1000 |
|
Pipe Ends |
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
500 |
|
Visual Appearance |
10.1(Colour) |
- |
500 |
|
Testing charges as per parameter |
10.7(Sulphated Ash Content) |
- |
3000 |
|
Sulphated Ash Content |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
5000 |
|
Opacity |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
2000 |
|
Reversion Test |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
5000 |
|
Vicat Softening Temperature |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
1000 |
|
Density |
11.2(Resistance to External Blows at 0°C) |
- |
5000 |
|
Resistance to External Blows at 0°C |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
5000 |
|
Hydrostatic Pressure Test (Acceptance Test) |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
15000 |
|
Hydrostatic Pressure Test (Type Test) |
10.3(Effect on Water Test) |
- |
7500 |
|
Testing charges as per parameter |
7.2.1.1 Table3(Angle of taper (Note-1)) |
- |
500 |
|
Testing charges as per parameter |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
2000 |
|
OK |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
10000 |
|
OK |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
500 |
|
OK |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
500 |
|
OK |
8(SEALING RINGS) |
- |
1000 |
|
OK |
13(Marking) |
- |
300 |
|
OK |
7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
1000 |
|
OK |
6.1.1(VCM Content) |
- |
5000 |
|
OK |
6.1.2(PVC Resin) |
- |
5000 |
|
OK |
|
Complete
|
|
18 Dec, 2027 |
- - |
5 |
IS 5872 (1990) |
Cold rolled steel strips (Box Strappings) - Specification |
All |
-
|
8220 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(UTM) |
- |
5000 |
|
UTM |
Cl 7(Bending To Both Side At 90°, Then Straight) |
- |
2000 |
|
Reverse Bend Test |
Cl 9(Workmanship) |
- |
1000 |
|
Freedom from Defects |
Cl 10(Width & Thickness) |
- |
1000 |
|
Dimensions |
Cl 12(Coating) |
- |
7500 |
|
Salt Spray Test
72 Hours -1500
96 Hours – 2000
144 Hours -3500
500 Hours - 7500 |
Cl. 10.2(Thickness) |
- |
1000 |
|
Dimension |
Cl. 6 Table 3(Elongation at 50 mm gauge length) |
- |
5000 |
|
Elongation |
5(Chemical Composition) |
- |
18000 |
|
Testing charges parameter wise |
|
Complete
|
|
18 Dec, 2027 |
- - |
6 |
IS 513 : Part 2 (2016) |
Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision) |
All |
-
|
12750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(UTM) |
- |
5000 |
|
UTM |
Cl 8.5(Workmanship) |
- |
2000 |
|
Surface Roughness Test |
Cl 9(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl 10(Length, Width & Thickness) |
- |
500 |
|
Dimension |
6.0(ALUMINIUM) |
- |
500 |
|
Aluminium |
6.0(MICRO ALLOYS) |
- |
500 |
|
Aluminium |
6.0(SILICON) |
- |
500 |
|
Silicon |
6.0(MANGANESE) |
- |
500 |
|
Manganese |
6.0(PHOSPHORUS) |
- |
500 |
|
Phosphorous |
6.0(SULPHUR) |
- |
500 |
|
Sulphur |
6.0(CARBON) |
- |
500 |
|
Carbon |
6.0(NITROGEN) |
- |
1500 |
|
Nitrogen |
Cl. 8.5.3 Table 6(Surface Roughness) |
- |
2000 |
|
Surface Roughness |
Cl. 10(Out of square) |
- |
500 |
|
Dimension |
Cl. 10(Flatness) |
- |
500 |
|
Dimension |
Cl. 10(Camber) |
- |
500 |
|
Dimension |
Cl. 10(Width) |
- |
500 |
|
Dimension |
Cl. 10(Thickness) |
- |
500 |
|
Dimension |
Cl. 7.3 Table 4A & 4B(Tensile Strain Hardening) |
- |
2000 |
|
Tensile Strain Hardening |
|
Complete
|
|
18 Dec, 2027 |
- - |
7 |
IS 8887 (2018) |
Bitumen emulsion for roads (Cationic Type) - Specification (Third Revision) |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-1) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-2) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade MS) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-1) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-2) IS 1203) |
- |
1500 |
|
Tests on residue: Penetration |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-1) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-2) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade MS) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-1) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-2) IS 1208) |
- |
1500 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-1) IS 8, Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-2) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad MS) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-1) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-2) Annex 9) |
- |
1200 |
|
Tests on residue: Ductility |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-1), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-2) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad MS), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-1), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-2), IS 3117) |
- |
1200 |
|
Viscosity by saybolt furol viscometer |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-1), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-2), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad MS), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-1), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-2), Annex C) |
- |
1200 |
|
Coagulation of emulsion at low temperature |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-1), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-2), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade MS), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-1), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-2), Annex D) |
