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Indian Standard No.

Product

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Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 16090 (2013)

Geo-synthetics – Geo-textiles used as protection (or cushioning) materials – Specification

160550 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.4, Table 1, (i)(Mass per unit area, g/m2)	-	500	-
4.4, Table 1, (ii)(Tensile strength, kN/m)	-	4600	-
4.4, Table 1, (iii)(Trapezoidal tear strength, kN)	-	1850	-
4.5, Table 1, (iv)(CBR puncture resistance, kN)	-	3600	-
4.6, Table 1, (v)(Maximum UV resistance (after 500 h exposure), percent)	-	150000	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 17373 (2020)

Geosynthetics â€“ Geogrids used in reinforced soil retaining structures â€“ Specification

- View breakup
Rs. 1218700/- Rs. 218700/- Excluding Creep Test & installation damage test Creep Testing Charge- Rs. 800000/- Installation Damage Testing Charge- 200000/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1("Ultimate tensile strength- (MD/CD) IS- 16635 60/20 80/30 100/30 120/30 150/30 180/30 200/30 250/30 300/30 350/30 400/30")	-	5400	-
1("Elongation at designated load- IS 16635 MD CD")	-	5400	-
1("UV resistance, strength retained after 500 h exposure- IS 13162 (part-2)")	-	150000	-
1(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	60000	-
1(Width)	-	500	-
2("Ultimate tensile strength - IS 16635 MD/CD 30/5 40/5 50/5 60/5 70/5 80/5 90/5 100/5 120/5 120/5 150/5 175/5 200/5")	-	5400	-
2("Elongation at designated load - IS 16635 MD and CD")	-	5400	-
2("UV resistance, strength retained after 500 h exposure- IS 13162 (part-2)")	-	150000	-
2(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	60000	-
2(Width)	-	500	-
3("Ultimate tensile strength - IS 16635 MD/CD 50 100 150 200 250 300 350 400 500 600 700 800 900 1000 1100 1200 1300")	-	5400	-
3("Elongation at designated load - IS 16635 MD and CD")	-	5400	-
3("UV resistance, strength retained after 500 h exposure- IS 13162 (part-2)")	-	150000	-
3(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	60000	-
3(Width)	-	500	-
5.1("MATERIALS - Geogrid materials shall be inert to all chemicals naturally found in commonly encountered soils not containing adverse solvents and at ambient temperatures")	-	4500	-
1(Roll Length)	-	500	-
2(Roll Length)	-	500	-
3(Roll Length)	-	500	-
6.3.1(Reduction factor for installation damage shall be determined based on actual installation damage test)	-	200000	-
CL 6.3.3(Resistance to Creep)	-	800000	-
CL 3.2(Aperature Size)	-	500	-
6.2 Table 1("Chemical resistance, strength retained after 72 h immersion (percent)")	-	60000	-
CL 6.3.2(Installation damage)	-	200000	-
CL 5.1(Carbon black content)	-	1700	-
6.2 Table 1(Ultimate Tensile Strength kN/m (MD))	-	2700	-
6.2 Table 1(Ultimate Tensile Strength kN/m (CD))	-	2700	-
6.2 Table 1(Elongation at designated load (Percentage))	-	2700	-
6.2 Table 1(Elongation at designated load (Percentage))	-	2700	-
6.2 Table 1(Width (m))	-	500	-
6.2 Table 1(Roll length (m))	-	500	-
CL 6.1(Geogrid should be Dimensionally stable)	-	500	-
Clause 6.2, Table 1, 2 and 3, SI. No. (ii)(Elongation at Designated Load)	-	2700	-
Clause 6.2, Table 1, 2 and 3, SI. No. (iii)(UV resistance, strength retained after 500 h exposure)	-	150000	-
Clause 6.2, Table 1, 2 and 3, SI. No. (iv)(Chemical resistance, strength retained after 72 h immersion)	-	60000	-
Clause 6.2, Table 1, 2 and 3, SI. No. (v)(Width)	-	500	-
Clause 6.2, Table 1, 2 and 3, SI. No. (vi)(Roll length)	-	500	-
Clause No. 8(Thickness)	-	480	-
6.2 Table 1(UV resistance strength retained after 500h exposure (Percent))	-	150000	-
6.2-Table 1- i)(Requirements of Geogrids - Ultimate tensile strength)	-	2700	-
6.2 - Table 1- ii)(Requirements of Geogrids - Elongation at designated load)	-	2700	-
6.2 - Table 1- iii)(Requirements of Geogrids - UV resistance, strength retained after 500 h exposure)	-	150000	-
6.2 - Table 1- iv)(Requirements of Geogrids - Chemical resistance, strength retained after 72 h immersion)	-	60000	-
6.2 - Table 1- v)(Requirements of Geogrids - Width)	-	500	-
6.2 - Table 1- vi)(Requirements of Geogrids - Length)	-	500	-
6.2 - Table 1- i)(Requirements of Geogrids - Ultimate tensile strength)	-	2700	-
6.2-Table 2- ii)(Requirements of Geogrids - Elongation at designated load)	-	2700	-
6.2 - Table 2- iii)(Requirements of Geogrids - UV resistance, strength retained after 500 h exposure)	-	150000	-
6.2 - Table 2- iv)(Requirements of Geogrids - Chemical resistance, strength retained after 72 h immersion)	-	60000	-
6.2 - Table 2- v)(Requirements of Geogrids - Width)	-	500	-
6.2 - Table 2- vi)(Requirements of Geogrids - Length)	-	500	-
6.3.3(Reduction factor for creep shall be based on creep tests)	-	800000	-
Clause 6.2, Table 1, 2 and 3, SI. No. (i)(Ultimate Tensile Strength,)	-	2700	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 17372 (2020)

