BIS - LIMS (Laboratory Information Management System)

ACE TEST HOUSE

khasra No 1048 Near Pepsi Godown, vill- Bhalswa, New Delhi, North West, Delhi, 110033

7042858881 acetesthouse@gmail.com

Scope List

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12 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 2185 : Part 1 (2005)

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

17550 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	500	10% Discount to BIS Samples
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	10% Discount to BIS Samples
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	10% Discount to BIS Samples
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	10% Discount to BIS Samples
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	10% Discount to BIS Samples
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	10% Discount to BIS Samples
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	10% Discount to BIS Samples
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	3000	10% Discount to BIS Samples
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2000	10% Discount to BIS Samples
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	5000	10% Discount to BIS Samples
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	2500	10% Discount to BIS Samples
15(Marking)	-	500	10% Discount to BIS Samples

Complete

IS 15622 (2017)

Pressed Ceramic Tiles - Specification (First Revision)

37500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5& 5.1, Table 1(Coordinating size- IS 13630(pt-1))	-	0	--
5& 5.1, Table 1(Work size- IS 13630(pt-1))	-	0	--
5& 5.1, Table 1(Thickness- IS 13630(pt-1))	-	200	10% Discount For BIS Samples
5& 5.1, Table 2(Nominal size -IS 13630(pt-1))	-	0	--
5& 5.1, Table 2(Work size-IS 13630(pt-1))	-	0	--
5& 5.1, Table 2(Thickness- IS 13630(pt-1))	-	200	10% Discount For BIS Samples
5& 5.1, Table 3(Coordinating size- IS 13630(pt-1))	-	0	--
5& 5.1, Table 3(Work size-IS 13630(pt-1))	-	0	--
5& 5.1, Table 3(Thickness- IS 13630(pt-1))	-	200	10% Discount For BIS Samples
5& 5.1, Table 4(Nominal size-IS 13630(pt-1))	-	0	--
5& 5.1, Table 4(Work size-IS 13630(pt-1))	-	0	---
5& 5.1, Table 4(Thickness- IS 13630(pt-1))	-	200	10% Discount For BIS Samples
6 table 5, i a (Length-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 5,i a (width-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 5, i b (Thickness- IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	2000	10% Discount For BIS Samples
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	200	10% Discount For BIS Samples
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	1000	10% Discount For BIS Samples
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	2500	10% Discount For BIS Samples
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	1000	10% Discount For BIS Samples
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	3000	10% Discount For BIS Samples
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	1500	10% Discount For BIS Samples
6 table 5, ii f(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	2000	10% Discount For BIS Samples
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	2000	10% Discount For BIS Samples
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	1000	10% Discount For BIS Samples
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	3000	10% Discount For BIS Samples
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	2500	10% Discount For BIS Samples
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	1500	10% Discount For BIS Samples
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	2000	10% Discount For BIS Samples
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	2000	10% Discount For BIS Samples
6 table 6, i a (Length-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 6, i a (width-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 6, i b (Thickness-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	2000	10% Discount For BIS Samples
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	200	10% Discount For BIS Samples
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	10% Discount For BIS Samples
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	2500	10% Discount For BIS Samples
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	1000	10% Discount For BIS Samples
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	3000	10% Discount For BIS Samples
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	1500	10% Discount For BIS Samples
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	2500	10% Discount For BIS Samples
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	2000	10% Discount For BIS Samples
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	2000	10% Discount For BIS Samples
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	3000	10% Discount For BIS Samples
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	1000	10% Discount For BIS Samples
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	5000	10% Discount For BIS Samples
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	10% Discount For BIS Samples
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	1500	10% Discount For BIS Samples
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	10% Discount For BIS Samples
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	10% Discount For BIS Samples
6 table 7, i a (Length-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 7, i a (width-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 7, i b (Thickness-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	2000	10% Discount For BIS Samples
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	200	10% Discount For BIS Samples
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	10% Discount For BIS Samples
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	10% Discount For BIS Samples
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	1000	10% Discount For BIS Samples
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	3000	10% Discount For BIS Samples
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	1500	10% Discount For BIS Samples
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	2500	10% Discount For BIS Samples
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	2000	10% Discount For BIS Samples
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	2000	10% Discount For BIS Samples
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	3000	10% Discount For BIS Samples
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	1000	10% Discount For BIS Samples
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	5000	10% Discount For BIS Samples
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	10% Discount For BIS Samples
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	1500	10% Discount For BIS Samples
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	10% Discount For BIS Samples
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	10% Discount For BIS Samples
6 table 8, i a (Length-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 8, i a (width-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 8, i b (Thickness-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	2000	10% Discount For BIS Samples
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	200	10% Discount For BIS Samples
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	10% Discount For BIS Samples
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	10% Discount For BIS Samples
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	1000	10% Discount For BIS Samples
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	3000	10% Discount For BIS Samples
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	1500	10% Discount For BIS Samples
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	2500	10% Discount For BIS Samples
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	2000	10% Discount For BIS Samples
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	2000	10% Discount For BIS Samples
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	3000	10% Discount For BIS Samples
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	1000	10% Discount For BIS Samples
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	5000	10% Discount For BIS Samples
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	10% Discount For BIS Samples
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	1500	10% Discount For BIS Samples
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	1500	10% Discount For BIS Samples
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	10% Discount For BIS Samples
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	10% Discount For BIS Samples