- |
2000 |
|
Storage stability after 24 h |
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-1), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-2), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad MS), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-1), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-2), Annex E) |
- |
1500 |
|
Particle charge |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance:
Coating, dry aggregate (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance:
Coating, after spraying (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance:
Coating, wet aggregate (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade RS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade RS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade MS) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade SS-1) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance:
Coating, After Spraying (Grade SS-2) Annex F) |
- |
1500 |
|
Coating ability and water resistance:
Coating |
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade SS-2) Annex G) |
- |
1500 |
|
Stability to mixing with cement |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-1) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-2) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade MS) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-1) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-2) Annex H) |
- |
1500 |
|
Miscibility with water |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-1) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-2) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade MS) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade SS-2) Annex J) |
- |
1500 |
|
Tests on residue: Residue by evaporation |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade RS-1) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade RS-2) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade MS) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade SS-1) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne,
(Grade SS-2) IS 1216) |
- |
1200 |
|
Tests on residue: Solubility I tricholoethylne, |
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (SS-1)) |
- |
2000 |
|
Distillation |
6.6.2 Table-1; 1(xi)(Water content (Grade SS-1)) |
- |
1200 |
|
Water content |
|
Complete
|
|
18 Dec, 2027 |
- - |
8 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
- |
-
|
19420 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
2000 |
|
CBC |
4.2.3(Carbon Dispersion Test) |
- |
2000 |
|
Can't write Remark in Complete Testing charges hence we are mention here ,Complete Testing Charges -- Upto 1000 ltr—13500, 1000 to 3000 ltrs—18500, More than 3000 ltrs--30000 |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
ok |
5.3(Types and Features ) |
- |
1000 |
|
ok |
5.6(Types and Features ) |
- |
1000 |
|
ok |
6.1(Finish) |
- |
500 |
|
ok |
7.1.1(Resistance to Deformation) |
- |
1000 |
|
ok |
7.1.2(Resistance to Deformation) |
- |
2000 |
|
ok |
7.2(Resistance to Impact) |
- |
3000 |
|
ok |
7.3(Test for Top Load Resistance) |
- |
3000 |
|
ok |
7.4(Tensile Strength) |
- |
5000 |
|
ok |
7.5(Flexural Modulus) |
- |
5000 |
|
ok |
7.6(overall Migration) |
- |
5000 |
|
ok |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
ok |
9.2(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
ok |
9.1(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
ok |
9.1(Lid Thickness) |
- |
1000 |
|
ok |
5.4(Wall Thickness above effective height) |
- |
1000 |
|
ok |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
1000 |
|
ok |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
2500 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
- - |
9 |
IS 1239 : Part 1 (2004) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
All |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 15(Workmanship) |
- |
100 |
|
Workmanship |
Cl. 8 Table 3,4 & 5(Outside Diameter) |
- |
350 |
|
Outside Diameter (Maximum) |
Cl 8(Outer Diameter, Thickness & Mass) |
- |
350 |
|
Outer Diameter (minimum) |
Cl. 8, 9 Table 3,4 & 5(Thickness) |
- |
100 |
|
Thickness |
Cl. 6.5(Height of Internal Fin) |
- |
100 |
|
Height of Internal Fin |
Cl. 8, 9 Table 3,4 & 5(Mass of Tube) |
- |
150 |
|
Mass of Tube |
Clause 11.2(Exact Length) |
- |
150 |
|
Exact Length |
Clause 11.1(Random Length) |
- |
150 |
|
Random Length |
Cl. 3.3, 10.2(Plain End) |
- |
150 |
|
Plain End |
Cl. 14.1(Tensile Strength) |
- |
2500 |
|
Tensile Strength |
Clause 14.1.1(Elongation Percent) |
- |
2500 |
|
Elongation Percent |
Cl. 14.2(Bend Test (uto and including 50 mm NB)) |
- |
500 |
|
Bend Test (upto and including 50 mm NB) |
Cl. 14.3(Flattening test (Over 50 mm NB)) |
- |
2000 |
|
Flattening test (Over 50 mm NB) |
6.1.1(MANGANESE) |
- |
500 |
|
MANGANESE |
6.2 AND AS PER IS 513(ALUMINIUM) |
- |
500 |
|
ALUMINIUM |
6.2 AND AS PER IS 513(SILICON) |
- |
500 |
|
SILICON |
6.2 AND AS PER IS 513(PHOSPHORUS) |
- |
500 |
|
PHOSPHORUS |
6.2 AND AS PER IS 513(SULPHUR) |
- |
500 |
|
SULPHUR |
6.2 AND AS PER IS 513(CARBON) |
- |
500 |
|
CARBON |
6.2 AND AS PER IS 10748(NITROGEN) |
- |
500 |
|
NITROGEN |
6.2 AND AS PER IS 10748(COPPER) |
- |
500 |
|
COPPER |
6.2 AND AS PER IS 10748(MICRO ALLOY) |
- |
1500 |
|
MICRO ALLOY |
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
2000 |
|
UNIFORMITY OF ZINC COATING |
12 AND AS PER IS 4736(MASS OF ZINC COATING) |
- |
2000 |
|
MASS OF ZINC COATING |
|
