601 |
IS 2720 : Part 16 (1987) - Methods of test for soils: Part 16 laboratory determination of cbr (Second Revision) |
Methods of test for soils: Part 16 laboratory determination of cbr (Second Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5 (CBR with declared OMC on disturbed sample) |
4000.0 |
|
|
602 |
IS 4457 (2007) - Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision) |
Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
4 (Water Absorption) |
1000.0 |
|
4 (Acid resistance) |
1500.0 |
|
4 (Warpage) |
1000.0 |
|
4 (Breaking Strength) |
2000.0 |
|
4 (Modulus of rupture) |
2000.0 |
|
4 (Water Absorption) |
1000.0 |
|
3 (Dimension-Length) |
1000.0 |
|
2 ( Surface Quality) |
500.0 |
|
|
603 |
IS 10262 (2019) - Concrete Mix Proportioning — Guidelines ( Second Revision ) |
Concrete Mix Proportioning — Guidelines ( Second Revision ) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
4 (Concrete Mix Design (IS 10262:2019)) |
35000.0 |
|
|
604 |
IS 9103 (1999) - Specification for Concrete Admixtures - |
Specification for Concrete Admixtures - |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8.2.1 (Comparative Compressive strength for three duration of concrete) |
10000.0 |
|
9 (Dry Material content) |
1000.0 |
|
9 (Ash content) |
1000.0 |
|
9 (Relative density) |
1000.0 |
|
9 (Chloride ion content) |
1000.0 |
|
7.2.1 (Slump of Control Concrete Mix at 15 Minutes) |
2000.0 |
|
7.2.4 (Bleeding concrete additive) |
2000.0 |
|
8.2.3 (Length change concrete additive) |
2000.0 |
|
8.2.2 (Comparative Flexural strength for three duration of concrete additive) |
10000.0 |
|
8.2.2 (Flexural strength for one duration of concrete additive) |
5000.0 |
|
7.2.3 (Setting time of concrete additive allowable Deviation from control sample) |
2000.0 |
|
9 (Colour (as per IS 9103)) |
1000.0 |
|
9 (pH) |
1000.0 |
|
8.2.1 (Comparative Compressive strength for three duration of concrete) |
10000.0 |
|
8.2.1 (iv) (Comparative Compressive strength of concrete after 6 months) |
7000.0 |
|
8.2.1 (iv) (Comparative Compressive strength of concrete after 1 year) |
9000.0 |
|
8.2.3 (iv) (Comparative length change of concrete after 6 months) |
3000.0 |
|
8.2.3 (iv) (Comparative length change of concrete after 1 year) |
5000.0 |
|
|
605 |
IS 3316 (1974) - Structural Granite |
Structural Granite |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
3.3 (Water Absorption) |
1000.0 |
|
3.2 (Specific Gravity) |
1000.0 |
|
3.1 (Compressive Strength) |
2000.0 |
|
|
606 |
IS 14223 : Part 1 (1995) - Polished Building Stones: Part 1 Granite |
Polished Building Stones: Part 1 Granite |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
4 (Dimensions) |
500.0 |
|
5 (Moisture content) |
500.0 |
|
5 (Dry density ) |
1000.0 |
|
5 (Specific gravity) |
1000.0 |
|
5 (Porosity) |
1000.0 |
|
5 (Compressive strength) |
2000.0 |
|
5 (Tensile strength) |
2000.0 |
|
5 (Hardness) |
2000.0 |
|
5 (Resistance to wear) |
4000.0 |
|
5 (Water absorption) |
1000.0 |
|
4 (Dimensions) |
500.0 |
|
|
607 |
IS 14587 (2017) - Cement Bonded Particle Boards |
Cement Bonded Particle Boards |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
608 |
IS 1328 (1996) - Veneered Decorative Plywood -Specification |
