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WELL TECH TEST AND RESEARCH CENTER, DERABASSI

INDUSTRIAL BLOCK -B , VILLAGE SAIDPURA, DERABASSI, MOHALI, S.A.S Nagar, Punjab, 140507

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80 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

SIZE UPTO 63-160 DN TYPE A TYPE B

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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).)	-	13000	-
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).)	-	13000	-
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).)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
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)	-	13000	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	13000	-
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.)	-	13000	-
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.)	-	13000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	13000	-
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.)	-	13000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	13000	-
8.6(Effect on Water Test)	-	13000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	13000	-
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)	-	13000	-
14(Marking)	-	13000	-

30 Mar, 2027

-
Scope restricted upto 250 mm

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

200-7500 LTRS

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	13000	-
4.2.3(Carbon Dispersion Test)	-	13000	-
5(Types and Features )	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.3(Types and Features )	-	13000	-
5.6(Types and Features )	-	13000	-
6.1(Finish)	-	13000	-
7.1.1(Resistance to Deformation)	-	13000	-
7.1.2(Resistance to Deformation)	-	13000	-
7.2(Resistance to Impact)	-	13000	-
7.3(Test for Top Load Resistance)	-	13000	-
7.4(Tensile Strength)	-	13000	-
7.5(Flexural Modulus)	-	13000	-
7.6(overall Migration)	-	13000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	13000	-
9.2(Man-Hole and Hand-Hole Lids)	-	13000	-
9.1(Lid Thickness)	-	13000	-
7.3(Test for Top Load Resistance)	-	13000	-
6.1(Finish)	-	13000	-
5.4(Wall Thickness above effective height)	-	13000	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	13000	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	13000	-
4.2.1(Density)	-	13000	-
4.2.2(MFI)	-	13000	-
7.6(overall Migration)	-	13000	-
4.1(MATERIALS)	-	13000	-
4.2.2(MFR)	-	13000	-
4.2.1(Density)	-	13000	-
5.4(Wall Thickness)	-	13000	-
10(MARKING)	-	13000	-
Cl-7.6(Overall Migration)	-	13000	-
9.1(Man-Hole and Hand-Hole Lids)	-	13000	-

30 Mar, 2027

-
Scope restricted upto 5000 Liter water capacity

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

GRADE DESIGNATION LD,MD,HD,EHD, DIM AS PER TABLE 1

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	7800	-
3(Type/Shape of Cover)	-	7800	-
4.4(Reinforcement)	-	7800	-
5.2 and Table 1(Dimensions of Frame - A)	-	7800	-
5.2 and Table 1(Dimensions of Frame - B)	-	7800	-
5.2 and Table 1(Dimensions of Frame - C)	-	7800	-
5.2 and Table 1(Dimensions of Frame - D)	-	7800	-
5.2 and Table 1(Dimensions of Frame - E)	-	7800	-
5.2 and Table 1(Dimensions of Frame - F)	-	7800	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	7800	-
5.2 and Fig 1(Clear cover to reinforcement)	-	7800	-
9.3 and Table and Annex C(Load Test)	-	7800	-

30 Mar, 2027

-
-

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

GRADE 1/2

12750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	12750	-
8(DIMENSIONS AND TOLERANCES)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	12750	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	12750	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	12750	-

30 Mar, 2027

-
Excluding Table-3 (xii) Steady-State Formaldehyde Emission

IS 7887 (1992)

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

GRADE AS PER TABLE 1, SIZE DIA 3-30 MM

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Freedom from defects)	-	6000	-
Cl 9(Nominal Diameter & Out Of Shape)	-	6000	-
6.1(Carbon %)	-	6000	-
6.1(Manganese %)	-	6000	-
6.1(Phosphorus %)	-	6000	-
6.1(Sulphur %)	-	6000	-
6.1(Silicon %)	-	6000	-
6.1( Aluminium %)	-	6000	-
Table 1 Note 3(Copper)	-	6000	-

30 Mar, 2027

-
Excluding Copper in Chemical Composition

IS 5509 (2000)

Fire retardant plywood - Specification (Second Revision)

TYPE 1-6 THICKNESS 3-25 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9(Workmanship and finish)	-	10000	-
12.2(Moisture content )	-	10000	-
12.3.1(Flammability )	-	10000	-
12.3.2(Flame Penetration )	-	10000	-
12.2.3(Rate of burning )	-	10000	-
12(Test Requirements )	-	10000	-
12.4(Static Bending Strength as per BWR grade of IS 303 :)	-	10000	-

30 Mar, 2027

-
-

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

TYPE 1/2/3 THICKNESS 4-40MM

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(DIMENSIONS & TOLERANCES )	-	12500	-
8.1(WORKMANSHIP AND FINISH )	-	12500	-
10.1.1(MOISTURE CONTENT)	-	12500	-
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE)	-	12500	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	12500	-
10.1.5(MYCOLOGICAL TEST )	-	12500	-
10.1.6(TENSILE STRENGTH)	-	12500	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	12500	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	12500	-
10.1.9(RETENTION OF PRESERVATIVE)	-	12500	-

