BIS - LIMS (Laboratory Information Management System)

MICRO ENGINEERING AND TESTING LABORATORY OPC PRIVATE LIMITED

Plot No.43, HSIIDC, Indl. Estate, Rai, Sonipat, Sonipat, Haryana, 131029

9871143785 METLSON@YAHOO.COM

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S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	1000	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	-
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	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	4500	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	5000	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	2500	-
15(Marking)	-	500	-

04 Jun, 2028

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IS 3502 (2009)

Steel chequered plates (Third Revision)

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4.1 (IS-2062, E250A)(CARBON)	-	300	-
Cl.4.1 (IS-2062, E250A)(SULPHUR)	-	300	-
Cl.4.1 (IS-2062, E250A)(PHOSPHURS)	-	300	-
Cl.4.1 (IS-2062, E250A)(MANGANESE)	-	300	-
Cl.4.1 (IS-2062, E250A)(SILICON)	-	300	-
Cl.4.1 (IS-2062, E250A)(CARBON EQUIVALENT)	-	300	-
Cl.4.1 (IS-2062, E250A)(NITROGEN)	-	300	-
Cl 5(Workmanship)	-	2000	-
Cl 6(Workmanship)	-	2000	-
4(Carbon as C)	-	300	-
4(Manganese as Mn)	-	300	-
4(Sulphur as S)	-	300	-
4(Phosphorus as P)	-	300	-
4(Silicon as Si)	-	300	-
4(Aluminium as Al)	-	300	-
4(Micro Alloying elements)	-	300	-
4(Niobium as Nb)	-	300	-
4(Vanadium as V)	-	300	-
4(Titanium as Ti)	-	300	-
4(Nitrogen content)	-	300	-
Cl 4.1(Carbon- IS 228(Part 1))	-	300	-
Cl 4.1(Sulphur- IS 228(Part 9))	-	300	-
Cl 4.1(Phosphorous- IS 228(Part 3))	-	300	-
Cl 4.1(Manganese- IS 228(Part 2))	-	300	-
Cl 4.1(Carbon Equivalent (CE))	-	300	-
Cl 4.1(Silicon- IS 228(Part 2))	-	300	-
Cl 4.1(Nitrogen -IS 228(Part 19))	-	300	-
Cl 8(UTM)	-	2000	-
Cl 9(Press)	-	400	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	900	-
Cl 5(Workmanship)	-	2000	-
Cl 6(Workmanship)	-	2000	-
Cl 8(UTM)	-	2000	-
Cl 9(Press)	-	400	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	900	-
Cl 5(Workmanship)	-	2000	-
Cl 6(Workmanship)	-	2000	-
Cl 8(UTM)	-	2000	-
Cl 9(Press)	-	400	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	900	-
Cl. 11(Weight)	-	300	-
Cl. 10(Thickness)	-	300	-
Cl. 10(Width)	-	300	-
Cl.8(Elongation)	-	300	-
Cl.8(Yield Stress)	-	300	-
4.1(Grade E 250A of IS 2062.)	-	300	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	900	-
Cl 9(Press)	-	400	-
Cl 8(UTM)	-	2000	-
Cl 6(Workmanship)	-	2000	-
Cl 5(Workmanship)	-	2000	-
Cl 5(Workmanship)	-	2000	-
Cl 6(Workmanship)	-	2000	-
Cl 8(UTM)	-	2000	-
Cl 9(Press)	-	400	-
Cl 10(Length, Width, Thickness & Chequered Height)	-	900	-
8(Tensile Strength-IS:1608(P1)-22)	-	1100	-
8(Yield Stress-IS:1608(P1)-22)	-	300	-
8(Elongation on SoA 5.65mm GL)	-	300	-
10(Length - SOP MT-23)	-	300	-
10(Width - SOP MT-23)	-	300	-
10(Thickness- SOP MT-23)	-	300	-
10(Mass -SOP MT-23)	-	300	-
10(Chequred Height - SOP MT-23)	-	300	-
10(Chequred Height - SOP MT-23)	-	300	-

04 Jun, 2028

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IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

M-30, M-35, M-40, M-50, M-55

22000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	10500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	5500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	3000	-
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	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	10500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	5500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	3000	-
Clause 7.3, Annex G(Average Breaking Load)	-	0	-
Clause 7.3, Annex G(Individual Breaking Load)	-	0	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	0	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	1500	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.1 (General Quality)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	500	-
Clause 3.20(Spacer nibs)	-	600	-
10(Marking)	-	500	-
cl.5(Cement)	-	1200	-
5.2(Mineral Admixture)	-	1000	-
5.3(Chemical Admixtures)	-	1000	-
5.4(Coarse and Fine Aggregates)	-	2000	-
5.5(Pigments)	-	300	-
5.6(Water)	-	300	-