Complete
|
|
18 Dec, 2027 |
- Upto 150mm NB. Scope restricted to plain ended pipes only. |
10 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
NA |
-
|
135000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.2.1
Annex B(Chloride Content of Resin) |
- |
2000 |
|
ok |
6.3(Compound Properties) |
- |
10000 |
|
all compound test |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
30000 |
|
ok |
6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
1000 |
|
ok |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
1000 |
|
ok |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
1000 |
|
ok |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
1000 |
|
ok |
7.1.3 (Effective length) |
- |
1000 |
|
ok |
9.1(Visual Appearance) |
- |
300 |
|
ok |
9.2
IS 12235 (Part 3)(Opacity) |
- |
3000 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
1500 |
|
ok |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
1500 |
|
ok |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
5000 |
|
ok |
9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
3000 |
|
ok |
9.6
IS 12235(Part 14)(Density) |
- |
1000 |
|
ok |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
3000 |
|
ok |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
10000 |
|
ok |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
18000 |
|
ok |
10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
75000 |
|
ok |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
3000 |
|
ok |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
2000 |
|
ok |
10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
2000 |
|
ok |
7.1.1(Outside Diameter at any point (Maximum)) |
- |
1000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
- - |
11 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
All |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Workmanship) |
- |
500 |
|
Freedom from Defects (Workmanship) |
Cl 10.3(UTM) |
- |
3000 |
|
Tensile Test |
Cl 11.3(Press) |
- |
1000 |
|
Bend Test |
Cl 12(Sudden Load Applied) |
- |
4000 |
|
Charpy Impact Test |
Cl 15(Length, Width & Thickness) |
- |
500 |
|
Dimension |
Cl 18(Weight) |
- |
500 |
|
Weight |
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT ) |
- |
500 |
|
CARBON +EQUIVELENT |
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM) |
- |
500 |
|
Aluminium |
Clause - 5, 8.1 & 8.2(E250, SILICON) |
- |
500 |
|
Silicon |
Clause - 5, 8.1 & 8.2(E250, NITROGEN) |
- |
1500 |
|
Nitrogen |
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE) |
- |
500 |
|
Manganese |
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS) |
- |
500 |
|
Phosphorous |
Clause - 5, 8.1 & 8.2(E250, SULPHUR) |
- |
500 |
|
Sulphur |
Clause - 5, 8.1 & 8.2(E250, CARBON) |
- |
500 |
|
Carbon |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Vanadium |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Molybdenum |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Chromium |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nickle |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Copper |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
CE |
Clause - 5, 8.1 & 8.2(E275, CARBON) |
- |
1500 |
|
Niobium |
Clause - 5, 8.1 & 8.2(E275, SULPHUR) |
- |
1500 |
|
Titanium |
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS) |
- |
750 |
|
Boron |
Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
- |
3000 |
|
Yield Stress |
Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
3000 |
|
Elongation |
Cl. 15(Cl. 15 Round Bar: Out of Shape) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Round Bar: Diameter Minimum) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Square Bar: Out of Square) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Depth) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Width of Flange) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Flange Out of Square) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Convexity)) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Concavity)) |
- |
500 |
|
Dimension |
Cl. 15(Cl. 15 Channel Section: Camber) |
- |
500 |
|
Dimension |
Cl. 15 (Cl. 15 Channel Section: Sweep) |
- |
500 |
|
Dimension |
Cl. 15, 16(Off Centre of Web) |
- |
500 |
|
Dimension |
Cl. 15, 16(Flange out of square (I beam)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Width of flange (I Beam)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Mass (Plate)) |
- |
500 |
|
Mass |
Cl. 15, 16(Flange Slope) |
- |
500 |
|
Dimension |
Cl. 15, 16(Web Thickness) |
- |
500 |
|
Dimension |
Cl. 15, 16(Flange Thickness) |
- |
500 |
|
Dimension |
Cl. 15, 16(Out of Square (Flat)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Width ) |
- |
500 |
|
Dimension |
Cl. 15, 16(Thickness ) |
- |
500 |
|
Dimension |
Cl. 15, 16(Sectional Area ) |
- |
500 |
|
Dimension |
Cl. 15, 16(Camber (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Out of Square (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Leg Length Difference (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Leg Length B (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Leg Length A (Angle)) |
- |
500 |
|
Dimension |
Cl. 15, 16(Toe Radius R2) |
- |
500 |
|
Dimension |
Cl. 15, 16(Root Radius R1) |
- |
500 |
|
Dimension |
|
Complete
|
|
18 Dec, 2027 |
- - |
12 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
All |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
4000 |
|
Transverse Strength |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 Table-3 iii b(Setting Time Final) |