Veneered Decorative Plywood -Specification |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
11.1.1 (Moisture Content IS 1734 (Part 1):1983) |
1000.0 |
|
|
609 |
IS 1003 : Part 1 (2003) - Timber Panelled and Glazed Shutters-Door shutter |
Timber Panelled and Glazed Shutters-Door shutter |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (Location of fittings and accessories -IS 1003 (Part 1) : 2003) |
1000.0 |
|
|
610 |
ASTM C882 (2005) - Standard Test Method for the bond strength of epoxy-resin-base bonding systems for used with concrete by slant shear |
Standard Test Method for the bond strength of epoxy-resin-base bonding systems for used with concrete by slant shear |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (Slant Shear strength) |
4000.0 |
|
|
611 |
ASTM C580 (2002) - Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (Flexural strength) |
4000.0 |
|
|
612 |
ASTM C579 (2001) - Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (compressive strength) |
4000.0 |
|
|
613 |
ASTM C 307 (2003) - Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Surfacing |
Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Surfacing |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (Tensile Strength) |
4000.0 |
|
|
614 |
ASTM C348 (2021) - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
3 (Flexural strength) |
4000.0 |
|
|
615 |
ASTM C 109 (1995) - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
3 (compressive strength) |
4000.0 |
|
|
616 |
IS 12330 (1988) - Specificatioon for sulphate resisting Portland cement |
Specificatioon for sulphate resisting Portland cement |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5.5 (Compressive strength,672±4 h) |
1000.0 |
|
|
617 |
IS 4860 (1968) - Specification for acid - Resistant bricks |
Specification for acid - Resistant bricks |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
4 (Compressive Strength) |
2000.0 |
|
|
618 |
IS 14871 (2000) - Fibre reinforced Cement - Corrugated or Asymmetrical Sheets& Fittings for Roofing & Claddi |
Fibre reinforced Cement - Corrugated or Asymmetrical Sheets& Fittings for Roofing & Claddi |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5.5.1.1 (a) (Dimension (Profile)) |
1000.0 |
|
5.4.1 (Dimensions : Length and Width) |
500.0 |
|
5.4.1.2 (Thickness) |
500.0 |
|
5.4.1.3 (No. of Corrugations) |
500.0 |
|
5.4.1.4 (Dimensional Tolerances) |
500.0 |
|
5.4.2 (Breaking Load and Deflection) |
8000.0 |
|
5.4.3.1 (Impermeability) |
4000.0 |
|
5.4.3.2 (Frost Resistance) |
20000.0 |
|
5.4.3.3 (Apparent Density) |
1000.0 |
|
5.4.3.4 (Warm Water) |
25000.0 |
|
|
619 |
IS 14862 (2000) - Fibre cement flat sheets - specification |
Fibre cement flat sheets - specification |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5.1 (Dimensional and Geometrical characterstics) |
2000.0 |
|
5.2.1 (Bending Strength in equilibrium condition) |
4000.0 |
|
5.2.2 (Apparent Density) |
1000.0 |
|
6.1 (Bending Strength) |
8000.0 |
|
6.2 (Water Impermeability) |
4000.0 |
|
6. 3 (Frost Resistance Test) |
30000.0 |
|
6.4 (Warm Water Test) |
30000.0 |
|
6.5 (Soak Dry Test) |
25000.0 |
|
|
620 |
IS 2202 : Part 2 (1983) - Wooden Flush Door Shutters (solid Core Type): Part 2 Particle Board And Hardboard Face Panels |