6 table 9, i a (Length-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 9, i a (width-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 9, i b (Thickness-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	1000	10% Discount For BIS Samples
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	2000	10% Discount For BIS Samples
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	200	10% Discount For BIS Samples
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	2000	10% Discount For BIS Samples
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	2000	10% Discount For BIS Samples
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	3000	10% Discount For BIS Samples
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	1000	10% Discount For BIS Samples
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	5000	10% Discount For BIS Samples
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	10% Discount For BIS Samples
6 table 9, ii q(Bulk Density-)	-	1500	10% Discount For BIS Samples
6 table 9, iii a(Resistance to staining )	-	1500	10% Discount For BIS Samples
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	10% Discount For BIS Samples
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	10% Discount For BIS Samples
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	0	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	0	--
CLAUSE NO. 5.2(Shapes and Sizes)	-	0	---
5.3(Spacer Lug)	-	0	--
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	10% Discount For BIS Samples
6 table 9, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	10% Discount For BIS Samples
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	1000	10% Discount For BIS Samples
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	3000	10% Discount For BIS Samples
6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	1500	10% Discount For BIS Samples
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	2500	10% Discount For BIS Samples
5& 5.1, Table 1(Coordinating size- IS 13630(pt-1))	-	-	-
5& 5.1, Table 1(Work size- IS 13630(pt-1))	-	-	-
5& 5.1, Table 1(Thickness- IS 13630(pt-1))	-	-	-
5& 5.1, Table 2(Nominal size -IS 13630(pt-1))	-	-	-
5& 5.1, Table 2(Work size-IS 13630(pt-1))	-	-	-
5& 5.1, Table 2(Thickness- IS 13630(pt-1))	-	-	-
5& 5.1, Table 3(Coordinating size- IS 13630(pt-1))	-	-	-
5& 5.1, Table 3(Work size-IS 13630(pt-1))	-	-	-
5& 5.1, Table 3(Thickness- IS 13630(pt-1))	-	-	-
5& 5.1, Table 4(Nominal size-IS 13630(pt-1))	-	-	-
5& 5.1, Table 4(Work size-IS 13630(pt-1))	-	-	-
5& 5.1, Table 4(Thickness- IS 13630(pt-1))	-	-	-
6 table 5, i a (Length-IS 13630(pt-1))	-	-	-
6 table 5,i a (width-IS 13630(pt-1))	-	-	-
6 table 5, i b (Thickness- IS 13630(pt-1))	-	-	-
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	-	-
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	-	-
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	-	-
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	-	-
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	-	-
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	-	-
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	-	-
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	-	-
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	-	-
6 table 5, ii f(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	-	-
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	-	-
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	-	-
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	-	-
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	-	-
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	-	-
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	-	-
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	-	-
6 table 6, i a (Length-IS 13630(pt-1))	-	-	-
6 table 6, i a (width-IS 13630(pt-1))	-	-	-
6 table 6, i b (Thickness-IS 13630(pt-1))	-	-	-
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	-	-
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	-	-
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	-	-
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	-	-
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	-	-
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	-	-
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	-	-
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	-	-
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	-	-
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	-	-
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	-	-
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	-	-
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	-	-
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	-	-
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	-	-
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	-	-
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	-	-
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	-	-
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	-	-
6 table 7, i a (Length-IS 13630(pt-1))	-	-	-
6 table 7, i a (width-IS 13630(pt-1))	-	-	-
6 table 7, i b (Thickness-IS 13630(pt-1))	-	-	-
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	-	-
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	-	-
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	-	-
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	-	-
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	-	-
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	-	-
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	-	-
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	-	-
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	-	-
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	-	-
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	-	-
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	-	-
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	-	-
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	-	-
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	-	-
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	-	-
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	-	-
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	-	-
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	-	-
6 table 8, i a (Length-IS 13630(pt-1))	-	-	-
6 table 8, i a (width-IS 13630(pt-1))	-	-	-
6 table 8, i b (Thickness-IS 13630(pt-1))	-	-	-
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	-	-
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	-	-
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	-	-
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	-	-
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	-	-
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	-	-
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	-	-
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	-	-
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	-	-
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	-	-
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	-	-
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	-	-
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	-	-
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	-	-
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	-	-
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	-	-
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	-	-
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	-	-
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	-	-
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	-	-
6 table 9, i a (Length-IS 13630(pt-1))	-	-	-
6 table 9, i a (width-IS 13630(pt-1))	-	-	-
6 table 9, i b (Thickness-IS 13630(pt-1))	-	-	-
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	-	-
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	-	-
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	-	-
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	-	-
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	-	-
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	-	-
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	-	-
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	-	-
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	-	-
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	-	-
6 table 9, ii q(Bulk Density-)	-	-	-
6 table 9, iii a(Resistance to staining )	-	-	-
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	-	-
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	-	-
CLAUSE NO. 5.2(Shapes and Sizes)	-	-	-
5.3(Spacer Lug)	-	-	-
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	-	-
6 table 9, ii b(Module of rupture-IS 13630(pt-6) )	-	-	-
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	-	-
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	-	-
6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	-	-
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	-	-

Complete

IS 2202 : Part 1 (2023)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision

24400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	100	1.5% Discount to BIS Samples
9.2(Workmanship & Finish)	-	100	1.5% Discount to BIS Samples
9.3(Workmanship & Finish)	-	100	1.5% Discount to BIS Samples
11.1(Dimensions - Height)	-	100	1.5% Discount to BIS Samples
11.1(Dimensions - Width)	-	100	1.5% Discount to BIS Samples
11.1(Dimensions - Thickness)	-	100	1.5% Discount to BIS Samples
11.1(Dimensions - Variation in thickness)	-	100	1.5% Discount to BIS Samples
11.1(Dimensions - Squareness)	-	100	1.5% Discount to BIS Samples
11.12(End immersion test)	-	1000	1.5% Discount to BIS Samples
11.13(Knife Test)	-	500	1.5% Discount to BIS Samples
11.14(Glue Adhesion Test)	-	1000	1.5% Discount to BIS Samples
4(GRADE)	-	100	1.5% Discount to BIS Samples
4(TYPE)	-	100	1.5% Discount to BIS Samples
5(SIZES)	-	100	1.5% Discount to BIS Samples
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	500	1.5% Discount to BIS Samples
11.2(General Flatness Test)	-	500	1.5% Discount to BIS Samples
11.2(General Flatness Test)	-	500	1.5% Discount to BIS Samples
11.3(Local Planeness Test)	-	500	1.5% Discount to BIS Samples
11.4(Impact Indentation Test)	-	500	1.5% Discount to BIS Samples
11.4(Impact Indentation Test)	-	500	1.5% Discount to BIS Samples
11.5(Flexure Test)	-	500	1.5% Discount to BIS Samples
11.5(Flexure Test)	-	500	1.5% Discount to BIS Samples
11.6(Edge Loading Test)	-	500	1.5% Discount to BIS Samples
11.6(Edge Loading Test)	-	500	1.5% Discount to BIS Samples
11.6(Edge Loading Test)	-	500	1.5% Discount to BIS Samples
11.6(Edge Loading Test)	-	500	1.5% Discount to BIS Samples
11.7.1(Shock Resistance Test)	-	500	1.5% Discount to BIS Samples
11.7.2(Shock Resistance Test)	-	500	1.5% Discount to BIS Samples
11.8(Buckling Test)	-	500	1.5% Discount to BIS Samples
11.8(Buckling Test)	-	500	1.5% Discount to BIS Samples
11.8(Buckling Test)	-	500	1.5% Discount to BIS Samples
11.9.2(Slamming Test)	-	500	1.5% Discount to BIS Samples
11.9.3(Slamming Test)	-	500	1.5% Discount to BIS Samples
11.10(Misuse Test)	-	500	1.5% Discount to BIS Samples
11.11(Varying Humidity Test)	-	2500	1.5% Discount to BIS Samples
11.11(Varying Humidity Test)	-	2500	1.5% Discount to BIS Samples
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	500	1.5% Discount to BIS Samples
11.15(Screw Withdrawal Resistance Test)	-	1000	1.5% Discount to BIS Samples
Clause 4.2(grades specified)	-	100	1.5% Discount to BIS Samples
Clause 5(SIZES)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	100	1.5% Discount to BIS Samples
Clause 11.1(Dimensions and Squareness Test)	-	0	-
Clause 11.2(General Flatness Test)	-	0	-
Clause 11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	100	1.5% Discount to BIS Samples
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	100	1.5% Discount to BIS Samples
7.3.2(CONSTRUCTION-Stiles and Rails)	-	100	1.5% Discount to BIS Samples
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	100	1.5% Discount to BIS Samples
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	100	1.5% Discount to BIS Samples
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	100	1.5% Discount to BIS Samples
7.3.3(CONSTRUCTION-Stiles and Rails)	-	100	1.5% Discount to BIS Samples
Clause 6.1.1(species of timber)	-	100	1.5% Discount to BIS Samples
Clause 6.1.2(list of species)	-	100	1.5% Discount to BIS Samples
Clause 6.1.3(moisture content)	-	500	1.5% Discount to BIS Samples
Clause 6.2.1(Plywood)	-	100	1.5% Discount to BIS Samples
Clause 6.2.2(Decorative plywood)	-	100	1.5% Discount to BIS Samples
Clause 6.3(Cross-Bands)	-	100	1.5% Discount to BIS Samples
Clause 6.4.1(Commercial Face Veneers)	-	100	1.5% Discount to BIS Samples
Clause 6.4.2(Decorative Face Veneers)	-	100	1.5% Discount to BIS Samples
Clause 6.6.1(Adhesives)	-	100	1.5% Discount to BIS Samples
Clause 6.7(Particle Board)	-	100	1.5% Discount to BIS Samples
Clause 6.8(Medium density fibre board)	-	100	1.5% Discount to BIS Samples
Clause 6.9(Alternative Materials)	-	100	1.5% Discount to BIS Samples
Clause 7.1(Blockboard Core)	-	100	1.5% Discount to BIS Samples
Clause 7.2(Particle Board or Medium Density Fibre)	-	100	1.5% Discount to BIS Samples
Clause 7.3(Stiles and Rails)	-	100	1.5% Discount to BIS Samples
Clause 7.4(Levelling)	-	100	1.5% Discount to BIS Samples
Clause 7.5(Face Panel)	-	100	1.5% Discount to BIS Samples
Clause 7.6(Lipping)	-	100	1.5% Discount to BIS Samples
Clause 7.7(Rebating)	-	100	1.5% Discount to BIS Samples
Clause 7.8(Opening for Glazing)	-	100	1.5% Discount to BIS Samples
Clause 7.9(Venetian)	-	100	1.5% Discount to BIS Samples
Clause 8.1(Locks)	-	100	1.5% Discount to BIS Samples
Clause 10.1(Classification of Tests)	-	100	1.5% Discount to BIS Samples
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	100	1.5% Discount to BIS Samples
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	100	1.5% Discount to BIS Samples
6.1(Timber)	-	100	1.5% Discount to BIS Samples
6.2(Plywood for flush door shutter)	-	100	1.5% Discount to BIS Samples
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
4(Grade, Type and Construction)	-	100	1.5% Discount to BIS Samples
5(Sizes and Thickness)	-	100	1.5% Discount to BIS Samples
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.8(Buckling Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	100	1.5% Discount to BIS Samples
Clause 11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
Clause 11.5(Flexure Test)	-	0	-
Clause 11.6(Edge Loading Test)	-	0	-
Clause 11.7(Shock Resistance Test)	-	0	-
Clause 11.8(Buckling Resistance Test)	-	0	-
Clause 11.9(Slamming Test)	-	0	-
Clause 11.10(Misuse Test)	-	0	-
Clause 11.11(Varying Humidity Test)	-	0	-
Clause 11.12(End Immersion Test)	-	0	-
Clause 11.13(Knife Test)	-	0	-
Clause 11.14(Glue Adhesion Test)	-	0	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 14(Marking)	-	0	-