- |
1000 |
|
Setting Time |
7 Table-3 iii a(Setting Time Initial) |
- |
1000 |
|
Setting Time |
7 Table-3 ii b(Expansion by Autoclave) |
- |
1500 |
|
Soundness |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
1000 |
|
Soundness |
7 Table-3 i.(Fineness) |
- |
1000 |
|
Fineness |
6.1 Table-2 viii(Alkali content) |
- |
2000 |
|
Alkali |
6.1 Table-2 vii(Chloride content) |
- |
1000 |
|
Chloride content |
6.1 Table-2 vi(Loss on ignition) |
- |
750 |
|
Loss on ignition |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
750 |
|
Total Sulphur Content calculated as Sulphuric Anhydride |
6.1 Table-2 iv(Magnesia) |
- |
500 |
|
Magnesia |
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
750 |
|
Insoluble residue |
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1500 |
|
Ratio of percentage of lime to percentages of silica, alumina and iron oxide |
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
1500 |
|
Ratio of percentage of alumina to that of iron oxide |
Clause 7
Table 3, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 3, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
|
Complete
|
|
18 Dec, 2027 |
- - |
13 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
All |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
5000 |
|
Drying Shrinkage |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Transverse Strength |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time (Initial & Final) |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time (Initial & Final) |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
2000 |
|
Soundness by Autoclave |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
Soundness by Le-Chatelier |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
Fineness by Blain Air Permeability |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
Alkali Content |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
Chloride Content |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1500 |
|
Loss of Ignition |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
1000 |
|
Total Sulphur Content |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
1000 |
|
Insoluble residue |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
Alkali Content |
Clause 7
Table 2 SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
4000 |
|
Transverse Strength, |
|
Complete
|
|
18 Dec, 2027 |
- - |
14 |
IS 513 : Part 1 (2016) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
All |
-
|
16000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Chemical Composition) |
- |
15000 |
|
Chemical Composition (All Parameters) |
Cl 8(UTM) |
- |
5000 |
|
Tensile |
Cl 9(Workmanship) |
- |
2000 |
|
Surface Finish |
Cl 9.6(Workmanship) |
- |
500 |
|
Oiling Visual |
Cl 10(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl 11(Length, Width & Thickness) |
- |
500 |
|
Dimensions |
Cl 8(UTM) |
- |
5000 |
|
Tensile |
Cl 9.5(Workmanship) |
- |
2000 |
|
Surface Finish |
Cl. 8.1 & Table
5A, 5B & 5C(Yield Stress) |
- |
5000 |
|
Yield Stress |
Cl. 9 Table 8(Surface roughness) |
- |
2000 |
|
Surface Roughness |
Cl. 11(Out of square) |
- |
500 |
|
Dimension |
Cl. 11(Flatness) |
- |
500 |
|
Dimension |
Cl. 11(Camber) |
- |
500 |
|
Dimension |
Cl. 11(Width) |
- |
500 |
|
Dimension |
Cl. 11(Thickness) |
- |
500 |
|
Dimension |
Cl. 8.7(Bake Hardening Index) |
- |
2000 |
|
Bake Hardening |
Cl. 8.6
Table 5A, 5B & 5C(Tensile Strain Hardening Component
(n-Value)) |
- |
2000 |
|
Tensile Strain Hardening |
Cl. 8.5
Table 5A, 5B & 5C(Plastic Strain Ratio
(r bar/r-90)) |
- |
1000 |
|
Plastic Strain Ratio |
Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 50 mm gauge length) |
- |
5000 |
|
Elongation |
Cl. 8.1 & Table
5A, 5B & 5C(Elongation at 80 mm gauge length) |
- |
5000 |
|
Elongation |
Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm)) |
- |
1500 |
|
Cupping Test |
Cl. 8.4(Bend Test) |
- |
1000 |
|
Bend Test |
Cl. 8.3 Table 6(Hardness Test
( Only for CR0 & CR1)) |
- |
1000 |
|
Hardness Test |
|
Complete
|
|
18 Dec, 2027 |
- - |
15 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
Up to 315 |
-
|
3500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5, 5.1 table-1(MATERIALS) |
- |
0 |
|
This is not a test |
5.2(Polyethylene Resin) |
- |
5000 |
|
All Tests of Table 2 |
5.3(c)(Carbon Black Master Batch) |
- |
1500 |
|
ok |
5.3(d)(Carbon Black Master Batch) |
- |
1500 |
|
Ash Content |
8.3(Carbon black) |
- |
1500 |
|
CBC |
8.6(Overall migration) |
- |
5000 |
|
ok |
6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
Not a Test |
6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
No Clause available in IS 4984 : 2016 |
6.2(Colour) |
- |
500 |
|
ok |
6.2.1(6.1.1Â Â Â Identification Stripes) |
- |
1000 |
|
ok |
7.2(Length) |
- |
500 |
|
ok |
7.4 table -3 & 4(6.1Â Â Â Â Dimensions) |
- |
1000 |
|
ok |
7.4.1.2(Ovality) |
- |
500 |
|
ok |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
10000 |
|
ok |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
2000 |
|
ok |
8.2(Longitudinal Reversion Test) |
- |
2000 |
|
ok |
8.4(Â Â Melt Flow Rate) |
- |
1500 |
|
ok |
8.5Â (Oxidation Induction Time) |
- |
10000 |
|
ok |
8.7(Density) |
- |
1000 |
|
ok |
8.8(Tensile Strength for Butt-fusion) |
- |
10000 |
|
ok |
8.9 table-6(Elongation at Break) |
- |
2000 |
|
ok |
8.10(Slow Crack Growth Rate) |
- |
10000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
- - |
16 |