30 Mar, 2027

-
-

IS 4923 (2017)

Hollow steel sections for structural use - Specification (Third Revision)

GRADE YST 210,240,310,355 & UPTO 400 MM SIZE

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 10.2, Fig 1(Outside dimension (B))	-	5000	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	5000	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	5000	-
Cl. 10.6, Fig 4(External Corner Radius)	-	5000	-
Cl. 10.5, Fig 3(Squareness of side)	-	5000	-
Cl. 10.4, Fig 2(Concavity, X1)	-	5000	-
Cl. 10.4, Fig 2(Convexity, X2)	-	5000	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	5000	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	5000	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	5000	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	5000	-

30 Mar, 2027

-
-

IS 7834 : Part 1 (1987)

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

16 MM-315 MM

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	4500	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	4500	-
Cl. 6.2(Opacity- Appendix B)	-	4500	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	4500	-
6.1.1(VCM Content Test)	-	4500	-
3(Size of Fitting -)	-	4500	-
5(Socket dimensions)	-	4500	-
6.1(Stress Relief Test)	-	4500	-
6.2(Opacity)	-	4500	-
6.3(Effect on Water)	-	4500	-
6.4(Short-Term Hydraulic Test)	-	4500	-
7.2(Production Routine Tests)	-	4500	-
4(Minimum thickness)	-	4500	-

30 Mar, 2027

-
Scope restricted upto 250 mm

IS 1341 (2018)

Steel Butt Hinges - Specification (Sixth Revision)

TYPES AS PER CL SIZE 15 MM -100 MM

1700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 Tables 2 to 9 (2)(Size of Hinge)	-	1700	-
6.2.1(Knuckles)	-	1700	-
6.4(Screw Holes)	-	1700	-
6.4.2.1(Position of Holes)	-	1700	-
TABLE-1 (Clause-4)(SULPHUR)	-	1700	-
TABLE-1 (Clause-4)( CARBON)	-	1700	-
TABLE-1 (Clause-4)(PHOSPHURS)	-	1700	-
TABLE-1 (Clause-4)(MANGANESE)	-	1700	-
TABLE-1 (Clause-4)(SILICON)	-	1700	-

30 Mar, 2027

-
-

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

15 -150 MM, LIGHT MED, HEAVEY, PLAIN AND SCCREWED ENDS

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	6000	-
Cl 12(Workmanship)	-	6000	-
Cl. 11(Length)	-	6000	-
10.1(Thared Joints(IS:554))	-	6000	-
12.2(Galvanizing)	-	6000	-
13.0(Leak Proof Test)	-	6000	-
Clause - 6.1.1, Table-1(SULPHUR)	-	6000	-
7, 6.1.1(PHOSPHURS)	-	6000	-
7, 6.1.1(CARBON)	-	6000	-
7, 6.1.1(MANGANESE)	-	6000	-

30 Mar, 2027

-
-

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

15 -350NB, GRADE YST 210-355

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	4500	-
Cl 6(Outer Diameter, Thickness & Mass)	-	4500	-
9(Straightness)	-	4500	-
Cl 11.3.1(Flattening test (over 50 mm NB))	-	4500	-
8.0(Mass of Zinc coating - IS:6745)	-	4500	-
Clause - 5.1, Table-3( CARBON)	-	4500	-
Clause - 5.1, Table-3(SULPHUR)	-	4500	-
Clause - 5.1, Table-3(PHOSPHURS)	-	4500	-
Clause - 5.1, Table-3(MANGANESE)	-	4500	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	4500	-
5 AND AS PER IS 10748(MICRO ALLOY)	-	4500	-
Clause - 5.1, Table-3(NITROGEN)	-	4500	-

30 Mar, 2027

-
For finished product Only above 50 mm NB

IS 710 (2010)

Marine plywood - Specification (Second Revision)

AS PER CL 6.1 UPTO 900X 2400 MM, 3MM-25 MM THICKNESS

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	12500	-
6.1(DIMENSIONS)	-	12500	-
9.1.1(MOISTURE CONTENT)	-	12500	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	12500	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	12500	-
9.1.4(Tensile strength)	-	12500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	12500	-
9.1.6 (Table 3)(Static bending strength)	-	12500	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	12500	-
9.1.7 (Table 4)(Wet bending strength)	-	12500	-
9.1.8(Retention of preservative)	-	12500	-

30 Mar, 2027

-
-

IS 362 (1991)

Parliament Hinges -specification

TYPE 1/2/3 SIZE 50-200 MM

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Type)	-	5000	-
7.1(FINISH)	-	5000	-
6.3(MANUFACTURE-Pins)	-	5000	-
6.5(MANUFACTURE-Position of Holes)	-	5000	WITHOUT RAW MATERIAL TEST