Geosynthetics – Polymeric strip/geostrip used as soil reinforcement in retaining structures – Specification

- View breakup
Rs. 1213700/- Rs. 213700/- Excluding Creep Test & installation damage test Creep Testing Charge- Rs. 800000/- Installation Damage Testing Charge- 200000/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1(Ultimate tensile strength IS-16635)	-	2700	-
1(UV resistance (500h), strength retained IS-13162 (part2))	-	150000	-
1(Chemical resistance, strength retained after 72 h immersion)	-	60000	-
1(Width)	-	500	-
Clause No. 5.3.1(Geostrip installation damage test)	-	200000	-
Clause No. 5.3.3(Creep testing)	-	800000	-
Clause No. 5.3.3(Stepped Isothermal Method)	-	800000	-
Clause No. 5.2, Table 1 (i)(Ultimate tensile strength (kN) of Geostrips)	-	2700	-
Clause No. 5.2, Table 1 (ii)(UV resistance (500h), strength retained of Geostrips)	-	150000	-
Clause No. 5.2, Table 1 (iii)(Chemical resistance, strength retained after 72 h immersion of Geostrips)	-	60000	-
Clause No. 5.2, Table 1 (iv)(Width of Geostrips)	-	500	-
Clause No. 5.2, Table 1 (v)(Roll length of Geostrips)	-	500	-
Clause No. 8.1(Geostrip identification)	-	1000	-
5.2 Table 1("Chemical resistance, strength retained after 72 h immersion (percent)")	-	60000	-
5.2 Table 1(UV resistance strength retained after 500h exposure (Percent))	-	150000	-
CL 5.3.1(Installation damage)	-	200000	-
5.2 Table 1(Ultimate Tensile Strength kN (MD))	-	2700	-
5.2 Table 1(Elongation at designated load (MD),Percentage)	-	2700	-
5.2 Table 1(Width (m))	-	500	-
6.2 Table 1(Roll length (m))	-	500	-
5.2 - Table 1- i)(Requirements of Geostrips (GS) - Ultimate tensile strength)	-	2700	-
5.2 - Table 1- ii)(Requirements of Geostrips (GS) - UV resistance (500h), strength retained)	-	150000	-
5.2 - Table 1- iii)("Requirements of Geostrips (GS) - Chemical resistance, strength retained after 72 h immersion")	-	60000	-
5.2 - Table 1- iv)(Requirements of Geostrips (GS) - Width)	-	500	-
5.2 - Table 1- v)(Requirements of Geostrips (GS) - Length)	-	500	-
5.3.1(Reduction factor for installation damage shall be determined based on actual installation damage test.)	-	200000	-
5.3.3(Reduction factor for creep shall be based on creep tests)	-	800000	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 17371 (2020)