IS 456 (2000) |
Plain and reinforced concrete - Code of practice (Fourth Revision) |
- |
-
|
4000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter) |
- |
750 |
|
- |
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride) |
- |
1000 |
|
- |
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate) |
- |
750 |
|
- |
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic) |
- |
750 |
|
- |
5.4-Table-1 (i)-IS: 3025(P-18)(Organic ) |
- |
750 |
|
- |
5.4.2-IS: 3025(P-11)(Ph) |
- |
750 |
|
- |
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator) |
- |
750 |
|
- |
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator) |
- |
750 |
|
- |
16.1(Average Compressive Strength) |
- |
1500 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
- - |
17 |
IS 12592 (2002) |
Precast concrete manhole cover and frame - Specification (First Revision) |
All |
-
|
14821 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(General) |
- |
3000 |
|
General |
3(Type/Shape of Cover) |
- |
3000 |
|
General |
8(LIFTING HOOKS) |
- |
7500 |
|
Dimension |
5.2 and Table 1(Dimensions of Frame - A) |
- |
7500 |
|
Dimension |
5.2 and Table 1(Dimensions of Frame - B) |
- |
7500 |
|
Dimension |
5.2 and Table 1(Dimensions of Frame - C) |
- |
7500 |
|
Dimension |
5.2 and Table 1(Dimensions of Frame - D) |
- |
7500 |
|
Dimension |
5.2 and Table 1(Dimensions of Frame - E) |
- |
7500 |
|
Dimension |
5.2 and Table 1(Dimensions of Frame - F) |
- |
7500 |
|
Dimension |
5.2(Dimensions of cover- Diameter) |
- |
7500 |
|
Dimension |
5.2(Clearance at top between the frame and the cover all round the periphery) |
- |
7500 |
|
Dimension |
5.2(Top surface ofthe frame and cover is in level) |
- |
7500 |
|
Dimension |
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover) |
- |
7500 |
|
Dimension |
5.2 and Fig 1(Clear cover to reinforcement) |
- |
7500 |
|
Dimension |
5.2 and Fig 1(Distance of housing from the edge) |
- |
7500 |
|
Dimension |
7.4.1(Edge Protection and Finishing - Frame) |
- |
7500 |
|
Dimension |
7.4.2(Edge Protection and Finishing - Cover) |
- |
7500 |
|
Dimension |
9.3 and Table and
Annex C(Load Test) |
- |
10000 |
|
Load Test |
Clause No. 6(Design) |
- |
7500 |
|
Dimension |
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat)) |
- |
7500 |
|
Dimension |
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors)) |
- |
7500 |
|
Dimension |
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface)) |
- |
7500 |
|
Dimension |
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet)) |
- |
7500 |
|
Dimension |
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame) |
- |
7500 |
|
Dimension |
Clause No. 8(Lifting Hooks (Diameter of MS rod)) |
- |
7500 |
|
Dimension |
Clause No. 8(Lifting Device) |
- |
7500 |
|
Dimension |
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load) |
- |
10000 |
|
Load Test |
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load) |
- |
10000 |
|
Load Test |
Clause No. 9.3 Annex C(Permanent set of cover) |
- |
10000 |
|
Load Test |
Clause No. 9.3 Annex C(Cracks at bottom side of the cover ) |
- |
10000 |
|
Load Test |
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel) |
- |
10000 |
|
Load Test |
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover) |
- |
7500 |
|
Dimension |
|
Complete
|
|
18 Dec, 2027 |
- - |
18 |
IS 12894 (2002) |
Pulverized fuel ash - Lime bricks - Specification |
All |
-
|
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General Requirements) |
- |
500 |
|
General Requirements |
3.2(General Requirements) |
- |
500 |
|
General Requirements |
3.3(General Requirements) |
- |
500 |
|
General Requirements |
3.4(General Requirements) |
- |
500 |
|
General Requirements |
3.5(General Requirements) |
- |
500 |
|
General Requirements |
5.1(Dimensions) |
- |
1000 |
|
All Dimensions |
7.1, Table -1(Average Wet Compressive Strength) |
- |
2000 |
|
All Dimensions |
7.2(Drying Shrinkage) |
- |
5000 |
|
Drying Shrinkage |
7.3(Efflorescence Test) |
- |
1000 |
|
Efflorescence Test |
7.4(Water Absorption) |
- |
2000 |
|
Water Absorption |
|
Complete
|
|
18 Dec, 2027 |
- - |
19 |
IS 2645 (2003) |
Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
- |
-
|
13875 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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)) |
- |
5000 |
|
Permeability |
Cl 3.2(Initial & Final) |
- |
1000 |
|
Initial & Final Setting |
Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
3000 |
|
Compressive strength |
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)) |
- |
5000 |
|
Permeability to water |
Cl 3.2(Initial & Final) |
- |
1000 |
|
Initial & Final Setting |
Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
3000 |
|
Compressive strength |
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)) |
- |
5000 |
|
Permeability to water |
Cl 3.2(Initial & Final) |
- |
1000 |
|
Initial & Final Setting |
Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
3000 |
|
Compressive strength |
Clause 3.4(Chloride content) |
- |
1000 |
|
Chloride content |
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h)) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h)) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.2(Final setting time of cement) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.1
(Permeability to water of cement mortar) |
- |
5000 |
|
Testing Charges As per Parameter |
Clause 3.1
(Permeability to water of cement mortar with Water proofing compound) |