04 Jun, 2028

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IS 383 (2016)

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

13500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	800	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	800	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1800	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	800	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	800	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1800	-
5.6(Alkali Agregate Reaction )	-	1800	-
5.7 table 4 (Calcium oxide)	-	300	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	300	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1800	-
Clause 5.6(Dissolved Silica)	-	400	-
Clause 5.6(Reduction in Alkalinity)	-	400	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	300	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	300	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	300	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	300	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	300	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	300	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	400	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	800	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	800	-
5.4.2(a)( Aggregates Impact Value)	-	800	-
5.4.2(b)( Aggregates Impact Value)	-	800	-
5.4.3(a)( Aggregate Abrasion Value)	-	800	-
5.4.3(b)( Aggregate Abrasion Value)	-	800	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	600	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	600	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	600	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	600	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	600	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	600	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	600	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	600	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	600	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	600	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	600	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	600	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	600	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	600	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	600	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	600	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	600	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	600	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	600	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	600	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	600	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	600	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	600	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	600	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	600	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	600	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	600	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	600	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	600	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	600	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	600	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	600	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	600	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	600	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	600	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	600	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	600	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	600	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	600	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	600	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	600	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	600	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	600	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	600	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	600	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	600	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	600	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	600	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1800	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1800	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	600	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	600	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	600	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	600	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	600	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1800	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1200	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1800	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	600	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	600	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1800	-
5.5(Soundness By Magnesium Sulphate)	-	1800	-
7.2(Moisture Content)	-	800	-
7.2(Bulking Of Fine Aggregate)	-	600	-
7.2(Bulk Density loose)	-	600	-
7.2(Bulk Density Rodded)	-	600	-
5.5(Soundness By Magnesium Sulphate)	-	1800	-
7.2(Moisture Content)	-	800	-
7.2(Bulk Density loose)	-	600	-
7.2(Bulk Density Rodded)	-	600	-
5.3(Elongation Index)	-	600	-
5.3(Flakiness Index)	-	600	-
5.7 table 3(WaterAbsorption)	-	600	-
5.7 table 3(Specific Gravity)	-	600	-
5.3(Flakiness & Elongation)	-	1200	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1800	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1800	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	1800	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1800	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	800	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	800	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	800	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1800	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-

04 Jun, 2028

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IS 2062 (2011)

