31 |
IS 10748 (2004) |
Hot - Rolled steel strip for welded tubes and pipes - Specification (Second Revision) |
- |
-
|
6750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8 & Table 3(UTM) |
- |
1000 |
|
- |
Cl 9(Press) |
- |
750 |
|
- |
Cl 11(Workmanship) |
- |
500 |
|
- |
Cl 12 & 13(Length, Width & Thickness) |
- |
1500 |
|
- |
7.1(Carbon %) |
- |
300 |
|
- |
7.1(Manganese %) |
- |
300 |
|
- |
7.1(Phosphorus %) |
- |
300 |
|
- |
7.1(Sulphur %) |
- |
300 |
|
- |
7.1(Silicon %) |
- |
300 |
|
- |
7.1( Copper %) |
- |
300 |
|
- |
7.1( Aluminium %) |
- |
300 |
|
- |
7.1( Nb) |
- |
350 |
|
- |
7.1(V) |
- |
350 |
|
- |
7.1( Ti) |
- |
350 |
|
- |
7.1(Cr) |
- |
300 |
|
- |
7.1(Mo) |
- |
300 |
|
- |
7.1(Ni) |
- |
300 |
|
- |
7.1( Nitrogen%) |
- |
300 |
|
- |
7.1(CE) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
32 |
IS 3087 (2005) |
Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
All |
-
|
21000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
400 |
|
- |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
400 |
|
- |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
400 |
|
- |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
400 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
- |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
500 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
1000 |
|
- |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
1000 |
|
- |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
600 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
750 |
|
- |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
750 |
|
- |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
- |
7(Finish) |
- |
400 |
|
- |
8.3(Dimensional Tolerances) |
- |
1350 |
|
- |
9.2, 11.4(Moisture content) |
- |
400 |
|
- |
11.10(screw withdrawal strength) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
33 |
IS 280 (2006) |
Mild steel wire for general engineering purposes (Fourth Revision) |
All |
-
|
6100 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) |
- |
300 |
|
- |
Cl 9(Tensile Test On UTM) |
- |
1000 |
|
- |
Cl 11(Workmanship) |
- |
300 |
|
- |
Cl 13(Workmanship) |
- |
300 |
|
- |
7 & 8(Ovality) |
- |
400 |
|
- |
7 & 8(Diameter) |
- |
300 |
|
- |
9.2(Wrapping Test) |
- |
500 |
|
- |
9.3(Bend test) |
- |
500 |
|
- |
10(Finish) |
- |
200 |
|
- |
11(Coating test) |
- |
600 |
|
- |
13(Freedom from defects) |
- |
200 |
|
- |
6 AND AS PER IS 7887(MICRO ALLOY) |
- |
1200 |
|
- |
6 AND AS PER IS 7887(ALUMINIUM) |
- |
400 |
|
- |
6 AND AS PER IS 7887(PHOSPHORUS) |
- |
300 |
|
- |
6 AND AS PER IS 7887(SULPHUR) |
- |
300 |
|
- |
6 AND AS PER IS 7887(MANGANESE) |
- |
300 |
|
- |
6 AND AS PER IS 7887(SILICON) |
- |
300 |
|
- |
6 AND AS PER IS 7887(CARBON) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
34 |
IS 848 (2006) |
Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision) |
- |
-
|
5700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4 Table (i)(BWP (BOiling WaterProof)) |
- |
1500 |
|
- |
4 Table (i)(BWR (Boiling Water Resistant)) |
- |
1500 |
|
- |
4 Table (i)(MR (Moisture Ressistant)) |
- |
1500 |
|
- |
5,7.4(Keeping Quality (Resistance to heat Polymerization)) |
- |
1500 |
|
- |
7.4(Acidity and Alkalinity ( pH)) |
- |
1200 |
|
- |
|
Complete
|
|
- |
- |
35 |
IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
-
|
14850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
200 |
|
- |
B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
200 |
|
- |
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
200 |
|
- |
B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
200 |
|
- |
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
200 |
|
- |
B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
200 |
|
- |
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
200 |
|
- |
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
1000 |
|
- |
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
- |
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
500 |
|
- |
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