- |
5000 |
|
Testing Charges As per Parameter |
Clause 3.2(Initial setting time of cement) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.2(Initial setting time of cement with Water proofing compound) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.2(Final setting time of cement with Water proofing compound) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h)) |
- |
3000 |
|
Testing Charges As per Parameter |
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h)) |
- |
3000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
18 Dec, 2027 |
- - |
20 |
IS 10748 (2004) |
Hot - Rolled steel strip for welded tubes and pipes - Specification (Second Revision) |
All |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8 & Table 3(UTM) |
- |
3000 |
|
Tensile |
Cl 9(Press) |
- |
1500 |
|
Bend |
Cl 11(Workmanship) |
- |
500 |
|
Freedom From Defects |
Cl 12 & 13(Length, Width & Thickness) |
- |
500 |
|
Dimension |
7.1(Carbon %) |
- |
500 |
|
Carbon |
7.1(Manganese %) |
- |
500 |
|
Manganese |
7.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
7.1(Sulphur %) |
- |
500 |
|
Sulphur |
7.1(Silicon %) |
- |
500 |
|
Silicon |
7.1( Copper %) |
- |
100 |
|
Copper |
7.1( Aluminium %) |
- |
100 |
|
Aluminium |
7.1( Nb) |
- |
100 |
|
Niobium |
7.1(V) |
- |
100 |
|
Vanadium |
7.1( Ti) |
- |
100 |
|
Titanium |
7.1(Cr) |
- |
100 |
|
Chromium |
7.1(Mo) |
- |
100 |
|
Molybdenum |
7.1(Ni) |
- |
100 |
|
Nickle |
7.1(CE) |
- |
300 |
|
Carbon Equivalent |
7.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
Cl. 8, Table 3(Yield Stress) |
- |
3000 |
|
Yield Stress |
Cl. 8, Table 3(Elongation) |
- |
3000 |
|
Elongation |
Cl. 14(Weight) |
- |
500 |
|
Weight |
Cl. 12, 13(Camber) |
- |
500 |
|
Dimension |
|
Complete
|
|
18 Dec, 2027 |
- - |
21 |
IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
All |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.1(PHYSICAL REQUIREMENTS-General) |
- |
1000 |
|
General and Visual Inspection |
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
1000 |
|
All Dimensions |
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
1000 |
|
All Dimensions |
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
1000 |
|
All Dimensions |
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
1000 |
|
All Dimensions |
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
1000 |
|
All Dimensions |
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C) |
- |
1000 |
|
Blocks Density |
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
5000 |
|
Compressive Strength |
9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
3000 |
|
Water Absorption |
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
7500 |
|
Drying Shrinkage |
9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
3000 |
|
Moisture Movement |
15(Marking) |
- |
1000 |
|
Marking |
|
Complete
|
|
18 Dec, 2027 |
- - |
22 |
IS 280 (2006) |
Mild steel wire for general engineering purposes (Fourth Revision) |
All |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters) |
- |
500 |
|
Dimension |
Cl 9(Tensile Test On UTM) |
- |
2000 |
|
Tensile |
Cl 13(Workmanship) |
- |
500 |
|
Freedom from defects |
Cl 11(Workmanship) |
- |
2000 |
|
Zinc Coating |
13(Freedom from defects) |
- |
500 |
|
Freedom from Defects |
7 & 8(Diameter) |
- |
500 |
|
Dimension |
7 & 8(Ovality) |
- |
500 |
|
Dimension |
9.2(Wrapping Test) |
- |
2000 |
|
Wrapping Test |
9.3(Bend test) |
- |
1500 |
|
Bend Test |
Cl 11(Workmanship) |
- |
500 |
|
Workmanship (IS 7887 : 1992) |
|
Complete
|
|
18 Dec, 2027 |
- - |
23 |
IS 3601 (2006) |
Steel tubes for mechanical and general engineering purposes - Specification (Second Revision) |
All |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Material) |
- |
1000 |
|
Sulphur & Phosphorous |
13(Mechanical Testing) |
- |
12000 |
|
Mechanical (Tensile, Bend, Flattening, Crushing, Drift Expansion) |
6.0(Workmanship) |
- |
500 |
|
Freedom from Defects |
4.1(Sulphur-Percentage by mass) |
- |
500 |
|
Sulphur |
4.1(Phosphorus-Percentage by mass) |
- |
500 |
|
Phosphorous |
8.0(Straightness) |
- |
500 |
|
Dimension |
19.1.1, 24.1.1, 28.1.1, 33.1.1(Dimensions- Outside Dia) |
- |
500 |
|
Dimension |
19.1.2, 24.1.2, 28.1.2, 33.1.2(Dimensions- Thickness) |
- |
500 |
|
Dimension |
11.2(Surface Protection) |
- |
1000 |
|
Uniformity of Coating |
13.1.3(Tensile Strength) |
- |
5000 |
|
Tensile |
13.1.1(Yield Stress) |
- |
5000 |
|
Tensile |
13.1.2(Elongation) |
- |
5000 |
|
Tensile |
13.2(Flattening Test) |
- |
2000 |
|
Flattening |
13.4(Bend Test (Whole Tube)) |
- |
2000 |
|
Bend |
13.5(Drift Expansion Test) |
- |
2000 |
|
Drift Expansion |
13.6(Crush Test) |
- |
2000 |
|
Crushing |
13.3(Bend Test (Strip)) |
- |
2000 |
|
Bend |
19.1.3(Height of Internal Fin) |
- |
500 |
|
Dimension |
Cl. 10 Annex B Cl. 17, Cl. 19(Mass) |
- |
500 |
|
Mass |
Cl. 9(Length) |
- |
500 |
|
Dimension |
Cl. 10 Annex B Cl. 17, Cl. 19(Moment of inertia) |
- |
500 |
|
Dimension Geometric Properties |
Cl. 10 Annex B Cl. 17, Cl. 19(Radius of gyration) |
- |
50 |
|
Dimension Geometric Properties |
Cl. 10 Annex B Cl. 17, Cl. 19(Modulus of section) |
- |
500 |
|
Dimension Geometric Properties |
Cl. 10 Annex B Cl. 17, Cl. 19(Area of cross section) |
- |
500 |
|
Dimension Geometric Properties |
|
Complete
|
|
18 Dec, 2027 |
- - |
24 |
IS 15647 (2006) |
Hot rolled steel narrow width strip for welded tubes and pipes |
All |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(UTM) |