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

13500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 18(Weight)	-	300	-
Cl 15(Length, Width & Thickness)	-	900	-
Cl 11.3(Press)	-	400	-
Cl 10.3(UTM)	-	2000	-
Cl 18(Weight)	-	300	-
Cl 15(Length, Width & Thickness)	-	900	-
Cl 11.3(Press)	-	400	-
Cl 10.3(UTM)	-	2000	-
Cl 18(Weight)	-	300	-
Cl 15(Length, Width & Thickness)	-	900	-
Cl 11.3(Press)	-	400	-
Cl 10.3(UTM)	-	2000	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-	500	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-	400	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-	1100	-
Cl 18(Weight)	-	300	-
Cl 15(Length, Width & Thickness)	-	900	-
Cl 11.3(Press)	-	400	-
Cl 10.3(UTM)	-	2000	-
Cl 10.3(UTM)	-	2000	-
Cl 11.3(Press)	-	400	-
Cl 15(Length, Width & Thickness)	-	900	-
Cl 18(Weight)	-	300	-
Clause 11.3(IS 1599)	-	0	-
Clause 15, Table 4(IS 2062)	-	0	-
16(Tolerance)	-	0	-
20(Marking)	-	200	-
20(MARKING)	-	200	-
10(Tensile Strength-IS:1608(P1)-22)	-	500	-
10(Yield Stress-IS:1608(P1)-22)	-	400	-
10(Elongation on SoA 5.65mm GL)	-	500	-
15(Mass -SOP MT-23)	-	500	-
15(Sectional Area)	-	500	-
15(Dimension -D)	-	500	-
15(Dimension -B)	-	500	-
15(Thickness - t)	-	500	-
15(Thickness - T)	-	500	-
15(Flange Slope)	-	300	-
15(Radius R1)	-	500	-
15(Radius R2)	-	500	-
15(Mass -SOP MT-23)	-	500	-
15(Sectional Area)	-	300	-
15(Dimension -D)	-	300	-
15(Dimension -B)	-	300	-
15(Thickness - t)	-	300	-
15(Thickness - T)	-	300	-
15(Radius R1)	-	500	-
15(Radius R2)	-	500	-
15(Mass -SOP MT-23)	-	300	-
15(Sectional Area)	-	300	-
15(Dimensions AxB)	-	300	-
15(Thickness - t)	-	300	-
15(Radius -R1)	-	300	-
15(Radius -R2)	-	300	-
15(Diameter)	-	300	-
15(Sectional Area)	-	300	-
15(Mass per metre)	-	300	-
15(Mass per metre)	-	300	-
15(Ovality)	-	300	-
15(Side Width)	-	300	-
15(Sectional Area)	-	300	-
15(Mass per metre)	-	300	-
15(Out of Square)	-	300	-
9(Preparation of test sample)	-	300	-
Clause 7(Freedom from Defect)	-	300	-
Clause 11.3(Bend Test)	-	500	-
Clause 15, Table 4(Dimension)	-	300	-
5(General Requirements)	-	300	-
4(MARKING)	-	300	-
Clause - 5, 8.1 & 8.2(E650, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E650, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E650, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E650, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E650, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E650, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E650, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E600, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E600, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E600, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E600, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E600 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E600, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E600, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E600, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E550, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E550, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E550, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E550, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E550 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E550, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E550, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E550, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E450, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E450, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E450, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E450, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E450 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E450, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E450, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E450, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E410, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E410, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E410, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E410, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E410 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E410, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E410, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E410, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E350, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E350, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E350, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E350, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E350 