| 601 |
IS 4990 : 2011 - PLYWOOD FOR CONCRETE SHUTTERING WORKS — SPECIFICATION |
PLYWOOD FOR CONCRETE SHUTTERING WORKS — SPECIFICATION |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Dimension) |
2000.0 |
|
| 8 (WORKMANSHIP AND FINISH) |
1000.0 |
|
| 10.1 (Moisture content) |
1000.0 |
|
| 10.1.2.1 (Glue Adhesion in Dry State-Glue shear strength) |
1500.0 |
|
| 10.1.2.2 (Glue Adhesion in Dry State-Adhesion of plies) |
500.0 |
|
| 10.1.3.1.1 (Resistance to Water Test-Glue shear strength) |
1500.0 |
|
| 10.1.3.1.2 Adhesion of plies (Resistance to Water Test -Adhesion of plies) |
1500.0 |
|
| 10.1.4 (Visual observation of sample-after 72 h boiling) |
1000.0 |
|
| 10.1.5 (Mycological Test-Visual inspection of separation at the edges of the veneers) |
1000.0 |
|
| 10.1.5.1 (Mycological Test-Glue shear strength) |
1250.0 |
|
| 10.1.5.2 (Mycological Test-Adhesion of plies) |
1250.0 |
|
| 10.1.6.a. (Tensile Strength-parallel to the grain direction of the face veneers) |
1250.0 |
|
| 10.1.6.b. (Tensile strength-direction at right angles to the grain direction of the face veneers) |
1250.0 |
|
| 10.1.7,Table 2(i)-3 (Static Bending Strength-Modulus of Elasticity (MOE)- Average-[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(i)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-3 (Static Bending Strength-Modulus of Elasticity (MOE) -Average-[Across -perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Across -perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(i)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(i)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Across -perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Across-Perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.8,Table 3(i)(a)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(i)(b)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(a)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Average(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(b)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Minimum Individual(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(i)(a)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Across the face grain)) |
750.0 |
|
| 10.1.8,Table 3(i)(b)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Across the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(a)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Average(Across the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(b)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Minimum Individual(Across the face grain)) |
750.0 |
|
| 10.1.9 (Retention of Preservative) |
3000.0 |
|
| 7 (Dimension) |
2000.0 |
|
| 8 (WORKMANSHIP AND FINISH) |
1000.0 |
|
| 10.1 (Moisture content) |
1000.0 |
|
| 10.1.2.1 (Glue Adhesion in Dry State-Glue shear strength) |
1500.0 |
|
| 10.1.2.2 (Glue Adhesion in Dry State-Adhesion of plies) |
500.0 |
|
| 10.1.3.1.1 (Resistance to Water Test-Glue shear strength) |
1500.0 |
|
| 10.1.3.1.2 Adhesion of plies (Resistance to Water Test -Adhesion of plies) |
1500.0 |
|
| 10.1.4 (Visual observation of sample-after 72 h boiling) |
1000.0 |
|
| 10.1.5 (Mycological Test-Visual inspection of separation at the edges of the veneers) |
1000.0 |
|
| 10.1.5.1 (Mycological Test-Glue shear strength) |
1250.0 |
|
| 10.1.5.2 (Mycological Test-Adhesion of plies) |
1250.0 |
|
| 10.1.6.a. (Tensile Strength-parallel to the grain direction of the face veneers) |
1250.0 |
|
| 10.1.6.b. (Tensile strength-direction at right angles to the grain direction of the face veneers) |
1250.0 |
|