Geosynthetics – Geogrids for flexible pavements – Specification

220900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1("Ultimate tensile strength, (MD × CD)- IS 16635 30/30 40/40 50/50 60/60 80/80 100/100")	-	2700	-
1("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	2700	-
1("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	2700	-
1(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	150000	-
1(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	60000	-
2("Ultimate tensile strength, (MD × CD)- IS 16635 20/20 30/30 40/40")	-	2700	-
2("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	2700	-
2("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	2700	-
2(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	150000	-
2(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	60000	-
2("Junction strength- IS 17371 AnnexB 20/20 30/30 40/40")	-	2700	-
4.2(MATERIALS - Geogrids shall be rendered resistant to UV. Rigid geogrids shall have minimum 2 percent (mass/mass) of carbon black content)	-	4500	-
Clause No. 5.2, table No. 1 (vi)(Width of PET Geogrids)	-	500	-
Clause No. 5.2, Table No. 1 (vii)(Roll length of PET Geogrids)	-	500	-
Clause No. 5.2, table No. 2 (vii)(Width of PP Geogrids)	-	500	-
Clause No. 5.2, Table No. 2 (viii)(Roll length of PP Geogrids)	-	500	-
Clause No. 4.1(Carbon Black content of Geogrid)	-	4500	-
Clause No. 5.2, Table No. 1 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PET Geogrids)	-	2700	-
Clause No. 5.2, Table No. 1 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PET Geogrids)	-	2700	-
Clause No. 5.2, table No. 1 (iv)(UV resistance, strength retained after 500 h exposure of PET Geogrids)	-	150000	-
Clause No. 5.2, Table No. 1 (v)(Chemical resistance, strength retained after 72 h immersion of PET Geogrids)	-	60000	-
Clause No. 5.2, Table No. 2 (i)(Ultimate tensile strength, (MD × CD) kN/m of PP Geogrids)	-	2700	-
Clause No. 5.2, Table No. 2 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PP Geogrids)	-	2700	-
Clause No. 5.2, Table No. 2 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PP Geogrids)	-	2700	-
Clause No. 5.2, table No. 2 (iv)(UV resistance, strength retained after 500 h exposure of PP Geogrids)	-	150000	-
Clause No. 5.2, Table No. 2 (v)(Chemical resistance, strength retained after 72 h immersion of PP Geogrids)	-	60000	-
Clause No. 5.2, Table No. 2 (vi)(Junction strength, percent strength of original strength)	-	2700	-
5.2- Table 1- i)(REQUIREMENTS FOR PET GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	5400	-
5.2- Table 1- ii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m,)	-	5400	-
5.2- Table 1- iii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	5400	-
5.2- Table 1- iv)(REQUIREMENTS FOR PET GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	150000	-
5.2- Table 1- v)(REQUIREMENTS FOR GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	60000	-
5.2- Table 1- vi)(REQUIREMENTS FOR PET GEOGRIDS - Width)	-	500	-
5.2- Table 1- vii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	500	-
5.2- Table 2- i)(REQUIREMENTS FOR PP GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	5400	-
5.2- Table 2- ii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m)	-	5400	-
5.2- Table 2- iii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	5400	-
5.2- Table 2- iv)(REQUIREMENTS FOR PP GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	150000	-
5.2- Table 2- v)(REQUIREMENTS FOR PP GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	60000	-
5.2- Table 2- vi)(REQUIREMENTS FOR PP GEOGRIDS - Junction strength, percent strength of original strength)	-	2700	-
5.2- Table 2- vii)(REQUIREMENTS FOR PP GEOGRIDS - Width)	-	500	-
5.2- Table 2- vIii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	500	-
7(PACKING - minimum thickness of packing film)	-	500	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 16393 (2015)