- |
3000 |
|
Tensile |
Cl 9(Press) |
- |
1000 |
|
Bend |
Cl 11(Workmanship) |
- |
500 |
|
Freedom From Defects |
Cl 12(Length, Width & Thickness) |
- |
500 |
|
Dimesions |
Cl 13(Workmanship) |
- |
500 |
|
Freedom from Defects |
Cl. 12(Weight) |
- |
500 |
|
Weight |
Cl. 12(Edge Camber) |
- |
500 |
|
Dimension |
Cl. 12(Thickness) |
- |
500 |
|
Dimension |
Cl. 8.2 Table 3(Elongation) |
- |
3000 |
|
Elonagtion |
Cl. 8.2 Table 3(Yield Stress) |
- |
3000 |
|
Yield |
|
Complete
|
|
18 Dec, 2027 |
- - |
25 |
IS 4457 (2007) |
Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision) |
All |
-
|
40000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 5, Table 1 - iv -a (Resistance to Chemicals - Annex F) |
- |
10000 |
|
Resistance to Chemicals |
Cl. 5, Table 1 - iv -b (Resistance to conc. HNO3 and conc. H2SO4 - Annex G) |
- |
10000 |
|
Resistance to conc. HNO3 and conc. H2SO4 |
4.1(DIMENSIONS AND TOLERANCES- Size) |
- |
10000 |
|
All Dimensions |
4.2(DIMENSIONS AND TOLERANCES- Thickness) |
- |
10000 |
|
All Dimensions |
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Length) |
- |
11000 |
|
All Dimensions and Surface Quality |
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Width) |
- |
11000 |
|
All Dimensions and Surface Quality |
5-Table 1(i)-b(REQUIREMENTS-Dimensions and Surface Quality-Thickness) |
- |
11000 |
|
All Dimensions and Surface Quality |
5-Table 1(i)-c(REQUIREMENTS-Dimensions and Surface Quality-Straightness of sided) |
- |
11000 |
|
All Dimensions |
5-Table 1(i)-d(REQUIREMENTS-Dimensions and Surface Quality-Rectangularity) |
- |
10000 |
|
All Dimensions |
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Centre curvature) |
- |
11000 |
|
All Dimensions and Surface Quality |
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Edge curvature) |
- |
11000 |
|
All Dimensions and Surface Quality |
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Warpage) |
- |
11000 |
|
All Dimensions and Surface Quality |
5-Table 1(ii)(REQUIREMENTS-Surface Quality) |
- |
1000 |
|
Surface Quality |
5-Table 1(iii)(REQUIREMENTS-Physical Properties-Water absorption by weigh(Average)) |
- |
10000 |
|
Water Absorption |
5-Table 1(iii)-a(REQUIREMENTS-Physical Properties-Water absorption by weigh(Indivisual)) |
- |
10000 |
|
Water Absorption |
5-Table 1(iii)-b-1(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness>=7.5mm)) |
- |
15000 |
|
Modulus of Rupture and Breaking Strength |
5-Table 1(iii)b-2(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness <7.5mm)) |
- |
15000 |
|
Modulus of Rupture and Breaking Strength |
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Average)) |
- |
15000 |
|
Modulus of Rupture and Breaking Strength |
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Individual)) |
- |
15000 |
|
Modulus of Rupture and Breaking Strength |
5-Table 1(iii)-d(REQUIREMENTS-Physical Properties-Abrusion resistance) |
- |
5000 |
|
Abrasion |
|
Complete
|
|
18 Dec, 2027 |
- - |
26 |
IS 302 : Part 1 (2008) |
Safety of household and similar electrical appliances: Part 1 general requirements (Sixth Revision) |
- |
-
|
52500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Marking and instructions) |
- |
1000 |
|
Testing charges parameter wise |
8.1.1(Protection against live parts in all positions) |
- |
1000 |
|
Testing charges parameter wise |
8.1.2(Protection against live parts in openings) |
- |
1000 |
|
Testing charges parameter wise |
8.1.3(Protection against live parts in visible glowing heating elements) |
- |
1000 |
|
Testing charges parameter wise |
8.1.4(Protection against live parts against protective impedance) |
- |
3000 |
|
Testing charges parameter wise |
10.1(Power input) |
- |
3000 |
|
Testing charges parameter wise |
10.2(Current input) |
- |
3000 |
|
Testing charges parameter wise |
11.1(General) |
- |
1000 |
|
Testing charges parameter wise |
11.2(General) |
- |
1000 |
|
Testing charges parameter wise |
11.3(Heating) |
- |
6000 |
|
Testing charges parameter wise |
13.1(General) |
- |
1000 |
|
Testing charges parameter wise |
13.2(Leakage current at operating temperature) |
- |
5000 |
|
Testing charges parameter wise |
13.3(Electric Strength at operating temperature) |
- |
6000 |
|
Testing charges parameter wise |
14(Transient Over Voltages) |
- |
8000 |
|
Testing charges parameter wise |
15.0(General) |
- |
1000 |
|
Testing charges parameter wise |
15.1(Ingress Protection test other than IPX0 (IP test)) |
- |
10000 |
|
Testing charges parameter wise |
15.2(Spillage Test) |
- |
3000 |
|
Testing charges parameter wise |
15.3(Humidity Test) |
- |
5000 |
|
Testing charges parameter wise |
16.0(General) |
- |
1000 |
|
Testing charges parameter wise |
16.1(General) |
- |
1000 |
|
Testing charges parameter wise |
16.2(Leakage Current (after Clause 15)) |
- |
5000 |
|
Testing charges parameter wise |
16.3(Electric Strength (after clause 15 and 16.2)) |
- |
6000 |
|
Testing charges parameter wise |
17(Over Load Protection of Transformers and associated circuits) |
- |
6000 |
|
Testing charges parameter wise |
18(Endurance Test requirements and tests) |
- |
1000 |
|
Testing charges parameter wise |
19(Abnormal Operation) |
- |
8000 |
|
Testing charges parameter wise |
20(Stability test) |
- |
2000 |
|
Testing charges parameter wise |
21(Mechanical Strength Test) |
- |
5000 |
|
Testing charges parameter wise |
22(Construction verification related test) |
- |
8000 |
|
Testing charges parameter wise |
23(General) |