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E350, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E350, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E350, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E300, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E300, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E300, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E300, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E300 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E300, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E300, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E300, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E275, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E275, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E275, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E275, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E275 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E275, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E275, CARBON)	-	300	-
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT )	-	300	-
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM)	-	300	-
Clause - 5, 8.1 & 8.2(E250, SILICON)	-	300	-
Clause - 5, 8.1 & 8.2(E250, NITROGEN)	-	300	-
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE)	-	300	-
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS)	-	300	-
Clause - 5, 8.1 & 8.2(E250, SULPHUR)	-	300	-
Clause - 5, 8.1 & 8.2(E250, CARBON)	-	300	-
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.)	-	300	-
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.)	-	300	-
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.)	-	300	-
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.)	-	300	-
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.)	-	300	-
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.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Clause 8, Table 1, Note 2(Any Instrumental Method/Chemical Method)	-	300	-
Clause 8, Table 1, Note 5(Any Instrumental Method/Chemical Method)	-	300	-
Clause 8, Table 1, Note 5(Any Instrumental Method/Chemical Method)	-	300	-
Clause 8, Table 1, Note 5(By Calculation)	-	300	-
Clause 8, Table 1, Note 6(Any Instrumental Method/Chemical Method)	-	300	-
Clause 8, Table 1, Note 6(By Calculation)	-	300	-
Clause 7(IS 2062)	-	0	-
8(Micro Alloying elements)	-	1000	-
8(Niobium as Nb)	-	300	-
8(Vanadium as V)	-	300	-
8(Titanium as Ti)	-	300	-
Clause 8, Table 1, Note 2(Aluminium)	-	300	-
Clause 8, Table 1, Note 5(Niobium)	-	300	-
Clause 8, Table 1, Note 5(Titanium)	-	300	-
Clause 8, Table 1, Note 5(Nb+V+Ti)	-	500	-
Clause 8, Table 1, Note 6(Boron)	-	300	-
Clause 8, Table 1, Note 6(Cr+Ni)	-	400	-
Cl 13(Y Groove Cracking Test)	-	1000	-
Cl 12(Sudden Load Applied)	-	1000	-
Cl 7(Workmanship)	-	300	-
Cl 13(Y Groove Cracking Test)	-	1000	-
Cl 12(Sudden Load Applied)	-	1000	-
Cl 7(Workmanship)	-	300	-
Cl 13(Y Groove Cracking Test)	-	1000	-
Cl 12(Sudden Load Applied)	-	1000	-
Cl 7(Workmanship)	-	300	-
Cl. 15 (Cl. 15 Channel Section: Sweep)	-	300	-
Cl. 15(Cl. 15 Channel Section: Camber)	-	300	-
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Concavity))	-	300	-
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Convexity))	-	300	-
Cl. 15(Cl. 15 Channel Section: Flange Out of Square)	-	300	-
Cl. 15(Cl. 15 Channel Section: Width of Flange)	-	300	-
Cl. 15(Cl. 15 Channel Section: Depth)	-	300	-
Cl. 15(Cl. 15 Square Bar: Out of Square)	-	300	-
Cl. 15(Cl. 15 Square Bar: Side Width: Minimum)	-	300	-
Cl. 15(Cl. 15 Square Bar: Side Width: Maximum)	-	300	-
Cl. 15(Cl. 15 Round Bar: Out of Shape)	-	300	-
Cl. 15(Cl. 15 Round Bar: Diameter Minimum)	-	300	-
Cl. 15(Cl. 15 Round Bar: Diameter Maximum)	-	300	-
Cl. 15, 16(Off Centre of Web)	-	300	-
Cl. 15, 16(Flange out of square (I beam))	-	300	-
Cl. 15, 16(Width of flange (I Beam))	-	300	-
Cl. 15, 16(Depth (I Beam))	-	300	-
Cl. 15, 16(Mass (Plate))	-	300	-
Cl. 15, 16(Flange Slope)	-	300	-
Cl. 15, 16(Web Thickness)	-	500	-
Cl. 15, 16(Flange Thickness)	-	500	-
Cl. 15, 16(Out of Square (Flat))	-	300	-
Cl. 15, 16(Width )	-	300	-
Cl. 15, 16(Thickness )	-	500	-
Cl. 15, 16(Sectional Area )	-	300	-
Cl. 15, 16(Camber (Angle))	-	300	-
Cl. 15, 16(Out of Square (Angle))	-	300	-
Cl. 15, 16(Weight)	-	300	-
Cl. 15, 16(Leg Length Difference (Angle))	-	300	-
Cl. 15, 16(Leg Length B (Angle))	-	300	-
Cl. 15, 16(Leg Length A (Angle))	-	300	-
Cl. 15, 16(Toe Radius R2)	-	500	-
Cl 13(Y Groove Cracking Test)	-	1000	-
Cl 12(Sudden Load Applied)	-	1000	-
Cl 7(Workmanship)	-	300	-
14.1(Soundness test)	-	1800	-
14.2(Grain Size)	-	600	-
14.2(Inclusion)	-	300	-
Cl 7(Workmanship)	-	300	-
Cl 12(Sudden Load Applied)	-	1000	-
Cl 13(Y Groove Cracking Test)	-	1000	-
Clause 12(IS 1757)	-	0	-
Cl. 15, 16(Root Radius R1)	-	500	-
Clause 12(Impact Test)	-	800	-