400 |
|
- |
B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
400 |
|
- |
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
1500 |
|
- |
6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
750 |
|
- |
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens)) |
- |
1000 |
|
- |
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
1000 |
|
- |
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
1500 |
|
- |
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
1500 |
|
- |
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
1000 |
|
- |
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
1000 |
|
- |
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
1000 |
|
- |
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
1000 |
|
- |
Annex-G-7(AVERAGE BREAKING LOAD) |
- |
1000 |
|
- |
Cl. 6.2.2 Table 2(Overall Length) |
- |
200 |
|
- |
|
Complete
|
|
- |
- |
36 |
IS 191 (2007) |
Copper - Specification (Fourth Revision) |
All |
-
|
11750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440) |
- |
300 |
|
- |
7.1 - Table 4(Silver- IS 440) |
- |
300 |
|
- |
5.4-Table 3 (For Billets)(Mass) |
- |
250 |
|
- |
5.2-Table 3 (For Billets)(Diameter) |
- |
250 |
|
- |
5.2-Table 3 (For Billets)(Length) |
- |
250 |
|
- |
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length) |
- |
250 |
|
- |
5.4-Table 3 (Vertically continuously cast wire bars)(Mass) |
- |
250 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(Width) |
- |
250 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(thickness ) |
- |
250 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(Other dimention) |
- |
250 |
|
- |
7.1 - Table 4(Copper + Silver(By difference)-IS440) |
- |
250 |
|
- |
7.1 - Table 4(Phosphorus- IS 440) |
- |
400 |
|
- |
7.1 - Table 4(Arsenic- IS440) |
- |
350 |
|
- |
7.1 - Table 4(Bismuth-IS 440) |
- |
400 |
|
- |
7.1 - Table 4(Iron IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Lead IS 440) |
- |
400 |
|
- |
7.1 - Table 4(Nickel IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Oxygen IS 440) |
- |
400 |
|
- |
7.1 - Table 4(Selenium - IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Sulphur- IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Tellurium- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Tin - IS 440) |
- |
500 |
|
- |
7.1 - Table 4(Znic-IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Selenium + Telluuium- IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Total Impurities- IS 440) |
- |
400 |
|
- |
8.1(FREEDOM FROM DEFECTS) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
37 |
IS 319 (2007) |
Free cutting brass bars, rods and section - Specification (Fifth Revision) |
All |
-
|
4400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.0(Freedom from defects) |
- |
200 |
|
- |
7.0(Dimension and Tolerances) |
- |
300 |
|
- |
9.1 Table-2(Tensile Strength) |
- |
1000 |
|
- |
9.1 Table-2(Elongation) |
- |
400 |
|
- |
9.2(Vickers Hardness) |
- |
600 |
|
- |
15.4 (b)(Cold impact) |
- |
1000 |
|
- |
8.1 Table 1(Cu) |
- |
300 |
|
- |
8.1 Table 1(Pb) |
- |
300 |
|
- |
8.1 Table 1(Fe) |
- |
300 |
|
- |
8.1 Table 1(Total other impurities excluding iron) |
- |
300 |
|
- |
8.1 Table 1(Zn) |
- |
300 |
|
- |
10.1(Mercurous Nitrate Test) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
38 |
IS 737 (2008) |
Wrought aluminium and aluminium alloy sheet and strip for general engineering purposes - Specification (Fourth Revision) |
All Type |
-
|
5200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 Table-1(Al) |
- |
300 |
|
- |
6 Table-1(Cu) |
- |
300 |
|
- |
6 Table-1(Mg) |
- |
300 |
|
- |
6 Table-1(Si) |
- |
300 |
|
- |
6 Table-1(Fe) |
- |
300 |
|
- |
6 Table-1(Mn) |
- |
300 |
|
- |
6 Table-1(Zn) |
- |
300 |
|
- |
6 Table-1(Ti) |
- |
300 |
|
- |
6 Table-1(Cr) |
- |
300 |
|
- |
6 Table-1(Cu+Si+Fe) |
- |
300 |
|
- |
6 Table-1(Cu+Si+Fe+Mn+Zn) |
- |
300 |
|
- |
6 Table-1(Cu+Mg+Si+Fe+Mn+Zn) |
- |
300 |
|
- |
6 Table-1(Cr+Mn) |
- |
300 |
|
- |
7 Table-2(Tensile Strength) |
- |
600 |
|
- |
7 Table-2(Elongation) |
- |