| 10.1.7,Table 2(i)-3 (Static Bending Strength-Modulus of Elasticity (MOE)- Average-[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(i)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-3 (Static Bending Strength-Modulus of Elasticity (MOE) -Average-[Across -perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Across -perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(i)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(i)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Along -parallel to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Across -perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.7,Table 2(ii)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Across-Perpendicular to the grain direction of the face veneer]) |
750.0 |
|
| 10.1.8,Table 3(i)(a)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(i)(b)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(a)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Average(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(b)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Minimum Individual(Along the face grain)) |
750.0 |
|
| 10.1.8,Table 3(i)(a)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Across the face grain)) |
750.0 |
|
| 10.1.8,Table 3(i)(b)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Across the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(a)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Average(Across the face grain)) |
750.0 |
|
| 10.1.8,Table 3(ii)(b)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Minimum Individual(Across the face grain)) |
750.0 |
|
| 10.1.9 (Retention of Preservative) |
3000.0 |
|
|
| 602 |
IS/IEC 60571 (2012) - Railway applications-Electronic equipment used on rolling stock |
Railway applications-Electronic equipment used on rolling stock |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.2.11 (Salt Mist test at 35 (+/- 2) deg C for 96 hours
5 % Nacl solution) |
5000.0 |
|
|
| 603 |
IS 8944 (2005) - Chlorpyrifos, emulsifiable concentrates - Specification (First Revision) |
Chlorpyrifos, emulsifiable concentrates - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.3.2 (Acidity (as H2SO4)) |
1000.0 |
|
| 3.3.1 (Chlorpyrifos Content) |
4000.0 |
|
|
| 604 |
Coal - Coal |
Coal |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Moisture (air dried basis)) |
1200.0 |
|
| 2 (Volatile matter, percent by mass (air dried basis)) |
1200.0 |
|
| 3 (Ash content, percent by mass (air dried basis)) |
1200.0 |
|
| 4 (Gross calorific value (as received basis)) |
2000.0 |
|
| 5 (Gross Calorific value (Air dried Basis)) |
2000.0 |
|
| 6 (Ash content (as received basis)) |
1200.0 |
|
| 7 (Fixed Carbon (air dried basis)) |
1200.0 |
|
| 8 (Moisture % by mass, (as received basis)) |
1200.0 |
|
|
| 605 |
NTH ER CHEMICAL GENERAL LAB NOV 2022 (2022) - NTH ER CHEMICAL GENERAL LAB NOV 2022 |
NTH ER CHEMICAL GENERAL LAB NOV 2022 |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (PHYSICAL APPEARANCE) |
500.0 |
|
| 2 (SOLID CONTENT %) |
1200.0 |
|
| 3 (CHLORIDE CONTENT
(AS PER STANDARD TEST METHOD)) |
1200.0 |
|
| 4 (SPECIFIC GRAVITY) |
1200.0 |
|
|
| 606 |
RDSO Specification no. ETI/PSI/29(12/79) (1979) - Low Tension Distribution Panel for Railway AC Traction Sub-Station. |
Low Tension Distribution Panel for Railway AC Traction Sub-Station. |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.2(i) (Checking the wiring for correctness and continuity.) |
5000.0 |
|
| 6.2(ii) (Voltage test on the panels & the wiring for withstand voltage of 2000V(r.m.s) to earth for 1 minute.) |
10000.0 |
|
| 6.2(iii) (Insulation Resistance of the complete wiring) |
10000.0 |
|
|
| 607 |
Custom-22-ER-LM - Steel fibres (Glued hooked double end) |
Steel fibres (Glued hooked double end) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Fibre diameter) |
500.0 |
|
| 2 (Fibre length) |
500.0 |
|
| 3 (Length/Diameter Ratio) |
500.0 |
|
| 4 (Tensile strength) |