Wooden Flush Door Shutters (solid Core Type): Part 2 Particle Board And Hardboard Face Panels |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7 (Workmanship and Finish-IS 2202 (Part 1):1999) |
1000.0 |
|
11.14 (Glue Adhesion Test-IS 4020 (Part 15):1998) |
1000.0 |
|
11.13 (Knife test-IS 4020 (Part 14):1998) |
1000.0 |
|
11.12 (End Immersion Test-IS 4020 (Part 13):1998) |
1000.0 |
|
11.10 (Misuse Test-IS 4020 (Part 11):1998) |
1000.0 |
|
11.9 (Slamming Test-IS 4020 (Part 10):1998) |
1000.0 |
|
11.8 (Buckling Test-IS 4020 (Part 9):1998) |
1500.0 |
|
11.7 (Shock Resistance test-IS 4020 (Part 8):1998) |
1500.0 |
|
11.6 (Edge loading test-IS 4020 (Part 7):1998) |
1500.0 |
|
11.5 (Flexure Test-IS 4020 (Part 6):1998) |
1000.0 |
|
11.4 (Impact Indentation-IS 4020 (Part 5):1998) |
1000.0 |
|
11.3 (Local planeness Test-IS 4020 (Part 4):1998) |
1000.0 |
|
11.2 (General Flatness-IS 4020 (Part 3):1998) |
1000.0 |
|
8.1 & 11.1 (Dimensions and Squareness-IS 4020 (Part 2):1998) |
2000.0 |
|
11.15 (Screw Withdrawal Resistance Test-IS 4020 (Part 16):1998) |
1000.0 |
|
|
621 |
IS 2202 : Part 1 (2023) - Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
11.15 (Screw Withdrawal Resistance Test-IS 4020 (Part 16):1998) |
1500.0 |
|
11.14 (Glue Adhesion Test-IS 4020 (Part 15):1998 for BWP and (60± 2)°C for MR) |
1000.0 |
|
11.13 (Knife test-IS 4020 (Part 14):1998) |
1000.0 |
|
11.12 (End Immersion Test-IS 4020 (Part 13):1998 for BWP and 3cycle for MR) |
1000.0 |
|
11.10 (Misuse Test-IIS 4020 (Part 11):1998) |
1000.0 |
|
11.9.2 or 11.9.3 (Slamming Test-Cl 2.1 or 3.1 of IS 4020 (Part 10):1998) |
1000.0 |
|
11.8 (Buckling Test-IS 4020 (Part 9):1998) |
1500.0 |
|
11.7.1 and 11.7.2 (Shock Resistance test- Cl 2.1 & 3.1 of IS 4020 (Part 8):1998) |
1500.0 |
|
11.6 (Edge loading test-IS 4020 (Part 7):1998) |
1500.0 |
|
11.5 (Flexure Test-IS 4020 (Part 6):1998) |
1000.0 |
|
11.4 (Impact Indentation-IS 4020 (Part 5):1998) |
1000.0 |
|
11.3 (Local planeness Test-IS 4020 (Part 4):1998) |
1000.0 |
|
11.2 (General Flatness-IS 4020 (Part 3):1998) |
1000.0 |
|
11.1 (Dimensions and Squareness-IS 4020 (Part 2):1998) |
2000.0 |
|
9 (Workmanship and Finish-IS 2202 (Part 1):1999) |
1000.0 |
|
|
622 |
IS 3097 (2006) - Veneered Particle Boards -Specification |
Veneered Particle Boards -Specification |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9.1 g (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
|
623 |
IS 4990 (2011) - Plywood for concrete shuttering works - Specification (Third Revision) |
Plywood for concrete shuttering works - Specification (Third Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
10.1.7, Table 2 (Static Bending Strength-IS 1734 (Part 11):1983) |
2000.0 |
|
8 (Workmanship & Finish- IS 4990:2011,) |
1000.0 |
|
10.1.8, Table 3 (Wet Bending Strength--IS 4990:2011 & IS 1734 (Part 11):1983) |
2000.0 |
|
10.1.6 (Tensile Strength-IS 1734 (Part 9):1983) |
2500.0 |
|
10.1.5.2 (Glue Adhesion, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983 -) |
500.0 |
|
10.1.5.1 (Glue Shear Strength, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 4):1983) |
2000.0 |
|
10.1.3.1.2 (Glue Adhesion, after, after water resistance-IS 4990:2011 & IS 1734 (Part 5):1983) |