Geosynthetics - Geotextiles used in subsurface drainage application - Specification

371300 View breakup
Rs. 371300/- Rs. 171300/- Excluding installation damage test

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1(Roll length- IS 1954)	-	500	-
1(Roll width- IS 1954)	-	500	-
1(Grab strength- IS 16342)	-	1850	-
1(Sewn seam strength- IS 15060)	-	4600	-
1(Trapezidal tear strength- IS 14293)	-	1850	-
1(CBR puncture strength- IS 16078)	-	3600	-
1(Burst strength- IS 1966 (part-2))	-	1800	-
1(Permitttivity- IS 14324)	-	3600	-
1(Apparent opening size (AOS)- IS 14294)	-	1200	-
1("Pullout Interaction Coefficient, at 6 mm displacement, Normal load equal to 5 kPa- IS16380")	-	180000	-
1("Coefficient of Direct Shear at peak geotextile shear strength, Normal load equal to 5 kPa-IS 16393 Annex C")	-	72000	-
1("Resistance to installation damage, Percent retained strength- ISO 10722 SC SW GP")	-	200000	-
1("Ultraviolet stability at 500h, Retained strength- IS 13162 (part-2)")	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(In-situ soil passing 0.075 mm sieve (200 mesh sieve), Percent)	-	1000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Roll length)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Roll width)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Grab strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Sewn seam strength)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Trapezidal tear strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(CBR puncture strength)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Burst strength)	-	1800	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Permitttivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Pullout interaction coefficient, at 6 mm displacement, Normal load = 5 kPa)	-	180000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Coefficient of direct shear at peak geotextile shear strength, Normal load = 5 kPa)	-	72000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Resistance to installation damage, percent retained strength, SC/SW/GP)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Ultraviolet stability at 500 h, retained strength, percent of original strength)	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Roll length)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Roll width)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Grab strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Sewn seam strength)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Trapezidal tear strength IS 14293)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(CBR puncture strength)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Burst strength)	-	1800	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(In-situ soil passing 0.075 mm sieve (200 mesh sieve), Percent)	-	1000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Permitttivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Resistance to installation damage, percent retained strength, SC/SW/GP)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Ultraviolet stability at 500 h, retained strength, percent of original strength)	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Roll length)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Roll width)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Grab strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Sewn seam strength)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Trapezidal tear strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Trapezidal tear strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(CBR puncture strength)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Burst strength)	-	1800	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(In-situ soil passing 0.075 mm sieve (200 mesh sieve), Percent)	-	1000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Permitttivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Pullout interaction coefficient, at 6 mm displacement, Normal load = 5 kPa)	-	180000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Coefficient of direct shear at peak geotextile shear strength, Normal load = 5 kPa)	-	72000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Resistance to installation damage, percent retained strength, SC/SW/GP)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Ultraviolet stability at 500 h, retained strength, percent of original strength)	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Roll length)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Roll width)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Grab strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Sewn seam strength)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Trapezidal tear strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(CBR puncture strength)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Burst strength)	-	1800	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(In-situ soil passing 0.075 mm sieve (200 mesh sieve), Percent)	-	1000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Permitttivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Pullout interaction coefficient, at 6 mm displacement, Normal load = 5 kPa)	-	180000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Coefficient of direct shear at peak geotextile shear strength, Normal load = 5 kPa)	-	72000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Resistance to installation damage, percent retained strength, SC/SW/GP)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Roll length)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Roll width)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Grab strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Sewn seam strength)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Trapezidal tear strength)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(CBR puncture strength)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Burst strength)	-	1800	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(In-situ soil passing 0.075 mm sieve (200 mesh sieve), Percent)	-	1000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Permitttivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Apparent opening size (AOS), mm)	-	1000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Resistance to installation damage, percent retained strength, SC/SW/GP)	-	200000	-
4.3(Roll length)	-	500	-
5.2(Sampling for tests)	-	200	-
4.3, table 1, A(ii)(Roll length,m,min)	-	500	-
4.3, table 1, A(ii)(Roll length,m,min)	-	500	-
4.3, table 1,A(iii)(Roll width,m,mim)	-	500	-
4.3, table 1,A (iv)(Grab strength,N,Min)	-	1850	-
4.3, table 1,A (v)(Sewn seam strength,N,Min)	-	4600	-
4.3, table 1,A(vi)(Trapezidal tear strength,N,min)	-	1850	-
4.3, table 1,A (vii)(CBR puncture strength,N,Min)	-	3600	-
4.3, table 1,A (viii)(Burst strength, kPa, Min)	-	1800	-
4.3, table 1,B (i)(In-situ soil passing 0.075 mm sieve (200 mesh sieve))	-	1000	-
4.3, table 1,B (ii)(Permitttivity, sec-1, Min)	-	3600	-
4.3, table 1,B (iii)(Apparent opening size (AOS), mm, Max)	-	1000	-
4.3, table 1, C(i)(Pullout interaction coefficient)	-	180000	-
4.3, table 1, C(ii)(Coefficient of direct shear at peak geotextile shear strength)	-	72000	-
4.3, table 1,C(iii)(Resistance to installation damage)	-	200000	-
4.3, table 1,C (iv)(Ultraviolet stability)	-	150000	-
4.2(carbon black content and dispersion)	-	1800	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Type of geotextile)	-	200	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 16392 (2015)