30 Mar, 2027

-
-

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.2(a)( Aggregates Impact Value)	-	2000	-
5.4.3(a)( Aggregate Abrasion Value)	-	2000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	2000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	2000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	2000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	2000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	2000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	2000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	2000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	2000	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	2000	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	2000	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	2000	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	2000	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	2000	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	2000	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	2000	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	2000	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	2000	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1000	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1000	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1000	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1000	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1000	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	1000	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	1000	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1000	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1000	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1000	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1000	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1000	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-

30 Mar, 2027

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Only for aggregate from natural resources

IS 303 (1989)

Plywood for General Purposes -

MR/BWR

4750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	4750	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	4750	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	4750	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	4750	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	4750	-
11.3(Moisture Content - Part 1 of IS 1734)	-	4750	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	4750	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	4750	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	4750	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	4750	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	4750	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	4750	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	4750	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	4750	-

30 Mar, 2027

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-

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

2.0-10,00 MM

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 AND AS PER IS 7887(CARBON)	-	6500	-
6 AND AS PER IS 7887(SILICON)	-	6500	-
6 AND AS PER IS 7887(MANGANESE)	-	6500	-
6 AND AS PER IS 7887(PHOSPHORUS)	-	6500	-
6 AND AS PER IS 7887(ALUMINIUM)	-	6500	-
6 AND AS PER IS 7887(SULPHUR)	-	6500	-
9.2(Wrapping Test)	-	6500	-
Cl 11(Workmanship)	-	6500	-
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters)	-	6500	-
Cl 9(Tensile Test On UTM)	-	6500	-
Clause 6 and Note 3 of IS 7887(Copper)	-	6500	-
9.3(Bend test)	-	6500	-
11(Coating test)	-	6500	-

30 Mar, 2027

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-

IS 205 (1992)

Non - Ferrous metal butt specification (Fourth Revision)

HING DESIGNATION AS PER TABLE 2-5

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(TYPES)	-	6000	-
5.1- Table 2,3,4,5 & Fig-1 & 2(Dimensions- Type of Hinge 1.Length 2.Breadth 3.Butt Dia 4.Pin Dia 5.Thickness of Flap)	-	6000	-
6.2- Table 2,3,4,5 (Kunckles)	-	6000	-
6.3(Screw Holes)	-	6000	-

30 Mar, 2027

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-

IS 204 : Part 2 (1992)

Tower bolts - Specification: Part 2 non - Ferrous metals (Fifth Revision)

TYPE AS PER CL.3 AND SIZE AS PER TABLE 1-2

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(General)	-	6000	-
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Copper - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Aluminium - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Magnesium - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Silicon - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Iron - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Manganese - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Zinc - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Titanium - IS 504)	-	6000	-
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Chromium - IS 504)	-	6000	-
4 -Table 3- iii (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Lead - IS 3635:1966)	-	6000	-
4 -Table 3- iii (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Copper - IS 3635:1966)	-	6000	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt or Barrel-(A or B) 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Metal of Barrel (Brass or Zink Alloy/Aluminium alloy/Sheet Brass)-F 8.Dia of bore of barrel or socket- G )	-	6000	-
6.2- Table 2(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt -A 3.Length of Bolt Plate -B 4.Width of Bolt Plate or Staple-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Socket (Brass /Aluminium alloy or Zink Alloy)-F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob )	-	6000	-
7(Finish)	-	6000	-
4 -Table 3- iii (Ref. Cl 6.1, Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Iron - IS 3635:1966)	-	6000	-
4 -Table 3- iii (Ref. Cl 6.1, Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Total impurities (including Iron) - IS 3635:1966)	-	6000	-
4 -Table 3- iii (Ref. Cl 6.1, Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Zinc - IS 3635:1966)	-	6000	-
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Copper plus incidental nickel - IS 3685:1966)	-	6000	-
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Nickel - IS 3685:1966)	-	6000	-
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Tin - IS 3685:1966)	-	6000	-
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Aluminium - IS 3685:1966)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Aluminium- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Magnesium- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Copper- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Iron- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Lead- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Cadmium- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Tin- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Zinc- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Nickel- IS 2600:1964)	-	6000	-
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Thallium and Indium- IS 2600:1964)	-	6000	-

30 Mar, 2027

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-

IS 204 : Part 1 (1991)

Tower bolts - Specification: Part 1 ferrous metals (Fifth Revision)

TYPE AS PER CL.3 & SIZE AS PER TABLE 1, 2, 3

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	5000	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	5000	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	5000	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	5000	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	5000	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	5000	-
5.1(General)	-	5000	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	5000	-
7(Finish)	-	5000	-

30 Mar, 2027

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-

Bureau of Indian Standards

The National Standards Body of India

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

INDUSTRIAL BLOCK -B , VILLAGE SAIDPURA, DERABASSI, MOHALI, S.A.S Nagar, Punjab, 140507

7973565868 wtechresearch@gmail.com

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