500.0 |
|
10.1.3.1.1 (Glue Shear Strength, after Water Resistance-IS 4990:2011 & IS 1734 (Part 4):1983) |
2000.0 |
|
10.1.2.2 (Adhesion of Plies in dry state-IS 1734 (Part 5):1983) |
1000.0 |
|
10.1.2.1 (Glue Shear Strength in dry state-IS 1734 (Part 4):1983) |
2000.0 |
|
10.1.1 (Moisture content-IS 4990:2011 & IS 1734 (Part 1):1983) |
1000.0 |
|
7 (Dimension and Tolerances- IS 4990:2011, Annex C) |
1000.0 |
|
10.1.9 (Retention of Preservative Treatment--IS 2753 (Part 1):1991) |
3000.0 |
|
|
624 |
IS 14587 (1998) - Prelaminated Medium Density Fibre Board -specification |
Prelaminated Medium Density Fibre Board -specification |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
10.6, Table 1, Sl No 1.4 & 1.5 (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
10.13 (Resistance to Cigarette Burn-IS 14587:1998 Annex E) |
500.0 |
|
10.12 (Resistance to Crack-IS 14587:1998 Annex D) |
500.0 |
|
10.11 (Resistance to Steam-IS 14587:1998 Annex C) |
500.0 |
|
10.14 (Resistance to Stain-IS 14587:1998 Annex F) |
1500.0 |
|
10.10, Table 1, Sl No 1.9 (Resistance to Surface Abrasion-IS 14587:1998 Annex B) |
5000.0 |
|
10. 9, Table 1, Sl No 1.8 (Screw Withdrawal Test -IS 2380 (Part 14):1977) |
1500.0 |
|
10. 8, Table 1, Sl No 1.7 (Tensile strength perpendicular to surface after ageing-IS 14587:1998 & -IS 2380 (Part 5):1977) |
2000.0 |
|
10.7, Table 1, Sl No 1.6 (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977) |
2000.0 |
|
10.5,Table 1, Sl No 1.3 (Thickness swelling-IS 2380 (Part 17):1977) |
1500.0 |
|
10.4, Table 1, Sl No 1.2 (Water Absorption-IS 2380 (Part 16):1977) |
1000.0 |
|
10.3 (Moisture Content-IS 2380 (Part 3):1977) |
1000.0 |
|
8 (Dimension & Tolerances-IS 12406) |
500.0 |
|
7 (Finish-IS 14587:1998) |
1000.0 |
|
|
625 |
IS 3087 (2005) - Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
11.8, Table 1, Sl No.(vi) & (vii) (Modulus of Rupture and Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
11.9.1, Table 1, Sl No.(ix), a & b (Tensile strength perpendicular to surface after cyclic/accelerated water resistance test-IS 2380 (Part 5):1977) |
2000.0 |
|
11.10, Table 1, Sl No.(x) (Screw Withdrawal Strength-IS 2380 (Part 14):1977) |
1500.0 |
|
11.9, Table 1, Sl No.(viii) (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977) |
2000.0 |
|
9.6 (Workability-IS 3087:2005) |
2000.0 |
|
9.5 & 11.7Table 1, Sl No.(v) , (Swelling due to surface absorption-IS 2380 (Part 17):1977) |
2000.0 |
|
9.4 & 11.6, Table 1, Sl No.(iii) & (iv) (Swelling in water-IS 2380 (Part 17):1977) |
1500.0 |
|
9.3 & 11.5, Table 1, Sl No.(ii) (Water Absorption-IS 2380 (Part 16):1977) |
1000.0 |
|
9.2 & 11.4 (Moisture content-IS 2380 (Part 3):1977) |
1000.0 |
|
9.1 & 11.3, Table 1, Sl No.(i) (Density-IS 2380 (Part 3):1977) |
500.0 |
|
8 and 11.2 (Dimensions and Tolerances-IS 2380 (Part 2):1977) |
500.0 |
|
|
626 |
IS 12406 (2021) - Medium density fibre boards for general purpose - Specification (First Revision) |
Medium density fibre boards for general purpose - Specification (First Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9, Table 3 and 4, Sl No (x) (Screw Withdrawal Strength-IS 2380 (Part 14): 1977) |
1500.0 |
|