Geosynthetics - Geotextiles for permanent erosion control in hard armor systems - Specification

377900 View breakup
Rs. 377900/- Rs. 177900/- Excluding installation damage test

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.3 Table 1 (i) (g)(Abrasion strength)	-	6600	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	1850	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	4600	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	1850	-
Cl 4.3 Table 1 (i) (h)(CBR puncture strength, N)	-	3600	-
Cl 4.3 Table 1 (i) (j)(Burst strength, kPa)	-	1800	-
Cl 4.3 Table 1 (iii) (a)(Pullout Interaction Coefficient, at 6 mm displacement, Normal load equal to 5 kPa)	-	180000	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of Direct Shear at peak geotextile shear strength, Normal load equal to 5 kPa)	-	72000	-
Cl 4.3 Table 1 (i) (b)(Roll length, m)	-	500	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	500	-
Cl 4.3 Table 1 (ii) (a)(In-situ soil passing 0.075 mm sieve (IS 200 sieve), Percent, Course)	-	1000	-
Cl 4.3 Table 1 (ii) (b)(Permitttivity, s-1 , Course)	-	3600	-
Cl 4.3 Table 1 (ii) (c)(Apparent Opening Size (AOS), mm, Course)	-	1200	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained Strength)	-	200000	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, retained strength, percent of original strength)	-	150000	-
Cl 4.3 Table 1 (ii) (a)(In-situ soil passing 0.075 mm sieve (IS 200 sieve), Percent, Medium)	-	1000	-
Cl 4.3 Table 1 (ii) (a)(In-situ soil passing 0.075 mm sieve (IS 200 sieve), Percent, Fine)	-	1000	-
Cl 4.3 Table 1 (ii) (b)(Permitttivity, s-1 , Medium)	-	3600	-
Cl 4.3 Table 1 (ii) (b)(Permitttivity, s-1 , Fine)	-	3600	-
Cl 4.3 Table 1 (ii) (c)(Apparent Opening Size (AOS), mm, Medium)	-	1200	-
Cl 4.3 Table 1 (ii) (c)(Apparent Opening Size (AOS), mm, Fine)	-	1200	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, percent retained strength, SC/SW/GP)	-	200000	-
4.2, Amd-1(Carbon Black content & Dispersion)	-	1800	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	200	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 16391 (2015)