400 |
|
- |
7 Table-2(0.2 % Proof Stress) |
- |
500 |
|
- |
7 Table-2(Bend Test) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
39 |
IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
- |
-
|
39250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Dimensions Of Pipes) |
- |
1850 |
|
- |
Cl 8(Visual Appearance) |
- |
200 |
|
- |
Cl 9.1(Hydraulic Characteristics) |
- |
18000 |
|
- |
Cl 9.2(Fusion Compatibility) |
- |
3000 |
|
- |
Cl 9.3(Reversion Test ) |
- |
1000 |
|
- |
Cl 9.4 & Annex B(Impact Strength) |
- |
1000 |
|
- |
Cl 9.5(Density) |
- |
500 |
|
- |
Cl 9.6(Melt Flow Rate) |
- |
1500 |
|
- |
Cl 9.7(Carbon Black Content & Dispersion) |
- |
2000 |
|
- |
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
8000 |
|
- |
Cl 9.9(Opacity) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
40 |
IS 210 (2009) |
Grey iron castings - Specification (First Revision) |
- |
-
|
3700.00 View breakup
Rs 3,700/- (10% discount to BIS)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
15, Table 3(TENSIL.E TEST- IS 1608 Part1 ) |
- |
600 |
|
- |
16, Table 3(Hardness Test) |
- |
300 |
|
- |
6(Chemical Composition(chemical
composition shall be as agreed to between the
purchaser and the manufacturer.)) |
- |
600 |
|
- |
|
Complete
|
|
- |
- |
41 |
IS 278 (2009) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
All |
-
|
5450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5 Table-1(Sizes Diameter of Line wire) |
- |
400 |
|
- |
5 Table-1(Sizes Diamater of Point wire) |
- |
400 |
|
- |
5 Table-1(Sizes Mass of Completed barbed wire) |
- |
400 |
|
- |
8(CHROMATING) |
- |
600 |
|
- |
9.1(Freedom from defects) |
- |
500 |
|
- |
12.1(Tensile Strength) |
- |
1000 |
|
- |
12.1(Breaking load) |
- |
750 |
|
- |
12.2.1(Mass of zinc coating (line wire)) |
- |
600 |
|
- |
12.2.2(Mass of zinc coating (point wire)) |
- |
600 |
|
- |
12.2(Uniformity of zinc coating) |
- |
600 |
|
- |
12.3(Ductility) |
- |
600 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
42 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
All |
-
|
15450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.1(MARKING) |
- |
200 |
|
- |
7.1(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.2(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.3(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.5(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
6.1(DIMENSIONS) |
- |
2250 |
|
- |
6.2(DIMENSIONS) |
- |
2250 |
|
- |
6.3(DIMENSIONS) |
- |
2250 |
|
- |
9.1.1(MOISTURE CONTENT) |
- |
500 |
|
- |
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
1000 |
|
- |
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
1000 |
|
- |
9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
1000 |
|
- |
9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
1000 |
|
- |
9.1.5(Mycological test) |
- |
1000 |
|
- |
9.1.5 , 9.1.3.1.1(Mycological test) |
- |
1000 |
|
- |
9.1.5 , 9.1.3.1.2(Mycological test) |
- |
1000 |
|
- |
9.1.4(Tensile strength) |
- |
800 |
|
- |
9.1.6 (Table 3)(Static bending strength) |
- |
750 |
|
- |
9.1.7 (Table 4)(Wet bending strength) |
- |
1200 |
|
- |
9.1.8(Retention of preservative) |
- |
1000 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
1200 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
1200 |
|
- |
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
1200 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
1200 |
|
- |
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
800 |
|
- |
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain)) |
- |
800 |
|
- |
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain)) |
- |
800 |
|
- |
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
750 |
|
- |
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
750 |
|
- |
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)) |
- |
750 |
|
- |
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)) |
- |
750 |
|
- |
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)) |
- |
750 |
|
- |
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 )) |
- |
750 |
|