Complete

IS 12592 (2002)

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

12900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2 and Table 1(Dimensions of Frame - A)	-	200	1.5% discount for BIS Samples
5.2 and Table 1(Dimensions of Frame - B)	-	200	1.5% discount for BIS Samples
5.2 and Table 1(Dimensions of Frame - C)	-	200	1.5% discount for BIS Samples
5.2 and Table 1(Dimensions of Frame - D)	-	200	1.5% discount for BIS Samples
5.2 and Table 1(Dimensions of Frame - E)	-	200	1.5% discount for BIS Samples
5.2 and Table 1(Dimensions of Frame - F)	-	200	1.5% discount for BIS Samples
5.2(Dimensions of cover- Diameter)	-	200	1.5% discount for BIS Samples
7.4.1(Edge Protection and Finishing - Frame)	-	200	1.5% discount for BIS Samples
7.4.2(Edge Protection and Finishing - Cover)	-	200	1.5% discount for BIS Samples
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	1500	1.5% discount for BIS Samples
Clause No. 9.3 Annex C(Permanent set of cover)	-	1500	1.5% discount for BIS Samples
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	1500	1.5% discount for BIS Samples
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	200	1.5% discount for BIS Samples
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	200	1.5% discount for BIS Samples
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	200	1.5% discount for BIS Samples
3(Grade)	-	200	1.5% discount for BIS Samples
3(Type/Shape of Cover)	-	200	1.5% discount for BIS Samples
4.4(Reinforcement)	-	200	1.5% discount for BIS Samples
4.4(Reinforcement)	-	0	--
4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres)	-	200	1.5% discount for BIS Samples
4.5(Steel Fibres - The aspect ratio of the tibres)	-	200	1.5% discount for BIS Samples
5.2(Clearance at top between the frame and the cover all round the periphery)	-	200	1.5% discount for BIS Samples
5.2(Top surface ofthe frame and cover is in level)	-	200	1.5% discount for BIS Samples
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover)	-	200	1.5% discount for BIS Samples
5.2 and Fig 1(Clear cover to reinforcement)	-	200	1.5% discount for BIS Samples
5.2 and Fig 1(Distance of housing from the edge)	-	200	1.5% discount for BIS Samples
7.4.1(Edge Protection and Finishing - Frame)	-	0	--
7.4.1(Edge Protection and Finishing - Frame)	-	0	--
7.4.1(Edge Protection and Finishing - Frame)	-	0	--
7.4.2(Edge Protection and Finishing - Cover)	-	0	--
7.4.2(Edge Protection and Finishing - Cover)	-	0	--
7.4.2(Edge Protection and Finishing - Cover)	-	0	--
8(LIFTING HOOKS)	-	200	1.5% discount for BIS Samples
8(LIFTING HOOKS)	-	0	--
9.1(General)	-	200	1.5% discount for BIS Samples
9.3 and Table and Annex C(Load Test)	-	2000	1.5% discount for BIS Samples
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	200	1.5% discount for BIS Samples
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	200	1.5% discount for BIS Samples
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	200	1.5% discount for BIS Samples
Clause No. 8(Lifting Device)	-	200	1.5% discount for BIS Samples
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	200	1.5% discount for BIS Samples
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	200	1.5% discount for BIS Samples
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	200	1.5% discount for BIS Samples
Clause No. 6(Design)	-	200	1.5% discount for BIS Samples

Complete

IS 456 (2000)

