BIS - LIMS (Laboratory Information Management System)

Mananda Test House

Dhanauni Road (Near Lord Mahavir Jain Public School), Derabassi, Mohali, Punjab, Derabassi, S.A.S Nagar, Punjab, 140507

9988336323 mth17@rediffmail.com

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6 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 15658 (2006)

Precast concrete blocks for paving - Specification

19950 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.2(Physical requirement)	-	100	Complete testing charges for dimensions test are Rs. 4000/-
6.1.3(Physical requirement)	-	100	Complete testing charges for dimensions test are Rs. 4000/-
6.1.4(Physical requirement)	-	100	Complete testing charges for dimensions test are Rs. 4000/-
6.2.1 & 7.1(VISUAL INSPECTION)	-	100	Complete testing charges for dimensions test are Rs. 4000/-
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
Table 1(MINIMUM PAVER BLOCK THICKNESS)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	500	Complete testing charges for dimensions test are Rs. 4000/-
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-	400	Complete testing charges for dimensions test are Rs. 4000/-
B-5(AVERAGE SQUARENESS (for eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	400	Complete testing charges for dimensions test are Rs. 4000/-
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	750	-
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) )	-	1600	Complete testing charges for compressive strength test are Rs. 1600/-
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen))	-	200	Complete testing charges for compressive strength test are Rs. 1600/-
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	3200	Complete testing charges for abrasion test (both dry & wet) are Rs. 6400/-
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	3200	Complete testing charges for abrasion test (both dry & wet) are Rs. 6400/-
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	300	Complete testing charges for tensile splitting strength test are Rs. 2400/-
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	2400	Complete testing charges for tensile splitting strength test are Rs. 2400/-
Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen ))	-	300	Complete testing charges for tensile splitting strength test are Rs. 2400/-
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	600	Complete testing charges for flexural strength test are Rs. 4800/-
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	4800	Complete testing charges for flexural strength test are Rs. 4800/-
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen ))	-	600	Complete testing charges for flexural strength test are Rs. 4800/-
Annex-G-7(AVERAGE BREAKING LOAD)	-	4800	Complete testing charges for flexural strength test are Rs. 4800/-

Complete

02 Oct, 2025

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

15950 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)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	30000	30000 for Freeze Thaw Durability Test
Clause 7.3, Annex G(Average Breaking Load)	-	4800	4800 for Flexural Strength/Breaking Load Test.
Clause 7.3, Annex G(Individual Breaking Load)	-	4800	4800 for Flexural Strength/Breaking Load Test.
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	2400	2400 for Tensile Splitting Strength/Failure load per unit length test.
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	2400	2400 for Tensile Splitting Strength/Failure load per unit length test.
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4800	4800 for Flexural Strength/Breaking Load Test.
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	4800	4800 for Flexural Strength/Breaking Load Test.
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	2400	2400 for Tensile Splitting Strength/Failure load per unit length test.
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	2400	2400 for Tensile Splitting Strength/Failure load per unit length test.
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	1200	1200 for Wet abrasion test.
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	1200	1200 for Wet abrasion test.
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	1200	1200 for Dry abrasion test.
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	1200	1200 for Wet abrasion test.
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	1600	1600 for Compressive Strength Test.
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	1600	1600 for Compressive Strength Test.
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	750	750 for Water Absorption Test.
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	750	750 for Water Absorption Test.
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	400	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	500	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	500	4000 for complete dimensions test.
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	400	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	400	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	500	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	500	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	500	4000 for complete dimensions test.
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	4000 for complete dimensions test.
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	100	-
Clause 7.1.3 (Colour and Texture)	-	100	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	100	-
Clause 7.1.1 (General Quality)	-	100	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	500	4000 for complete dimensions test.
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	500	4000 for complete dimensions test.
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	500	4000 for complete dimensions test.
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	500	4000 for complete dimensions test.

Complete

02 Oct, 2025

Amendment No.1 Included w.e.f. 06.02.2023

IS 456 (2000)

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

850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.4 (a)(Acidity)	-	100	-
Cl 5.4 (b)(Alkalinity)	-	100	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	100	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	100	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	100	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	150	-
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	100	-
5.4.2-IS: 3025(P-11)(Ph)	-	100	-

Complete

02 Oct, 2025

IS 383 (2016)

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

7470 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	900	NA
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	900	NA
5.4.2(a)( Aggregates Impact Value)	-	350	NA
5.4.2(b)( Aggregates Impact Value)	-	350	NA
5.4.3(a)( Aggregate Abrasion Value)	-	700	NA
5.4.3(b)( Aggregate Abrasion Value)	-	700	NA
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	350	NA
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	100	NA
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	100	NA
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	100	NA
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	100	NA
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	100	NA
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	100	NA
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	100	NA
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	100	NA
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	100	NA
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	350	NA
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	350	NA
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	100	NA
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	100	NA
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	100	NA
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	100	NA
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	100	NA
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	100	NA
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	100	NA
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)	-	100	NA
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)	-	100	NA
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	350	NA
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	100	NA
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	100	NA
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	100	NA
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	100	NA
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	100	NA
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	100	NA
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	100	NA
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	100	NA
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	100	NA
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	350	NA
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	100	NA
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	100	NA
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	100	NA
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	100	NA
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	100	NA
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	100	NA
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	100	NA
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	350	NA
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	100	NA
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	100	NA
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	100	NA
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	100	NA
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	100	NA
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	100	NA
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	400	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	400	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	400	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	400	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1500	-
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)(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))	-	500	-
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	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	400	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	400	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	400	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	400	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1500	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	800	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	-

Complete

02 Oct, 2025

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

3300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	500	NA
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	NA
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	NA
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	200	NA
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	200	NA
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	150	NA
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	NA
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	500	NA
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	NA
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	300	NA
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	300	NA
7 -Table 2- i(Fineness 4031 Part 2)	-	300	NA
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	NA
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	200	NA
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	200	NA
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	200	NA
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	200	NA
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	200	NA

Complete

02 Oct, 2025

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

3600 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1000	NA
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	NA
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	200	NA
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	200	NA
7 Table-3 iii b(Setting Time Final)	-	150	NA
7 Table-3 iii a(Setting Time Initial)	-	150	NA
7 Table-3 ii b(Expansion after aeration)	-	500	NA
7 Table-3 ii b(Expansion by Autoclave)	-	500	NA
7 Table-3 ii a(Expansion after aeration)	-	300	NA
7 Table-3 ii a(Expansion by Le Chatelier)	-	300	NA
7 Table-3 i.(Fineness)	-	300	NA
6.1 Table-2 viii(Alkali content)	-	1000	NA
6.1 Table-2 vii(Chloride content)	-	200	NA
6.1 Table-2 vi(Loss on ignition)	-	200	NA
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	200	NA
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	200	NA
6.1 Table-2 iii.(Insoluble residue)	-	200	NA
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	400	NA
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	400	NA

Complete

02 Oct, 2025

Bureau of Indian Standards

The National Standards Body of India

Mananda Test House

Dhanauni Road (Near Lord Mahavir Jain Public School), Derabassi, Mohali, Punjab, Derabassi, S.A.S Nagar, Punjab, 140507

9988336323 mth17@rediffmail.com

Scope List