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Allumera Engineering Solutions Pvt ltd

Khasra no.-61, Matiala village, uttam nagar, New Delhi-110059, New Delhi, South West, Delhi, 110059

9310347744 aespllab@gmail.com

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6 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 16714 (2018)

Ground granulated blast furnace slag for use in cement, mortar and concrete - Specification

all

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 and Table 2 i(Fineness IS 4031 (Part 2))	-	1000	-
6 and Table 2 ii a(Slag activity index -7 days)	-	1350	-
6 and Table 2 ii b(Slag activity index -28 days)	-	1500	-
Clause 5.1(Manganese oxide (MnO))	-	950	-
Clause 5.1(Magnesium oxide (MgO))	-	950	-
Clause 5.1(Sulphide sulphur (S))	-	950	-
Clause 5.1(Sulphate (as SO3),)	-	700	-
Clause 5.1(Insoluble residue)	-	750	-
Clause 5.1(Chloride content)	-	750	-
Clause 5.1(Loss on ignition)	-	750	-
Clause 5.1((CaO+MgO+1/3AlO3)/( SiO2 +2/3 AlO3))	-	1350	-
Clause 5.1((CaO+MgO+Al2O3)/ SiO2)	-	1350	-
Clause 5.1((CaO+CaS+1/2 MgO+Al2O3)/ (SiO2+ MnO))	-	1000	-

Complete

21 Dec, 2023

21 Dec, 2026

IS 455 (2015)

Portland slag cement - Specification

PSC

19750 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	2000	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	2000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1600	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	2000	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1650	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1250	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2500	-
7 Table 1 i(Fineness IS 4031(Part 2))	-	1000	-
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1000	-
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	1600	-
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	550	-
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	550	-
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	1450	-
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	1650	-
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	1850	-
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	3500	-
11.3(Consistency(IS:4031(Pt-4)-1988)	-	600	-

Complete

21 Dec, 2023

21 Dec, 2026

Exclusion: Cl.7 Table-2 (v) (Transverse Strength)

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

Portland Pozzolana Cement- Fly Ash Based

22500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1750	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1500	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1600	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	1500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	1500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1650	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1700	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	3500	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	3500	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1200	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	2000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1500	-
11(MARKING)	-	500	-

Complete

21 Dec, 2023

21 Dec, 2026

Exclusion: Cl.7 Table-2 (v) (Transverse Strength)

IS 3812 (Part 1) (2013)

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

pozzolonic use in cement nortar & concrete

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	2000	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	2000	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	2500	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	1500	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	750	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	1550	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	1000	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	750	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	450	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1000	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	550	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	1750	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	1750	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	2000	-
7.2(Uniformity Requirements)	-	1500	-

Complete

21 Dec, 2023

21 Dec, 2026

IS 383 (2016)

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

Coarse and fine aggregate/maufactured aggr for concrete

29500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1500	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1250	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2650	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	2500	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1500	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1500	-
5.4.2(a)( Aggregates Impact Value)	-	1000	-
5.4.2(b)( Aggregates Impact Value)	-	1000	-
5.4.3(a)( Aggregate Abrasion Value)	-	1500	-
5.4.3(b)( Aggregate Abrasion Value)	-	1750	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	3500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	3500	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	2500	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1500	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1500	-
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))	-	2650	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	3000	-
5.7 table 4 (Calcium oxide)	-	1500	-

Complete

21 Dec, 2023

21 Dec, 2026

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC-33gr,OPC-43gr,OPC-43S,OPC-53gr,OPC-53S

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	6500	GST@ 18.5 percent is applicable to above testing charges.
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2000	-
6.1 Table-2 iii.(Insoluble residue)	-	1500	-
6.1 Table-2 iv(Magnesia)	-	1500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1500	-
6.1 Table-2 viii(Alkali content)	-	2000	-
7 Table-3 i.(Fineness)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000	-
7 Table-3 ii b(Expansion by Autoclave)	-	2000	-
7 Table-3 iii a(Setting Time Initial)	-	900	-
7 Table-3 iii b(Setting Time Final)	-	900	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	800	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	900	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1500	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	under exclusion
11(Marking)	-	500	visual & obervation remarks

Complete

21 Dec, 2023

21 Dec, 2026

Exclusion: Cl.7 Table-3 v (Transverse Strength - IS 4031 Part 8 (Optional))

Bureau of Indian Standards

The National Standards Body of India

Allumera Engineering Solutions Pvt ltd

Khasra no.-61, Matiala village, uttam nagar, New Delhi-110059, New Delhi, South West, Delhi, 110059

9310347744 aespllab@gmail.com

Scope List