- |
|
Complete
|
|
- |
- |
43 |
IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
All |
-
|
18850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.0(Types) |
- |
200 |
|
- |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
1350 |
|
- |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
1350 |
|
- |
7.3(DIMENSIONS &
TOLERANCES
) |
- |
1350 |
|
- |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
1350 |
|
- |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
1350 |
|
- |
8.1(WORKMANSHIP AND FINISH ) |
- |
300 |
|
- |
8.3(WORKMANSHIP AND FINISH ) |
- |
300 |
|
- |
10.1.1(MOISTURE CONTENT) |
- |
500 |
|
- |
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE) |
- |
1000 |
|
- |
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
1500 |
|
- |
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST) |
- |
1000 |
|
- |
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
1000 |
|
- |
10.1.4(RESISTANCE TO WATER TEST) |
- |
1000 |
|
- |
10.1.5(MYCOLOGICAL TEST ) |
- |
2000 |
|
- |
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST ) |
- |
2000 |
|
- |
10.1.5.2(MYCOLOGICAL TEST ) |
- |
2000 |
|
- |
10.1.6(TENSILE STRENGTH) |
- |
1000 |
|
- |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.9(RETENTION OF PRESERVATIVE) |
- |
2500 |
|
- |
12, 12.1(MARKING) |
- |
500 |
|
- |
12, 12.2(MARKING) |
- |
500 |
|
- |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
1350 |
|
- |
|
Complete
|
|
- |
- |
44 |
IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
All |
-
|
4100 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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) |
- |
900 |
|
- |
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) |
- |
400 |
|
- |
Cl 12.6(Wet transverse strength ) |
- |
750 |
|
- |
Cl 12.7(Resistance to wear) |
- |
750 |
|
- |
Cl 11(Suface Finish) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
45 |
IS 2830 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
All |
-
|
5400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 9(Workmanship) |
- |
200 |
|
- |
Cl 10.1(Workmanship) |
- |
15000 |
|
- |
Cl 10.2(Workmanship) |
- |
200 |
|
- |
Cl 10.2(Press) |
- |
500 |
|
- |
Cl 10.3(Workmanship) |
- |
200 |
|
- |
Cl 11(Length, Width & Thickness) |
- |
500 |
|
- |
Cl 11(Length) |
- |
200 |
|
- |
11(Thickness) |
- |
200 |
|
- |
11(Width) |
- |
200 |
|
- |
6.1(Carbon %) |
- |
300 |
|
- |
6.1(Manganese %) |
- |
300 |
|
- |
6.1(Phosphorus %) |
- |
300 |
|
- |
6.1(Sulphur %) |
- |
300 |
|
- |
6.1(Silicon %) |
- |
300 |
|
- |
6.1( Copper %) |
- |
300 |
|
- |
6.1( Aluminium %) |
- |
300 |
|
- |
6.1( Nb) |
- |
300 |
|
- |
6.1(V) |
- |
300 |
|
- |
6.1( Ti) |
- |
300 |
|
- |
6.1(Cr) |
- |
300 |
|
- |
6.1(Mo) |
- |
300 |
|
- |
6.1(Ni) |
- |
300 |
|
- |
6.1( Nitrogen%) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
46 |
IS 2831 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into structural steel (Ordinary Quality) - Specification (Fourth Revision) |
All |
-
|
4150 View breakup
Rs 4,150/-(10% discount to BIS)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 6.1, Table 1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6.1, Table 1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
9( FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
10.1.a)( Macro examination IS 11371) |
- |
2000 |
|
- |
10.1.b)( Sulphur print tests IS 12037) |
- |
7500 |
|
- |
11 & 12(DIMENSIONS and Tolerances) |
- |
200 |
|
- |
|
Complete
|
|
- |
- |
47 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
All |
-
|
13400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
200 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
10000 |
|
- |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
200 |
|
- |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
200 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
200 |
|
- |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
250 |
|
- |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
250 |
|
- |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
200 |
|