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

8800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	200	--
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	200	--
5.4.2-IS: 3025(P-11)(Ph)	-	200	--
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	200	--
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	200	--
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	200	--
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	200	--
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	200	--
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	200	---
Cl 5.4 Table 1 (v)(Suspended Matter)	-	0	--
Cl 5.4 Table 1 (iv)(Chloride)	-	0	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	--
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	0	--
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	--
Cl 5.4 .2(pH)	-	200	--
Cl 5.4 (b)(Alkalinity)	-	200	-
Cl 5.4 (a)(Acidity)	-	200	-
16.1(Average Compressive Strength)	-	1000	--
16.1(Compressive Strength of Individual Samples )	-	1000	--
16.1(Compressive Strength of Individual Samples )	-	1000	--
16.1(Compressive Strength of Individual Samples )	-	1000	--
Clause 5.4(Description)	-	200	-
5.1(Cement)	-	1000	-
5.3(Aggregates)	-	1000	--
5.7(Storage of Materials)	-	200	-
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	-	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	-	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	-	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	-	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	-	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	-	-
5.4.2-IS: 3025(P-11)(Ph)	-	-	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	-	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	-	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	-	-
Cl 5.4 Table 1 (iv)(Chloride)	-	-	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	-	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	-	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	-	-
Cl 5.4 .2(pH)	-	-	-
Cl 5.4 (b)(Alkalinity)	-	-	-
Cl 5.4 (a)(Acidity)	-	-	-
16.1(Average Compressive Strength)	-	-	-
16.1(Compressive Strength of Individual Samples )	-	-	-
16.1(Compressive Strength of Individual Samples )	-	-	-
16.1(Compressive Strength of Individual Samples )	-	-	-
Clause 5.4(Description)	-	-	-
5.1(Cement)	-	-	-
5.3(Aggregates)	-	-	-
5.7(Storage of Materials)	-	-	-

Complete

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

9100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1000	10% Discount for BIS samples
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	500	10% Discount for BIS samples
Clauses 5.1 & 7.1 Table No. 2, SI No. (iii) (Soundness by autoclave test - Expansion of specimen)	-	1500	10% Discount for BIS samples
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ))	-	500	10% Discount for BIS samples
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ))	-	500	10% Discount for BIS samples
5.1, 6.1, Table 1(Magnesium oxide (MgO)	-	500	10% Discount for BIS samples
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3)	-	500	10% Discount for BIS samples
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O))	-	1000	10% Discount for BIS samples
6.2(moisture content)	-	500	10% Discount for BIS samples
5.1, 6.1, Table 1(Loss on ignition)	-	500	10% Discount for BIS samples
5.1, 6.1, Table 1(Total chlorides)	-	500	10% Discount for BIS samples
7.1, Table 1(Soundnes)	-	0	-
8.3(Independent Testing)	-	200	10% Discount for BIS samples
11.1(Supplies of pulverized fuel)	-	200	10% Discount for BIS samples
11.2(Tolerance Requirements for the Quantity of Pulverized Fuel Ash Packed in Bags)	-	200	10% Discount for BIS samples
Clauses 5.1 & 7.1 Table No. 2, SI No. (ii) (Particles retained on 45 micron IS Sieve (we sieving))	-	0	--
Clauses 5.1 & 7.1 Table No. 2, SI No. (i) (Fineness- Specific surface by blaine's method)	-	0	-
Clase No.7.1, Table No.2, Sl.No.i(Fineness-Specific surface by Blaine's permeability method)	-	0	-
Clase No.7.1, Table No.2, Sl.No.ii(Particle retained on 45 micron IS sieve (wet sieving))	-	0	-
Clase No.7.1, Table No.2, Sl.No.iii(Soundness by autoclave tests)	-	0	-
11.2(Tolerance Requirements for the Quantity of Pulverized Fuel Ash Packed in Bags)	-	0	-
Clauses 5.1 & 7.1 Table No. 2, SI No. (iii) (Soundness by autoclave test - Expansion of specimen)	-	0	-
Clauses 5.1 & 7.1 Table No. 2, SI No. (ii) (Particles retained on 45 micron IS Sieve (we sieving))	-	0	-
Clauses 5.1 & 7.1 Table No. 2, SI No. (i) (Fineness- Specific surface by blaine's method)	-	0	-
Clase No.7.1, Table No.2, Sl.No.i(Fineness-Specific surface by Blaine's permeability method)	-	0	-
Clase No.7.1, Table No.2, Sl.No.ii(Particle retained on 45 micron IS sieve (wet sieving))	-	0	-
Clase No.7.1, Table No.2, Sl.No.iii(Soundness by autoclave tests)	-	0	-
7.2(Uniformity Requirements)	-	1000	10% Discount for BIS samples
11.2(Tolerance Requirements for the Quantity of Pulverized Fuel Ash Packed in Bags)	-	0	-
Clauses 5.1 & 7.1 Table No. 2, SI No. (iii) (Soundness by autoclave test - Expansion of specimen)	-	0	-
Clauses 5.1 & 7.1 Table No. 2, SI No. (ii) (Particles retained on 45 micron IS Sieve (we sieving))	-	0	-
Clauses 5.1 & 7.1 Table No. 2, SI No. (i) (Fineness- Specific surface by blaine's method)	-	0	--
Clase No.7.1, Table No.2, Sl.No.i(Fineness-Specific surface by Blaine's permeability method)	-	0	--
Clase No.7.1, Table No.2, Sl.No.ii(Particle retained on 45 micron IS sieve (wet sieving))	-	0	-
Clase No.7.1, Table No.2, Sl.No.iii(Soundness by autoclave tests)	-	0	-
6.2(moisture content)	-	0	-