Geosynthetics â€“ Geotextiles used in sub-grade separation in pavement structures â€“ Specification

371300 View breakup
Rs. 371300/- Rs. 171300/- Excluding installation damage test

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	150000	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	180000	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	72000	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	500	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	500	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	1850	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	4600	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	1850	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	3600	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	1800	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	3600	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	1200	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	200000	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	200000	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	150000	-
4.2, Amd-1(Carbon Black Content)	-	1800	-
4.2(Carbon black and carbon black dispersion)	-	1800	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	200	-

Complete

29 Oct, 2024

29 Oct, 2027

IS 16362 (2020)

Geosynthetics â€“ Geotextiles used in subgrade stabilization in pavement structures â€“ Specification (first revision)

369500 View breakup
Rs. 369500/- Rs. 169500/- Excluding installation damage test

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1(Roll length- IS 1954)	-	500	-
1(Roll width- IS 1954)	-	500	-
1(Grab strength- IS 16342)	-	1850	-
1(Sewn seam strength- IS 15060)	-	4600	-
1(Trapezidal tear strength- IS 14293)	-	1850	-
1(CBR puncture strength- IS 16078)	-	3600	-
1(Permittivity- IS 14324)	-	3600	-
1(Apparent opening size (AOS)- IS 14294)	-	1200	-
1("Resistance to installation damage, Percent retained strength- ISO 10722 SC SW GP")	-	200000	-
1("Ultraviolet stability at 500h, retained strength, percent of original strength- IS 13162 (part-2)")	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Roll length, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Roll width, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Grab strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Sewn seam strength, N)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Trapezidal tear strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(CBR puncture strength, N)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Permittivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Resistance to installation damage, percent retained strength)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Ultraviolet stability at 500h, retained strength, percent of original strength)	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Roll length, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Roll width, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Grab strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Sewn seam strength, N)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Trapezidal tear strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(CBR puncture strength, N)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Permittivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Resistance to installation damage, percent retained strength)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Ultraviolet stability at 500h, retained strength, percent of original strength)	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Roll length, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Roll width, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Grab strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Sewn seam strength, N)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Trapezidal tear strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(CBR puncture strength, N)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Permittivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Resistance to installation damage, percent retained strength)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Ultraviolet stability at 500h, retained strength, percent of original strength)	-	150000	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Roll length, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Roll width, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Grab strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Sewn seam strength, N)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Trapezidal tear strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(CBR puncture strength, N)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Permittivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Resistance to installation damage, percent retained strength)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Roll length, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Roll width, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Grab strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Sewn seam strength, N)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Trapezidal tear strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(CBR puncture strength, N)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Permittivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Resistance to installation damage, percent retained strength)	-	200000	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Roll length, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Roll width, m)	-	500	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Grab strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Sewn seam strength, N)	-	4600	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Trapezidal tear strength, N)	-	1850	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(CBR puncture strength, N)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Permittivity, sec-1)	-	3600	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Apparent opening size (AOS), mm)	-	1200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation <50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation <50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation <50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class I, Elongation ≥50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class II, Elongation ≥50%(Type of geotextile)	-	200	-
Table 1, Clauses 4.3 and 5.4, Class III, Elongation ≥50%(Type of geotextile)	-	200	-

Complete

29 Oct, 2024

29 Oct, 2027

Bureau of Indian Standards

The National Standards Body of India

LANDMARK MATERIAL TESTING AND RESEARCH LABORATORY PVT LTD

G-200 RIICO INDUSTRIAL AREA, MANSAROVAR, Jaipur, Jaipur, Rajasthan, 302020

9414297329 LRLJPRR@gmail.com

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