- |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
200 |
|
- |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
250 |
|
- |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
500 |
|
- |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1000 |
|
- |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
750 |
|
- |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
1200 |
|
- |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1200 |
|
- |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
750 |
|
- |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
2000 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1200 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1500 |
|
- |
8.6(Effect on Water Test) |
- |
8000 |
|
- |
|
Complete
|
|
- |
- |
48 |
IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
All Type |
-
|
6800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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.) |
- |
1100 |
|
- |
Cl 12.1(Concavity & Convexity ) |
- |
1000 |
|
- |
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.) |
- |
1200 |
|
- |
Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
1000 |
|
- |
Cl 12.4(Water absorption) |
- |
500 |
|
- |
Cl 12.5(Wet transverse strength) |
- |
1000 |
|
- |
Cl 12.6(Resistance to wear) |
- |
1000 |
|
- |
Cl 11(Finish) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
49 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- |
-
|
12150.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
500.00 |
|
- |
5.4.2(a)( Aggregates Impact Value) |
- |
500 |
|
- |
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate) |
- |
500 |
|
- |
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
500 |
|
- |
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
500 |
|
- |
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
500 |
|
- |
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
100 |
|
- |
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
100 |
|
- |
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
100 |
|
- |
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
100 |
|
- |
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
100 |
|
- |
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
100 |
|
- |
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
100 |
|
- |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
400 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
400 |
|
- |
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
1000 |
|
- |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
1500 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1200 |
|
- |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
500 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
2250 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
200 |
|
- |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
400 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
400 |
|
- |
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
1000 |
|
- |
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
1500 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
1200 |
|
- |
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
750 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
2250 |
|
- |
|
Complete
|
|
- |
- |
50 |
IS 1079 (2017) |
Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision) |
All |
-
|
6750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(UTM) |
- |
1500 |
|
- |
Cl 9(Press) |
- |
500 |
|
- |
Cl 10(Die Press) |
- |
500 |
|
- |
Cl 12(Workmanship) |
- |
400 |
|
- |
Cl 13(Length, Width & Thickness) |
- |
600 |
|
- |
6.1(Carbon %) |
- |
300 |
|
- |
6.1(Manganese %) |
- |
300 |
|
- |
6.1(Phosphorus %) |
- |
300 |
|
- |
6.1(Sulphur %) |
- |
300 |
|
- |
6.1(Silicon %) |
- |
300 |
|
- |
6.1( Copper %) |
- |
300 |
|
- |
6.1( Aluminium %) |
- |
300 |
|
- |
6.1( Nb) |
- |
300 |
|
- |
6.1(V) |
- |
300 |
|
- |
6.1( Ti) |
- |
300 |
|
- |
6.1(Cr) |
- |
300 |
|
- |
6.1(Mo) |
- |
300 |
|
- |
6.1(Ni) |
- |
300 |
|
- |
6.1( Nitrogen%) |
- |
300 |
|
- |