04 Jun, 2028

-
-

IS 9103 (1999)

Specification for Concrete Admixtures -

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 9, Table- 2(Dry material content )	-	950	-
Clause 9, Table- 2(Ash content)	-	700	-
Clause 9, Table- 2(Relative density)	-	700	-
Clause 9, Table- 2(Chloride ion content)	-	1150	-
Clause 9, Table- 2( pH)	-	450	-
Clause 9, Table- 2(Dry material content )	-	950	-
Clause 9, Table- 2(Ash content)	-	700	-
Clause 9, Table- 2(Relative density)	-	700	-
Clause 9, Table- 2(Chloride ion content)	-	1150	-
Clause 9, Table- 2( pH)	-	450	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	0	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	0	-
Cl 4, Table 1A(Slump)	-	2400	-
Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	5500	-
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	1800	-
Cl 4, Table 1 B(Flow)	-	5500	-
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	2900	-
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	5500	-
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	4000	-
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	4000	-
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	4000	-
Cl 4, Table 1A(Loss of workability)	-	3200	-
Cl 4, Table 1A(Air content (%), Max, over control)	-	2500	-
Cl 4, Table 1 B(Loss of workability on standing)	-	3200	-
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	5500	-
Clause 4, Table 1B, SI no. (iii) (1 year minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (6 months minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (28 days minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (7 days minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1A, SI no. (v) (28 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (v) (7 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (v) (3 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (1 year compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (6 months compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (28 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (7 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (3 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (1 day compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	0	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	0	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	0	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	0	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	0	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days)	-	0	-
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	0	-
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	0	-
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	0	-
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	0	-
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	0	-
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	0	-
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	0	-
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	0	-
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	0	-
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	0	-
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	0	-
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	0	-