9, Table 3 and 4, Sl No (vii) (Internal Bond strength after cyclic/accelerated water resistance test-IS 12406:2021 & IS 2380 (Part 5): 1977) |
2000.0 |
|
9, Table 3 and 4, Sl No (vi) (Internal Bond Strength-IS 2380 (Part 5): 1977) |
2000.0 |
|
9, Table 3 and 4, Sl No (viii) (Modulus of Rupture -IS 2380 (Part 4): 1977) |
2500.0 |
|
9, Table 3 and 4, Sl No (ix) (Modulus of Elasticity-IS 2380 (Part 4): 1977) |
2000.0 |
|
9, Table 3 and 4, Sl. No. (v) (Linear Expansion (thickness swelling of water) due to general absorption after 24 hr soaking -IS 2380 (Part17): 1977) |
1000.0 |
|
9, Table 3 and 4, Table 3 & 4, Sl. No. (iii) & (iv) (Moisture Content-IS 2380 (Part 3): 1977) |
1000.0 |
|
9, Table 3 & 4, Sl. No. (i) & (ii) (Density-IS 2380 (Part 3): 1977) |
500.0 |
|
8, Table 2 (Dimension & Tolerances-IS 12406:2021, Annex A) |
500.0 |
|
7 (Finish-IS 12406:2021) |
1000.0 |
|
|
627 |
IS 1659 (2004) - Block boards - Specification (Fourth Revision) |
Block boards - Specification (Fourth Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9.2.5 (Modulus of Rupture & Modulus of Elasticity-IS 1659:2004, Clause 8.2.3 & Annex J) |
2000.0 |
|
|
628 |
IS 15477 (2019) - Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision) |
Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5.2, Table 1, Sl No (ii)-(a) (Shear adhesion Strength-(Dry Condition)-Annex B of IS 15477:2019) |
3000.0 |
|
5.5 (Slip Resistance (For vertical application only)-Annex E of IS 15477:2019) |
3000.0 |
|
5.4 (Adjustment Time-Annex D of IS 15477:2019) |
2000.0 |
|
5.3 (Open time-Annex C of IS 15477:2019) |
2000.0 |
|
5.1, Table 1, Sl No (i)-(a) (Tensile adhesion Strength(Dry Condition)-Annex A of IS 15477:2019) |
3000.0 |
|
5.6 (Deformability (for Vertical Application only)-Annex F of IS 15477:2019) |
3000.0 |
|
5.1, Table 1, Sl No (i)-(b) (Tensile adhesion Strength (Wet Condition)-Annex A of IS 15477:2019) |
3000.0 |
|
5.2, Table 1, Sl No (ii)-(c) (Shear adhesion Strength, (Wet condition)-Annex B of IS 15477:2019) |
3000.0 |
|
5.2, Table 1, Sl No (ii)-(b) (Shear adhesion Strength, (Heat aging condition)-Annex B of IS 15477:2019) |
3000.0 |
|
|
629 |
IS 12894 (2002) - Pulverized fuel ash - Lime bricks - Specification |
Pulverized fuel ash - Lime bricks - Specification |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7.1 (Crushing Strength) |
2000.0 |
|
|
630 |
IS 15658 (2021) - Concrete Paving Blocks - Specification ( First Revision ) |
Concrete Paving Blocks - Specification ( First Revision ) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7.3, Table 3, Sl No (ii) (Compressive Strength-IS 15658:2021, Annex D) |
4000.0 |
|
7.2, Table2 (Dimensions & Tolerances-IS 15658:2021, Annex B) |
3000.0 |
|
7.1 (General quality & Finish-IS 15658:2021) |
1000.0 |
|
7.3, , Table 3, Sl No (v) (Flexural strength-IS 15658:2021, Annex G) |
4000.0 |
|
7.3, Table 3, Sl No (iv) (Tensile Splitting Strength-IS 15658:2021, Annex F) |
4000.0 |
|
7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Dry condition)-IS 15658:2021, Annex E) |
4000.0 |
|
7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Wet condition)-IS 15658:2021, Annex E) |
4000.0 |
|
7.3, Table 3, Sl No (i) (Water Absorption-IS 15658:2021, Annex C) |
1000.0 |
|
|