6.1(Microalloying) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
51 |
IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
All Type |
-
|
5250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth)) |
- |
200 |
|
- |
Cl. 10.1, 14.1, 18.1(Straightness) |
- |
750 |
|
- |
Cl. 10.4, Fig 2(Concavity, X1) |
- |
250 |
|
- |
Cl. 10.4, Fig 2(Convexity, X2) |
- |
250 |
|
- |
Cl. 10.5, Fig 3(Squareness of side) |
- |
750 |
|
- |
Cl. 10.7, Fig 5(Total twist, V) |
- |
250 |
|
- |
Cl. 10.6, Fig 4(External Corner Radius) |
- |
250 |
|
- |
Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
1000 |
|
- |
Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
700 |
|
- |
Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
1000 |
|
- |
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
52 |
IS 6911 (2017) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
All Type |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Molybdenum -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Others-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Titanium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.1 & 7.2 Table 1(Niobium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part1)) |
- |
3600 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part2)) |
- |
3600 |
|
- |
6(Freedom from defects , IS 6911) |
- |
350 |
|
- |
10.1,Table 4&Table 6(Tensile Test - IS 1608(Pt -1)) |
- |
2100 |
|
- |
10.2,Table 4&Table 5(Hardness Test- IS 1500(Pt -1),IS 1501 (Pt-1),IS 1586 (Pt -1)) |
- |
500 |
|
- |
10.3(Bend Test - IS 1599) |
- |
750 |
|
- |
11,Table 7(Erichsen cupping test-IS 10175) |
- |
1200 |
|
- |
15(Surface Finish) |
- |
750 |
|
- |
17(Dimension and tolerance) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
53 |
IS 277 (2018) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
- |
-
|
2850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8.1(UTM) |
- |
500 |
|
- |
Cl 8.2(Press) |
- |
500 |
|
- |
Cl 10(Galvanising Test) |
- |
600 |
|
- |
Cl 13(Weight) |
- |
150 |
|
- |
Cl 14(Length, Width & Thickness) |
- |
500 |
|
- |
7.4(Mass of Coating: Single Spot Test) |
- |
600 |
|
- |
7.1 & 10.2(Mass of Coating: Single Spot Test) |
- |
600 |
|
- |
7.1 & 10.2(Mass of Coating: Triple Spot Test) |
- |
600 |
|
- |
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness)) |
- |
150 |
|
- |
Cl. 14 (Cl. 14 & Cl 15 (Width)) |
- |
150 |
|
- |
Cl. 14 (Cl. 14 & Cl 15 (Length)) |
- |
150 |
|
- |
Cl.12(Freedom from defects) |
- |
500 |
|
- |
Cl. 8.1 (Cl. 8.1 (Percentage Elongation )) |
- |
500 |
|
- |
Cl. 8.1 (Cl. 8.1 (Yield Stress)) |
- |
400 |
|
- |
Cl. 8.1 (Cl. 8.1 (Tensile Strength)) |
- |
600 |
|
- |
5.1(carbon) |
- |
300 |
|
- |
5.1(manganese) |
- |
300 |
|
- |
5.1(phosphorus) |
- |
300 |
|
- |
5.1(sulphur) |
- |
300 |
|
- |
cl 5.1, T-1, Note-5, For Microalloying elements(Nb+V+Ti+B) |
- |
300 |
|
- |
cl 5.1, T-1, Note-5, For Microalloying elements(B) |
- |
300 |
|
- |
cl 5.1, T-1, Note-5, For Microalloying elements(Ti) |
- |
300 |
|
- |
cl 5.1, T-1, Note-5, For Microalloying elements(V) |
- |
300 |
|
- |
cl 5.1, T-1, Note-5, For Microalloying elements(Nb) |
- |
300 |
|
- |
cl 5.1, T-1, Note-4, For Cu bearing quality(Cu) |
- |
300 |
|
- |
cl 5.1, T-1, Note-2, When Al-Si killed(Si) |
- |
300 |
|
- |
cl 5.1, T-1, Note-2, When Al-Si killed(Al) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
54 |
IS 2547 : Part 1 (1976) |
Specification for gypsum building plaster: Part 1 excluding premixed lightweight plasters |
All Type |
-
|
7900 View breakup
Rs.7,900/- (10% Discount to BIS)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 4.1, Table-1(Beta hemihydrate, SO3) |
- |
500 |
|
- |
Clause 4.1, Table-1(Beta hemihydrate, CaO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Beta hemihydrate, Soluble magnesium salts as MgO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Beta hemihydrate, Soluble sodium salts as Na2O) |
- |
500 |
|
- |
Clause 4.1, Table-1(Beta hemihydrate,. Loss of ignition) |
- |
400 |
|
- |
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, SO3) |
- |
500 |
|
- |