04 Jun, 2028

-
-

IS 277 (2018)

Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision)

Galvanized Steel Strips and Sheets (Plain&Corrugated)

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 10(Galvanising Test)	-	500	-
Cl 10(Galvanising Test)	-	500	-
7.4(Mass of Coating: Single Spot Test)	-	1000	-
7.4(Mass of Coating: Triple Spot Test)	-	1000	-
7.4(Mass of Coating: Single Spot Test)	-	1000	-
7.4(Mass of Coating: Triple Spot Test)	-	1000	-
7.4(Mass of Coating: Single Spot Test)	-	1000	-
7.4(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
5.1(phosphorus)	-	300	-
5.1(copper)	-	300	-
5.1(nitrogen)	-	300	-
5.1(nitrogen)	-	300	-
5.1(micro alloy)	-	300	-
5.1(micro alloy)	-	300	-
5.1(aluminium)	-	300	-
5.1(silicon )	-	300	-
5.1(silicon )	-	300	-
5.1(aluminium)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(Titanium)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(sulphur)	-	300	-
5.1(phosphorus)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(carbon)	-	300	-
5.1(sulphur)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
5.1(manganese)	-	300	-
5.1(phosphorus)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
cl 5.1, T-1, Note-6, For reinforced steel(P)	-	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	-
cl 5.1, T-1, Note-2, When Si killed(Si)	-	300	-
cl 5.1, T-1, Note-2, When Al killed(Al)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP 550(P)	-	300	-
cl 5.1, T-1, designation For GP 550(S)	-	300	-
cl 5.1, T-1, designation For GP 550(Mn)	-	300	-
cl 5.1, T-1, designation For GP 550(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP 450(P)	-	300	-
cl 5.1, T-1, designation For GP 450(S)	-	300	-
cl 5.1, T-1, designation For GP 450(Mn)	-	300	-
cl 5.1, T-1, designation For GP 450(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP 350 class-2(P)	-	300	-
cl 5.1, T-1, designation For GP 350 class-2(S)	-	300	-
cl 5.1, T-1, designation For GP 350 class-2(Mn)	-	300	-
cl 5.1, T-1, designation For GP 350 class-2(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP 350 class-1(P)	-	300	-
cl 5.1, T-1, designation For GP 350 class-1(S)	-	300	-
cl 5.1, T-1, designation For GP 350 class-1(Mn)	-	300	-
cl 5.1, T-1, designation For GP 350 class-1(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP 300(P)	-	300	-
cl 5.1, T-1, designation For GP 300(S)	-	300	-
cl 5.1, T-1, designation For GP 300(Mn)	-	300	-
cl 5.1, T-1, designation For GP 300(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP275(P)	-	300	-
cl 5.1, T-1, designation For GP275(S)	-	300	-
cl 5.1, T-1, designation For GP275(Mn)	-	300	-
cl 5.1, T-1, designation For GP275(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP250(P)	-	300	-
cl 5.1, T-1, designation For GP250(S)	-	300	-
cl 5.1, T-1, designation For GP250(Mn)	-	300	-
cl 5.1, T-1, designation For GP250(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP230(P)	-	300	-
cl 5.1, T-1, designation For GP230(Mn)	-	300	-
cl 5.1, T-1, designation For GP230(S)	-	300	-
cl 5.1, T-1, designation For GP230(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GPIF(P)	-	300	-
cl 5.1, T-1, designation For GPIF(S)	-	300	-
cl 5.1, T-1, designation For GPIF(Mn)	-	300	-
cl 5.1, T-1, designation For GPIF(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GPED(P)	-	300	-
cl 5.1, T-1, designation For GPED(S)	-	300	-
cl 5.1, T-1, designation For GPED(Mn)	-	300	-
cl 5.1, T-1, designation For GPED(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GPD(P)	-	300	-
cl 5.1, T-1, designation For GPD(S)	-	300	-
cl 5.1, T-1, designation For GPD(Mn)	-	300	-
cl 5.1, T-1, designation For GPD(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GPL(P)	-	300	-
cl 5.1, T-1, designation For GPL(S)	-	300	-
cl 5.1, T-1, designation For GPL(Mn)	-	300	-
cl 5.1, T-1, designation For GPL(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GC(P)	-	300	-
cl 5.1, T-1, designation For GC(S)	-	300	-
cl 5.1, T-1, designation For GC(Mn)	-	300	-
cl 5.1, T-1, designation For GC(C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GPH (P)	-	300	-
cl 5.1, T-1, designation For GPH (S)	-	300	-
cl 5.1, T-1, designation For GPH (Mn)	-	300	-
cl 5.1, T-1, designation For GPH (C)	-	300	-
cl 5.1, T-1, Note-3(N2)	-	300	-
cl 5.1, T-1, designation For GP (P)	-	300	-
cl 5.1, T-1, designation For GP (S)	-	300	-
cl 5.1, T-1, designation For GP (Mn)	-	300	-
cl 5.1, T-1, designation For GP (C)	-	300	-
Cl 10(Galvanising Test)	-	300	-
Cl 10(Galvanising Test)	-	300	-
5(Titanium as Ti)	-	300	-
5(Niobium as Nb)	-	300	-
5(Boron as B)	-	300	-
5(Micro Alloying Elements (Nb+V+Ti + B))	-	300	-
5(Copper as Cu)	-	300	-
7.1(Zinc Coating Conformation)	-	500	-
Cl 8.1(UTM)	-	2000	-
Cl 8.2(Press)	-	400	-
Cl. 9(Surface roughness)	-	200	-
Cl 14(Length, Width & Thickness)	-	900	-
Cl 13(Weight)	-	400	-
Cl 12(Workmanship)	-	400	-
Cl 8.1(UTM)	-	2000	-
Cl 8.2(Press)	-	400	-
Cl 10(Galvanising Test)	-	500	-
Cl 12(Workmanship)	-	400	-
Cl 13(Weight)	-	400	-
Cl 14(Length, Width & Thickness)	-	900	-
Cl. 17(Marking )	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Pitch of Corrugation))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Depth of Corrugation))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness))	-	400	-
Cl. 14 (Cl. 14 & Cl 15 (Width))	-	400	-
Cl. 14 (Cl. 14 & Cl 15 (Length))	-	400	-
Cl.12(Freedom from defects)	-	400	-
Cl. 8.1 (Cl. 8.1 (Percentage Elongation ))	-	1000	-
Cl. 8.1 (Cl. 8.1 (Yield Stress))	-	400	-
Cl. 8.1 (Cl. 8.1 (Tensile Strength))	-	1000	-
7.3(X-Ray fluorescence method)	-	400	-
7.6(Coating finish type)	-	400	-
7.7(Surface treatment)	-	200	-
8.3(Bend test miniral diameter)	-	500	-
Cl 8.1(UTM)	-	2000	-
Cl 8.1(UTM)	-	2000	-
Cl 8.1(UTM)	-	2000	-
Cl 8.2(Press)	-	400	-
Cl 8.2(Press)	-	400	-
Cl 8.2(Press)	-	400	-
Cl 12(Workmanship)	-	400	-
Cl 12(Workmanship)	-	400	-
Cl 13(Weight)	-	400	-
Cl 12(Workmanship)	-	400	-
Cl 13(Weight)	-	400	-
Cl 13(Weight)	-	400	-
Cl 14(Length, Width & Thickness)	-	900	-
Cl 14(Length, Width & Thickness)	-	900	-
Cl 14(Length, Width & Thickness)	-	900	-
Cl.15.1.3.1(Overall width after corrugation)	-	400	-
Cl.15.1.3.1(Overall width before corrugation)	-	400	-
6(Tensile Strength-IS:1608(P1))	-	1000	-
6(Yield Strength-IS:1608(P1))	-	400	-
6(Elongation-IS:1608(P1))	-	1000	-
Cl. 5.1(Carbon)	-	300	-
Cl. 5.1(Sulphur)	-	300	-
Cl. 5.1(Phosphorous)	-	300	-
Cl. 5.1(Manganese)	-	300	-
Cl. 5.1(Silicon)	-	300	-
Cl. 5.1(Titanium)	-	300	-
Cl. 5.1(Nitrogen)	-	300	-
Cl-5.1(Aluminium)	-	300	-
Cl. 5.1(Copper)	-	300	-
Cl. 5.1(Boron)	-	300	-
Cl. 5.1(Niobium)	-	300	-
Cl. 5.1(Vanadium)	-	300	-
Cl. 5.1(Ti+Nb+V+B)	-	300	-