Complete

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

12600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1000	10% discount for BIS samples
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	500	10% discount for BIS samples
5.1, 7.1, table-2, iii(Lime reacitivity)	-	2000	10% discount for BIS samples
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	1000	10% discount for BIS samples
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	1500	10% discount for BIS samples
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	500	10% discount for BIS samples
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	500	10% discount for BIS samples
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	500	10% discount for BIS samples
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	500	10% discount for BIS samples
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	1000	10% discount for BIS samples
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	1000	10% discount for BIS samples
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	500	10% discount for BIS samples
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	500	10% discount for BIS samples
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	500	10% discount for BIS samples
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	100	10% discount for BIS samples
5.1&7.1, table-2 (III)(Lime Reactivity)	-	0	--
5.1, 7.1, table-2, iii(Lime reacitivity)	-	0	--
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	0	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	0	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	0	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	0	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	0	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	0	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	0	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	0	-
5.1&7.1, table-2 (III)(Lime Reactivity)	-	0	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	0	-
7.2(Uniformity Requirements)	-	1000	10% discount for BIS samples
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	0	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	0	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	0	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	0	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	0	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	0	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	0	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	0	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	0	-
5.1&7.1, table-2 (III)(Lime Reactivity)	-	0	-
5.1, 7.1, table-2, iii(Lime reacitivity)	-	0	-
7.2(Uniformity Requirements)	-	0	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	0	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	0	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	0	--

Complete

IS 383 (2016)