- |
2500 |
|
Testing charges parameter wise |
24(Components) |
- |
2000 |
|
Testing charges parameter wise |
25(Supply connection and external flexible cords) |
- |
7000 |
|
Testing charges parameter wise |
26(Terminals for external conductors) |
- |
3000 |
|
Testing charges parameter wise |
27(Provision for earthing) |
- |
3000 |
|
Testing charges parameter wise |
28(Screw test and connections) |
- |
5000 |
|
Testing charges parameter wise |
29(clearance, creepage distances and solid insulation) |
- |
9000 |
|
Testing charges parameter wise |
30.1(Ball pressure test) |
- |
3000 |
|
Testing charges parameter wise |
30.2(Glow Wire Test) |
- |
3000 |
|
Testing charges parameter wise |
30.2(Needle Flame Test) |
- |
3000 |
|
Testing charges parameter wise |
31(Resistance to Rusting) |
- |
2000 |
|
Testing charges parameter wise |
32(Radiation Toxicity and Similar Hazards) |
- |
2000 |
|
Testing charges parameter wise |
|
Complete
|
|
18 Dec, 2027 |
- - |
27 |
IS 6240 (2008) |
Hot rolled steel plate (Up To 6 Mm) sheet and strip for the manufacture of low pressure liquefiable gas cylinders (Fourth Revision) |
All |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(UTM) |
- |
3000 |
|
Tensile |
Cl 8(Press) |
- |
1000 |
|
Bend |
Cl 9(Strainage Embrittlement) |
- |
5000 |
|
Strainage Embrrittlement |
Cl 10(Erichsen Cupping) |
- |
3000 |
|
Cupping |
Cl 13(Length, Width & Thickness) |
- |
1000 |
|
Dimension |
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 |
6.1(Nitrogen%) |
- |
1500 |
|
Nitrogen |
Cl. 13(Out of square) |
- |
1000 |
|
Dimension |
Cl. 13(Flatness) |
- |
1000 |
|
Dimension |
Cl. 13(Camber) |
- |
1000 |
|
Dimension |
Cl. 13(Width) |
- |
1000 |
|
Dimension |
Cl. 13(Thickness) |
- |
1000 |
|
Dimension |
Cl. 12(Freedom from defects) |
- |
1000 |
|
Freedom from Defect |
Cl. 7.2 Table 3(Elongation) |
- |
3000 |
|
Elongation |
Cl. 7.2 Table 3(Yield Stress) |
- |
3000 |
|
Elongation |
|
Complete
|
|
18 Dec, 2027 |
- - |
28 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
NA |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant) |
- |
1500 |
|
OK |
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
1000 |
|
OK |
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
1500 |
|
OK |
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
1000 |
|
OK |
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
1500 |
|
OK |
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
5000 |
|
OK |
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes) |
- |
5000 |
|
OK |
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
5000 |
|
OK |
8.2.1(Unregu/Qt~d Emining Pipe) |
- |
5000 |
|
OK |
8.2.2(Regulated Emitting Pipes) |
- |
5000 |
|
OK |
8.3.1(Wall Thickness ofEmitting Pipe) |
- |
1000 |
|
OK |
8.3.2(Inside Diameter ofEmitting Pipe) |
- |
1000 |
|
OK |
8.3.3(Flow Paths in Emitting Unit) |
- |
1000 |
|
OK |
8.3.4(Spacing ofEmitter Units) |
- |
1000 |
|
OK |
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
5000 |
|
OK |
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
5000 |
|
OK |
8.5(Resistance to Tension at Elevated Temperature) |
- |
5000 |
|
OK |
8.5(Resistance to Tension at Elevated Temperature) |
- |
5000 |
|
OK |
8.5(Resistance to Tension at Elevated Temperature) |
- |
5000 |
|
OK |
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
2000 |
|
OK |
8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
5000 |
|
OK |
8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
5000 |
|
OK |
8.8(Determination of Emitting Unit Exponent) |
- |
3000 |
|
OK |
|
Complete
|
|
18 Dec, 2027 |
- - |
29 |
IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
NA |
-
|
150000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Dimensions Of Pipes) |
- |
3000 |
|
ok |
Cl 8(Visual Appearance) |
- |
500 |
|
ok |
Cl 9.1(Hydraulic Characteristics) |
- |
15000 |
|
ok |
Cl 9.2(Fusion Compatibility) |
- |
2000 |
|
ok |
Cl 9.3(Reversion Test ) |
- |
5000 |
|
ok |
Cl 9.4 & Annex B(Impact Strength) |
- |
5000 |
|
ok |
Cl 9.5(Density) |
- |
1000 |
|
ok |
Cl 9.6(Melt Flow Rate) |
- |
2000 |
|
ok |
Cl 9.7(Carbon Black Content & Dispersion) |
- |
2000 |
|
ok |
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
125000 |
|
ok |
Cl 9.9(Opacity) |
- |
2000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
- - |
30 |
IS 278 (2009) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
All |
-
|
4500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5 Table-1(Sizes Diameter of Line wire) |
- |
1000 |
|
NA |
5 Table-1(Sizes Diamater of Point wire) |
- |
1000 |
|
Dimension |
5 Table-1(Sizes Mass of Completed barbed wire) |
- |
1000 |
|
Mass |
5 Table-1(Sizes Distance between two barbs) |
- |
1000 |
|
Dimension |
5 Table-1(Sizes No. of Lays between the two consequtive barbs) |
- |
1000 |
|
Dimension |
9.1(Freedom from defects) |
- |
1000 |
|
Freedom from Defects |
12.1(Tensile Strength) |
- |
1500 |
|
Tensile Test |
12.1(Breaking load) |
- |
1500 |
|
Breaking Load |
12.3(Ductility) |
- |
1500 |
|
Wrapping |
12.2.1(Mass of zinc coating (line wire)) |
- |
1500 |
|
Mass of Zinc Coating |
12.2.2(Mass of zinc coating (point wire)) |
- |
1500 |
|
Uniformity of Zinc Coating |
Cl. 7.1(General) |
- |
1000 |
|
General |
Cl. 7.2(Finishing of Barbs) |
- |
1000 |
|
Finishing of Barbs |
Cl. 7.2(Length of Barbs) |
- |
1000 |
|
Dimension |
Cl. 7.2(Cut Angle) |
- |
1000 |
|
Dimension |
4(Type A/Type B) |
- |
1000 |
|
Type A/Type B |
|
Complete
|
|
18 Dec, 2027 |
- - |