04 Jun, 2028

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

PORTLAND POZZOLANA CEMENT – FLY ASH BASED

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	800	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	400	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	800	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	400	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	800	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	400	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	800	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	400	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1300	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	N/A
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	800	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	800	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	800	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	800	-
7 -Table 2- i(Fineness 4031 Part 2)	-	600	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1300	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	N/A
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	800	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	800	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	800	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	N/A
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	N/A
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	N/A
Clause 7 Table 2 SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	N/A
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h)	-	0	N/A
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h)	-	0	N/A
7 -Table 2- i(Fineness 4031 Part 2)	-	600	-

04 Jun, 2028

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC 33/ OPC 43/ OPC 53/ OPC 43S/ OPC 53S

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 viii(Alkali content)	-	800	-
6.1 Table-2 vii(Chloride content)	-	800	-
6.1 Table-2 vi(Loss on ignition)	-	400	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	600	-
6.1 Table-2 iv(Magnesia)	-	600	-
6.1 Table-2 iii.(Insoluble residue)	-	600	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	600	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2000	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	800	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	400	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	600	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	600	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	2000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	800	-
7 Table-3 ii b(Expansion by Autoclave)	-	800	-
7 Table-3 ii a(Expansion after aeration)	-	800	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	600	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	600	-
6.1 Table-2 viii(Alkali content)	-	800	-
6.1 Table-2 vii(Chloride content)	-	800	-
6.1 Table-2 vi(Loss on ignition)	-	400	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	600	-
6.1 Table-2 iv(Magnesia)	-	600	-
6.1 Table-2 iii.(Insoluble residue)	-	600	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	600	-
6 - Table - 1 viii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	800	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	800	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	400	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	600	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	600	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	2000	-
6.1 Table-2 viii(Alkali content)	-	800	-
6.1 Table-2 vii(Chloride content)	-	800	-
6.1 Table-2 vi(Loss on ignition)	-	400	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	600	-
6.1 Table-2 iv(Magnesia)	-	600	-
6.1 Table-2 iii.(Insoluble residue)	-	600	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	600	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	600	-
6.1 Table-2 iii.(Insoluble residue)	-	600	-
6.1 Table-2 iv(Magnesia)	-	600	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	600	-
6.1 Table-2 vi(Loss on ignition)	-	400	-
6.1 Table-2 vii(Chloride content)	-	800	-
5.1.1 Table 1 Sl. No. iv(Calcium Carbonate)	-	400	-
15.4(Requirments for systems implementing section 4)	-	0	N/A
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	800	-
7 Table-3 ii b(Expansion by Autoclave)	-	800	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	600	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 ii b(Expansion after aeration)	-	800	-
7 Table-3 ii b(Expansion by Autoclave)	-	800	-
7 Table-3 ii a(Expansion after aeration)	-	800	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 i.(Fineness)	-	600	-
7 Table-3 i.(Fineness)	-	600	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	800	-
7 Table-3 ii b(Expansion by Autoclave)	-	800	-
7 Table-3 ii b(Expansion after aeration)	-	800	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	750	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	600	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 Table-3 ii a(Expansion after aeration)	-	800	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	N/A
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	N/A
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	N/A
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	N/A
7.1.8(Pump efficiency shall be as per 11.4)	-	0	N/A
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	N/A
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	N/A
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	N/A
Clause 7 Table 3, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	N/A
Clause 7 Table 3, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	0	N/A
Clause 7 Table 3, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	0	N/A
11(Marking)	-	0	N/A
5(Manufacture)	-	0	N/A
9(Manufacture certificate)	-	0	N/A
13(Requirment for an originating system )	-	0	N/A
14(Requirment for an Reciving system )	-	0	N/A
15.2.1(Records characteristics)	-	0	N/A
15.2.3(Fixed length record )	-	0	N/A
15.2.4(Variable length record)	-	0	N/A
15.2.5(segmented records)	-	0	N/A
15.3(Attributes of record structured files)	-	0	N/A
10(Packing)	-	0	N/A
15.2.2(Measured data unit)	-	0	N/A

04 Jun, 2028

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IS 1786 (2008)