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

40400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	1.5% Discount to BIS Samples
5.4.2(a)( Aggregates Impact Value)	-	1000	1.5% Discount to BIS Samples
5.4.3(a)( Aggregate Abrasion Value)	-	1000	1.5% Discount to BIS Samples
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	200	1.5% Discount to BIS Samples
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	1.5% Discount to BIS Samples
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	1.5% Discount to BIS Samples
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)	-	200	1.5% Discount to BIS Samples
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)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	200	1.5% Discount to BIS Samples
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	200	1.5% Discount to BIS Samples
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	200	1.5% Discount to BIS Samples
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	200	1.5% Discount to BIS Samples
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	200	1.5% Discount to BIS Samples
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	200	1.5% Discount to BIS Samples
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	200	1.5% Discount to BIS Samples
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	200	1.5% Discount to BIS Samples
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	200	1.5% Discount to BIS Samples
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	200	1.5% Discount to BIS Samples
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	200	1.5% Discount to BIS Samples
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	1.5% Discount to BIS Samples
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	200	1.5% Discount to BIS Samples
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1000	1.5% Discount to BIS Samples
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1000	1.5% Discount to BIS Samples
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1000	1.5% Discount to BIS Samples
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	1.5% Discount to BIS Samples
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	1.5% Discount to BIS Samples
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2000	1.5% Discount to BIS Samples
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	200	1.5% Discount to BIS Samples
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	200	1.5% Discount to BIS Samples
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1600	1.5% Discount to BIS Samples
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	500	1.5% Discount to BIS Samples
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	200	1.5% Discount to BIS Samples
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	1.5% Discount to BIS Samples
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	1.5% Discount to BIS Samples
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1000	1.5% Discount to BIS Samples
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1000	1.5% Discount to BIS Samples
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	1.5% Discount to BIS Samples
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2000	1.5% Discount to BIS Samples
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	200	1.5% Discount to BIS Samples
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	200	1.5% Discount to BIS Samples
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	200	1.5% Discount to BIS Samples
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1600	1.5% Discount to BIS Samples
7.2(Bulk Density loose)	-	500	1.5% Discount to BIS Samples
7.2(Bulk Density Rodded)	-	500	1.5% Discount to BIS Samples
5.3(Flakiness Index)	-	500	1.5% Discount to BIS Samples
5.3(Elongation Index)	-	500	1.5% Discount to BIS Samples
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1000	1.5% Discount to BIS Samples
Clause 5.6(Dissolved Silica)	-	500	1.5% Discount to BIS Samples
Clause 5.6(Reduction in Alkalinity)	-	500	1.5% Discount to BIS Samples
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	1.5% Discount to BIS Samples
5.4.2(b)( Aggregates Impact Value)	-	1000	1.5% Discount to BIS Samples
5.4.3(b)( Aggregate Abrasion Value)	-	1000	1.5% Discount to BIS Samples
5.5(Soundness By Magnesium Sulphate)	-	0	--
5.5(Soundness By Magnesium Sulphate)	-	0	--
5.6(Alkali Agregate Reaction )	-	0	--
5.7 table 3(WaterAbsorption)	-	0	--
5.7 table 3(Specific Gravity)	-	0	--
5.3(Flakiness & Elongation)	-	0	---
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	--
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	--
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))	-	0	--
Clause 5.6(Nature of Aggregate)	-	200	1.5% Discount to BIS Samples
Clause 5.1(General)	-	200	1.5% Discount to BIS Samples
Clause 5.1(General)	-	200	1.5% Discount to BIS Samples
7.2(Bulk Density Rodded)	-	500	1.5% Discount to BIS Samples
7.2(Bulk Density loose)	-	500	1.5% Discount to BIS Samples
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	--
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	--
5.4.2(a)( Aggregates Impact Value)	-	0	----
5.4.2(b)( Aggregates Impact Value)	-	0	---
5.4.3(a)( Aggregate Abrasion Value)	-	0	---
5.4.3(b)( Aggregate Abrasion Value)	-	0	---
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	---
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	---
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	---
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	---
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	---
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	---
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	----
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	----
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	----
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	----
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	---
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	---
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	----
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	---
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	---
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	---
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	---
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	----
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	----
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	---
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	---
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	---
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	---
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	---
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	--
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	--
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	---
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	---
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	---
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	---
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	--
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	---
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	---
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	---
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	--
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	--
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	--
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	--
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	--
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	--
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	---
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	--
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	--
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	--
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	---
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	---
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	---
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	---
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	--
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	--
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	---
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	---
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	--
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	--
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	--
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	--
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	---
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	--
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	---
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	---
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	---
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	----
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	--
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	---
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	---
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	--
5.5(Soundness By Magnesium Sulphate)	-	0	---
5.5(Soundness By Magnesium Sulphate)	-	0	---
5.3(Elongation Index)	-	0	---
5.3(Flakiness Index)	-	0	--
5.6(Alkali Agregate Reaction )	-	0	--
5.7 table 3(WaterAbsorption)	-	0	--
5.7 table 3(Specific Gravity)	-	0	--
5.3(Flakiness & Elongation)	-	0	---
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	---
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	---
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))	-	0	---
Clause 5.6(Nature of Aggregate)	-	0	---
Clause 5.6(Dissolved Silica)	-	0	---
Clause 5.6(Reduction in Alkalinity)	-	0	---
Clause 5.1(General)	-	0	----
Clause 5.1(General)	-	0	---
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	---
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)	-	0	---
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)	-	0	--
7.2(Bulk Density loose)	-	0	--
7.2(Bulk Density Rodded)	-	0	---
7.2(Bulk Density loose)	-	0	---
7.2(Bulk Density Rodded)	-	0	---
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	--
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	--
5.4.2(a)( Aggregates Impact Value)	-	0	--
5.4.2(b)( Aggregates Impact Value)	-	0	--
5.4.3(a)( Aggregate Abrasion Value)	-	0	--
5.4.3(b)( Aggregate Abrasion Value)	-	0	--
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	--
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	--
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	--
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	--
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	---
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	--
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	--
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	--
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	--
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	--
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	--
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	--
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	--
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	--
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	--
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	--
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	--
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	--
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	---
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	--
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	--
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	--
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	--
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	--
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	--
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	--
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	--
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	--
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	--
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	--
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	--
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	--
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	--
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	--
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	--
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	--
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	--
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	--
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	--
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	--
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	--
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	--
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	--
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	--
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	--
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	--
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	--
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	--
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	--
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	--
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	--
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	--
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	--
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	--
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	--
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	--
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	--
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	--
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	--
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	--
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	--
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	--
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	--
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	--
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	--
5.5(Soundness By Magnesium Sulphate)	-	0	--
5.5(Soundness By Magnesium Sulphate)	-	0	--
5.3(Elongation Index)	-	0	--
5.3(Flakiness Index)	-	0	--
5.6(Alkali Agregate Reaction )	-	0	--
5.7 table 3(WaterAbsorption)	-	0	--
5.7 table 3(Specific Gravity)	-	0	--
5.3(Flakiness & Elongation)	-	0	--
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	--
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	--
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))	-	0	--
Clause 5.6(Nature of Aggregate)	-	0	--
Clause 5.6(Dissolved Silica)	-	0	--
Clause 5.6(Reduction in Alkalinity)	-	0	--
Clause 5.1(General)	-	0	--
Clause 5.1(General)	-	0	--
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	--
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)	-	0	--
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)	-	0	--
7.2(Bulk Density loose)	-	0	--
7.2(Bulk Density Rodded)	-	0	--
7.2(Bulk Density loose)	-	0	--
7.2(Bulk Density Rodded)	-	0	--
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	-	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	-	-
5.4.2(a)( Aggregates Impact Value)	-	-	-
5.4.2(b)( Aggregates Impact Value)	-	-	-
5.4.3(a)( Aggregate Abrasion Value)	-	-	-
5.4.3(b)( Aggregate Abrasion Value)	-	-	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	-	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	-	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	-	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	-	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	-	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	-	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	-	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	-	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	-	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	-	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	-	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	-	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	-	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	-	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	-	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	-	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	-	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	-	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	-	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	-	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	-	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	-	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	-	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	-	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	-	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	-	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	-	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	-	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	-	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	-	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	-	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	-	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	-	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	-	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	-	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	-	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	-	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	-	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	-	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	-	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	-	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	-	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	-	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	-	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	-	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	-	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	-	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	-	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	-	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	-	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	-	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	-	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	-	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	-	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	-	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	-	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	-	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	-	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	-	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	-	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	-	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	-	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	-	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	-	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	-	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	-	-
5.5(Soundness By Magnesium Sulphate)	-	-	-
5.5(Soundness By Magnesium Sulphate)	-	-	-
5.3(Elongation Index)	-	-	-
5.3(Flakiness Index)	-	-	-
5.6(Alkali Agregate Reaction )	-	-	-
5.7 table 3(WaterAbsorption)	-	-	-
5.7 table 3(Specific Gravity)	-	-	-
5.3(Flakiness & Elongation)	-	-	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	-	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	-	-
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))	-	-	-
Clause 5.6(Nature of Aggregate)	-	-	-
Clause 5.6(Dissolved Silica)	-	-	-
Clause 5.6(Reduction in Alkalinity)	-	-	-
Clause 5.1(General)	-	-	-
Clause 5.1(General)	-	-	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	-	-
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)	-	-	-
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)	-	-	-
7.2(Bulk Density loose)	-	-	-
7.2(Bulk Density Rodded)	-	-	-
7.2(Bulk Density loose)	-	-	-
7.2(Bulk Density Rodded)	-	-	-