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, CaO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble magnesium salts as MgO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Soluble sodium salts as Na2O) |
- |
500 |
|
- |
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Loss of ignition) |
- |
500 |
|
- |
Clause 4.1, Table-1(Retarded Hemihydrate Gypsum Plaster, Free lime) |
- |
750 |
|
- |
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. SO3) |
- |
500 |
|
- |
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. CaO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble magnesium salts as MgO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Soluble sodium salts as Na2O) |
- |
500 |
|
- |
Clause 4.1, Table-1(Anhydrous Gypsum plaster,. Loss on ignition) |
- |
400 |
|
- |
Clause 4.1, Table-1(Keene's Plaster, SO3) |
- |
500 |
|
- |
Clause 4.1, Table-1(Keene's Plaster, CaO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Keene's Plaster, Soluble magnesium salts as MgO) |
- |
500 |
|
- |
Clause 4.1, Table-1(Keene's Plaster, Loss of ignition) |
- |
400 |
|
- |
Cl 5.2, Table 2(Plaster Sand Mixture & Neat Plaster) |
- |
800 |
|
- |
Cl 5.2, Table 3(Transverse Strength) |
- |
1000 |
|
- |
Cl 5.2, Table 4(Soundness) |
- |
700 |
|
- |
Cl 5.2, Table 5(Mechanical Resistance Of Set Neat Plaster ) |
- |
1000 |
|
- |
Cl 5.2, Table 6(Residue On 1.18 mm IS Sieve Precent) |
- |
500 |
|
- |
Cl 5.2, Table 7(Expansion On Setting %Max) |
- |
750 |
|
- |
Clause 4.1, Table-1(Keene's Plaster, Soluble sodium salts as Na2O) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
55 |
IS 318 (1981) |
Specification for leaded tin bronze ingots and castings (Second Revision) |
All |
-
|
4500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(SIZE AND SHAPE) |
- |
300 |
|
- |
6(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
4, Table 2.(MECHANICAL PROPERTIES) |
- |
1900 |
|
- |
3, Table 1.(CHEMlCAL COMPOSITION) |
- |
2600 |
|
- |
7.2(Dimension) |
- |
500 |
|
- |
7.1(Mass) |
- |
500 |
|
- |
6.2(Freedom from defects-Castings) |
- |
500 |
|
- |
6.1(Freedom from defects-Ingots) |
- |
500 |
|
- |
4.1, Table 2(Elongation) |
- |
400 |
|
- |
4.1, Table 2(0.2% Proof stress) |
- |
600 |
|
- |
4.1, Table 2(Tensile strength) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
56 |
IS 407 (1981) |
Specification for brass tubes for general purposes (Third Revision) |
All |
-
|
10050 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8/8.1 & 8.2(SIZES AND TOLERANCES-Mean Wall thickness) |
- |
300 |
|
- |
7/7.1 & 7.1.1(CONDITION) |
- |
200 |
|
- |
8/8.1 & 8.2(SIZES AND TOLERANCES-Mean Outside Dia) |
- |
300 |
|
- |
8/8.1 & 8.2(SIZES AND TOLERANCES-Length) |
- |
300 |
|
- |
9/9.1/Appendix A(PRESSURE TESTS-Hydraulic Test) |
- |
1500 |
|
- |
9/9.2(PRESSURE TESTS-Pneumatic Test) |
- |
1200 |
|
- |
10/10.1-Table 2(PHYSICAL TEST- Hardness (HV)-IS : 1501 (Part 1)) |
- |
800 |
|
- |
10/10.2-Table 2(PHYSICAL TEST- Tensilt Test - IS : 2655) |
- |
1500 |
|
- |
10/10.3(PHYSICAL TEST- Drifting Test- (For tubes upto and Including 100 mm nom OD)) |
- |
1000 |
|
- |
10/10.4 (10.4.1)("PHYSICAL TEST-Flattening Test (For Tubes ≤ 2.5 mm Wall Thickness and
not Exceeding 100 mm Outside Diameter)") |
- |
750 |
|
- |
10/10.4 (10.4.2)(PHYSICAL TEST-Flattening Test (For Tubes ≥ 2.5 mm Wall Thickness and More Than 100 mm Outside Diameter)) |
- |
750 |
|
- |
10/10.5(PHYSICAL TEST- Double Bend TestDouble Bend Test ( For Round Tubes ≤ 2.5 mm Wall Thickness and Over 100 mm Outside Diameter )) |
- |
1200 |
|
- |
10/10.6(PHYSICAL TEST- Mercurous Nitrate Test- IS : 2305) |
- |
400 |
|
- |
11/11.1(MARKING) |
- |
250 |
|
- |
|
Complete
|
|
- |
- |
57 |
IS 432 : Part 1 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars |
All |
-
|
6600 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5.1(Workmanship) |
- |
300 |
|
- |
Cl 6.2(Diameter & Ovality) |
- |
300 |
|
- |
Cl 6.2(Weight) |
- |
200 |
|
- |
Cl 8.2(Bend test) |
- |
500 |
|
- |
Cl 9.3(Press) |
- |
500 |
|
- |
Cl 8(Physical Requirements) |
- |