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

High Strength Deformed Steel Bars and Wires

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT )	-	300	-
4.1(Sulphur and phosphorous)	-	500	-
4.1(CE)	-	300	-
4.1( Nitrogen%)	-	300	-
4.1(Ni)	-	300	-
4.1(Mo)	-	300	-
4.1(Cr)	-	300	-
4.1( Ti)	-	300	-
4.1(V)	-	300	-
4.1( Nb)	-	300	-
4.1( Aluminium %)	-	300	-
4.1( Copper %)	-	300	-
4.1(Silicon %)	-	300	-
4.1(Sulphur %)	-	300	-
4.1(Phosphorus %)	-	300	-
4.1(Manganese %)	-	300	-
4.1(Carbon %)	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	800	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	800	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN)	-	800	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	800	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	800	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	800	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	500	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	300	-
4.2(Niobium (Nb))	-	300	-
4.2(Boron (B))	-	300	-
Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti)	-	0	-
Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P)	-	1500	-
Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm. (N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)")	-	1500	-
1()	-	0	-
Cl 9.4(Load In Other Direction From Bend)	-	400	-
Cl 9.3(Load In One Direction)	-	400	-
Cl 7.2(Weight)	-	250	-
Cl 6.1(Length, Width & Thickness)	-	400	-
Cl 5(Deformations and Surface Characteristics)	-	0	-
Cl 9.4(Load In Other Direction From Bend)	-	400	-
Cl 9.3(Load In One Direction)	-	400	-
Cl 7.2(Weight)	-	250	-
Cl 6.1(Length, Width & Thickness)	-	400	-
Cl 5(Deformations and Surface Characteristics)	-	0	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	400	-
Cl. 9.3, Table 4(Bend Test )	-	400	-
Cl. 8.1 Table 3(Elongation, percentage)	-	800	-
Cl. 8.1 Table 3(TS/YS ratio)	-	400	-
Cl. 8.1 Table 3(Tensile Strength (TS))	-	1100	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	500	-
Cl. 7.2 Table -2 (Nominal Mass)	-	250	-
Cl. 6.1(Nominal Size)	-	250	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	800	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	800	-
8.18.1 Table 3(Total elongation at maximum force)	-	500	-
Cl 5(Deformations and Surface Characteristics)	-	0	-
5.7(PullOut (Bond Test))	-	0	-
Cl. 8.1 Table 3(TS/YS Ratio)	-	400	-
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	400	-
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	400	-
Cl. 8.1 Table 3(Maximum Extension)	-	500	-
Cl. 8.1 Table 3(Total Elongation at Maximum Force)	-	500	-
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	250	-
Cl. 4.3(Visual Inspection.)	-	250	-
Cl. 5.2(Surface Characteristics)	-	250	-
Clause 9.4(Rebend Test)	-	400	-
Clause 6.3(Effective Cross-sectional Area)	-	250	-
Clause 8.1(Table 3)(Total Elongation at Maximum Force)	-	500	-
Cl 9.4(Load In Other Direction From Bend)	-	400	-
Cl 9.3(Load In One Direction)	-	400	-
Cl 7.2(Weight)	-	250	-
Cl 6.1(Length, Width & Thickness)	-	400	-
Cl 5(Deformations and Surface Characteristics)	-	0	-
Cl 5(Deformations and Surface Characteristics)	-	0	-
Cl 6.1(Length, Width & Thickness)	-	400	-
Cl 7.2(Weight)	-	250	-
Cl 8.1(UTM)	-	2000	-
Cl 9.3(Load In One Direction)	-	400	-
Cl 9.4(Load In Other Direction From Bend)	-	400	-
13(Identification and marking)	-	300	-
5.7(Pull-out test - IS:2770(P1))	-	0	-
7.0 & 7.1(Specified lengths - SOP MT-23)	-	500	-
8.0 & 8.1("Total elongation at maximum force on 5.65 vSo mm GL. ")	-	500	-
4.3(Rolling and cold working of bars/wire)	-	0	-
7.1(Specified length)	-	500	-
9.1(Preparation of test sample)	-	200	-
9.2(Tensile test,IS:1608(Pt1)-2018)	-	1100	-
9.5(Retest)	-	0	-
12(Inspection)	-	300	-
Cl 8.1(UTM)	-	2000	-
Cl 8.1(UTM)	-	2000	-
Cl 8.1(UTM)	-	2000	-
Cl 8.1(UTM)	-	2000	-
Cl 9.3(Load In One Direction)	-	400	-
Cl 7.2(Weight)	-	250	-
Cl 6.1(Length, Width & Thickness)	-	400	-
Cl 9.4(Load In Other Direction From Bend)	-	400	-
Cl 5(Deformations and Surface Characteristics)	-	0	-

04 Jun, 2028

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Bureau of Indian Standards

The National Standards Body of India

MICRO ENGINEERING AND TESTING LABORATORY OPC PRIVATE LIMITED

Plot No.43, HSIIDC, Indl. Estate, Rai, Sonipat, Sonipat, Haryana, 131029

9871143785 METLSON@YAHOO.COM

Scope List