Complete

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

29700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.1.1 (General Quality)	-	200	15% Discount to BIS Sample
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	200	15% Discount to BIS Sample
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	200	15% Discount to BIS Sample
Clause 7.1.3 (Colour and Texture)	-	200	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	500	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	100	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	500	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	100	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	500	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	100	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	500	15% Discount to BIS Sample
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	100	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	500	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	100	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	500	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	100	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	500	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	100	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	500	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	100	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	500	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	100	15% Discount to BIS Sample
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	500	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1800	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	100	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	1800	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	100	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	3500	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	100	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	3500	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	100	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	1500	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	100	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	1500	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	100	15% Discount to BIS Sample
Clause 7.3, Annex G(Individual Breaking Load)	-	500	15% Discount to BIS Sample
Clause 7.3, Annex G(Average Breaking Load)	-	100	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	3500	15% Discount to BIS Sample
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	3500	15% Discount to BIS Sample
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	500	15% Discount to BIS Sampl
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	100	15% Discount to BIS Sample
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	500	15% Discount to BIS Sample
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	100	15% Discount to BIS Sample

Complete

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	1000	15% Discount to BIS
8.2(Physical requirments-Dimensions-Length)	-	1000	15% Discount to BIS
8.2(Physical requirments-Dimensions-Height)	-	1000	15% Discount to BIS
8.2(Physical requirments-Dimensions-Width)	-	1000	15% Discount to BIS
8.3(Physical requirments- Block density)	-	3000	15% Discount to BIS
8.4(Physical requirments- Compressive strength)	-	6500	15% Discount to BIS
8.5(Thermal Conductivity)	-	15000	15% Discount to BIS
8.6( Drying Shrinkage )	-	6500	15% Discount to BIS

Complete

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 i.(Fineness)	-	1000	20% discount to BIS
7 Table-3 ii a(Expansion by Le Chatelier)	-	600	20% discount to BIS
7 Table-3 ii b(Expansion by Autoclave)	-	1200	20% discount to BIS
7 Table-3 iii a(Setting Time Initial)	-	600	20% discount to BIS
7 Table-3 iii b(Setting Time Final)	-	600	20% discount to BIS
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	20% discount to BIS
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	20% discount to BIS
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	20% discount to BIS
6.1 Table-2 vi(Loss on ignition)	-	500	20% discount to BIS
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	3000	20% discount to BIS
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	1000	20% discount to BIS
6.1 Table-2 iii.(Insoluble residue)	-	1000	20% discount to BIS
6.1 Table-2 iv(Magnesia)	-	1000	20% discount to BIS
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	20% discount to BIS
6.1 Table-2 vii(Chloride content)	-	1500	20% discount to BIS
6.1 Table-2 viii(Alkali content)	-	1500	20% discount to BIS

Complete

IS 15658 (2006)

Precast concrete blocks for paving - Specification

21300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.2(Physical requirement)	-	200	NA
6.1.3(Physical requirement)	-	200	NA
6.1.4(Physical requirement)	-	200	NA
6.2.1 & 7.1(VISUAL INSPECTION)	-	500	NA
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	500	NA
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	100	NA
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	500	NA
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	100	NA
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	500	NA
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	100	NA
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	500	NA
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	100	NA
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	500	NA
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	100	NA
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	500	NA
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	100	NA
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	300	NA
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	100	NA
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	1500	NA
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	100	NA
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-	500	NA
B-5(AVERAGE SQUARENESS (for eight test specimens))	-	100	NA
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	100	NA
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	1800	NA
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens))	-	100	NA
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen))	-	1800	NA
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	3500	NA
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	3500	NA
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	1500	NA
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	100	NA
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	1500	NA
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	100	NA
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen ))	-	0	NA
Annex-G-7(AVERAGE BREAKING LOAD)	-	0	NA
Clause 7.1.1 (General Quality)	-	0	NA
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	0	NA
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	0	-
Clause 7.1.3 (Colour and Texture)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	0	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	0	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	0	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	0	-
Clause 7.3, Annex G(Individual Breaking Load)	-	0	-
Clause 7.3, Annex G(Average Breaking Load)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	0	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	0	-
6.2.2, Table 4(Higher Width)	-	0	-
6.2.2, Table 4(Lower Width)	-	0	-

Complete

Bureau of Indian Standards

The National Standards Body of India

ACE TEST HOUSE

khasra No 1048 Near Pepsi Godown, vill- Bhalswa, New Delhi, North West, Delhi, 110033

7042858881 acetesthouse@gmail.com

Scope List