1500 |
|
- |
Cl. 8.1 Table 1(Elongation) |
- |
500 |
|
- |
Cl. 8.1 Table 1(Yield Stress) |
- |
500 |
|
- |
Clause 9.3(Bend test) |
- |
500 |
|
- |
Clause 6.1(Size) |
- |
200 |
|
- |
Clause -4, 4.3(TITANIUM) |
- |
300 |
|
- |
Clause -4, 4.2(VANADIUM) |
- |
300 |
|
- |
Clause -4, 4.1(NIOBIUM) |
- |
300 |
|
- |
Clause -4, 4.1(Molybdenum) |
- |
300 |
|
- |
Clause -4, 4.1(Chromium) |
- |
300 |
|
- |
Clause -4, 4.1(Nickel) |
- |
300 |
|
- |
Clause -4, 4.1( ALUMINIUM) |
- |
300 |
|
- |
Clause -4, 4.1(SILICON) |
- |
300 |
|
- |
Clause -4, 4.1(NITROGEN) |
- |
300 |
|
- |
Clause -4, 4.1(MANGANESE) |
- |
300 |
|
- |
Clause -4, 4.1(PHOSPHURS) |
- |
300 |
|
- |
Clause -4, 4.1(SULPHUR) |
- |
300 |
|
- |
Clause -4, 4.1( CARBON) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
58 |
IS 432 : Part 2 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire |
All |
-
|
2900 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4.1(Workmanship) |
- |
300 |
|
- |
Cl 5 & 6(Diameter) |
- |
300 |
|
- |
Cl 7(UTM) |
- |
1500 |
|
- |
Cl 8.3(Bending To Both Side At 90°, Then Straight) |
- |
500 |
|
- |
Clause 3.1.1(Sulphur) |
- |
300 |
|
- |
Clause 3.1.1(Phosphorus) |
- |
300 |
|
- |
Clause 3(Nitrogen) |
- |
300 |
|
- |
Cl. 7.1(Elongation) |
- |
300 |
|
- |
Cl. 7.1(Proof Stress 0.2 %) |
- |
500 |
|
- |
Cl. 6.2(Length) |
- |
200 |
|
- |
Clause 7.1(Total Elongation over a gauge length of 8 D Where D is the dia of wire) |
- |
500 |
|
- |
Clause 7.1(Proof Stress (0.2 percent )) |
- |
300 |
|
- |
Clause 7.1(Ultimate Tensile Stress) |
- |
600 |
|
- |
|
Complete
|
|
- |
- |
59 |
IS 733 (1983) |
Specification for wrought aluminium and aluminium alloy bars, rods and sections (For General Engineering Purposes) (Third Revision) |
All Type |
-
|
4700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 5.1, Table 2(0.2 Percent proof stress- IS 1816) |
- |
500 |
|
- |
Cl. 5.1, Table 2(Tensile Strength- IS 1816) |
- |
600 |
|
- |
Cl. 5.1, Table 2(Elongation on 50 mm or 5.65√So Gauge Length) |
- |
400 |
|
- |
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 4(Freedom from Defects) |
- |
200 |
|
- |
Cl. 0.4, 5.1, Table 1(Copper- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Magnesium- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Silicon- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Iron- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Zinc- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Titanium and / or other grain refining elements - IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Chromium- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Ti+ V- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Total Impurities- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
Cl. 0.4, 5.1, Table 1(Cr+ Mn- IS 504 or by any other suitable instrumental method) |
- |
300 |
|
- |
|
Complete
|
|
- |
- |
60 |
IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
All Type |
-
|
9950 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Marking) |
- |
300 |
|
- |
7.1.1(Maximum and minimum outside diameter of socket) |
- |
200 |
|
- |
7.1.1 Table-2(Length of Socket end) |
- |
200 |
|
- |
7.1.2(Maximum and minimum outside diameter of conduit) |
- |
200 |
|
- |
7.2(Minimum inside diameter of conduit) |
- |
200 |
|
- |
7.3(Length of conduit) |
- |
200 |
|
- |
7.4(Unifomity of The wall Thickness) |
- |
200 |
|
- |
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980) |
- |
400 |
|
- |
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C)) |
- |
750 |
|
- |
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980) |
- |
750 |
|
- |
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980) |
- |
750 |
|
- |
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980) |
- |
1000 |
|
- |
10(Resistance to Heat -Ball presure test) |
- |
1200 |
|
- |
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980) |
- |
1500 |
|
- |
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980) |
- |
2000 |
|
- |
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1500 |
|
- |
|
Complete
|
|
- |
- |