3000.0 |
|
| 5 (Manganese) |
1000.0 |
|
| 6 (Sulphur) |
1000.0 |
|
| 7 (Phosphorus) |
1000.0 |
|
| 8 (Silicon) |
1000.0 |
|
| 9 (Aluminium) |
1000.0 |
|
| 10 (Carbon) |
500.0 |
|
|
| 608 |
ASM Vol.11 (2002) - Failure Analysis and Prevention |
Failure Analysis and Prevention |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| ASM (Failure investigation of metallic components and suggestions to avoid re occurrence of the failure) |
50000.0 |
|
| ASM (Metalographic examination-Failure investigation (Minimum)) |
25000.0 |
|
|
| 609 |
Custom-21-ER-LM - Stud Shear Connector |
Stud Shear Connector |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Tensile Strength) |
3000.0 |
|
| 2 (Yield Stress) |
1000.0 |
|
| 3 (Elongation at Gauge length of 5.65√Area) |
1000.0 |
|
| 4 (Diameter of stud shear connector) |
500.0 |
|
| 5 (Length of Stud shear connector) |
500.0 |
|
| 6 (Carbon) |
1000.0 |
|
| 7 (Sulphur) |
1000.0 |
|
| 8 (Phosphorus) |
1000.0 |
|
| 9 (Manganese) |
1000.0 |
|
| 10 (Silicon) |
1000.0 |
|
|
| 610 |
Test of Silver Memento - Test of Silver Memento |
Test of Silver Memento |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Actual weight) |
1000.0 |
|
| 2 (Purity of Silver, percent by weight) |
2000.0 |
|
|
| 611 |
MOY/SCMI/36 (2001) - SPECIFICATION OF ACCURACY FOR A PRECISION CLINOMETER |
SPECIFICATION OF ACCURACY FOR A PRECISION CLINOMETER |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Angle) |
2000.0 |
|
|
| 612 |
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 |
No Record Found
|
|
| 613 |
ASTM C 881/C 881M – 02 - Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete |
Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| ASTM-C 881/C 881M – 02 Table 1 (Compressive strength (ASTM C 109)) |
4000.0 |
|
| ASTM-C 881/C 881M – 02 Table 1 (Bond strength(ASTM C 882)) |
4000.0 |
|
| ASTM-C 881/C 881M – 02 Table 1 (Flexure strength) |
4000.0 |
|
| ASTM-C 881/C 881M – 02 Table 1 (Tensile strength) |
4000.0 |
|
| - (Appearance) |
1000.0 |
|
| - (Pot life) |
1000.0 |
|
| - (Density) |
1000.0 |
|
|
| 614 |
1708 (1986) - Testing of Small Specimen of Timber |
Testing of Small Specimen of Timber |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 615 |
IS: 1708 (Parts 1 to 18) : 1986 - Methods of Testing of Small Clear Specimens of Timber [Extra] |
Methods of Testing of Small Clear Specimens of Timber |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Part 1,Clause 4 (Moisture Content) |
1000.0 |
|
| Part 2,Clause 4.1.a (Specific gravity) |
500.0 |
|
| Part 2,Clause 4.1.b (Adjusted specific gravity) |
500.0 |
|
| Part 5,Clause 4.2.ii (Equivalent fibre stress at maximum load ( modulus of rupture - M of R )) |
3000.0 |
|
| Part 5,Clause 4.2.iii (Modulus of elasticity ( M of E )) |
3000.0 |
|
| Part 8,Clause 4.1.ii (Compressive strength-Parallel to grain
[Compressive stress at maximum load]) |
1500.0 |
|
| Part 9,Clause 4.1.ii (Compressive strength-Perpendicular to grain
[Compressive stress at compression of 2.5 mm]) |
1500.0 |
|
|
| 616 |
CUSTOM/PAPER/2022 (2022) - CUSTOM/PAPER/2022 |
CUSTOM/PAPER/2022 |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (GSM of Inner page) |
1000.0 |
|
| 2.0 (GSM of Cover Page) |
1000.0 |
|
| 3.0 (Brightness) |
2000.0 |
|
| 4.0 (GSM) |
1000.0 |
|
| 5.0 (Stiffness(MD)) |
1000.0 |
|
| 6.0 (Stiffness(CD)) |
1000.0 |
|
| 7.0 (Stiffness(GM)) |
2000.0 |
|
| 8.0 (Dimension) |
1000.0 |
|
| 9.0 (GSM of Vinyl) |
1000.0 |
|
| 10.0 (Thickness of Vinyl) |
1000.0 |
|
| 11.0 (Thickness of Sunboard) |
1000.0 |
|
| 12.0 (Water Absorption (Klemm Method)) |
2000.0 |
|
| 13.0 (Opacity) |
2000.0 |
|
| 14 (Number of Pages) |
500.0 |
|
| 15.0 (Cobb Value 1 minute) |
2000.0 |
|
| 16.0 (Moisture Content) |
1000.0 |
|
| 17.0 (Burst Index) |
2000.0 |
|
| 18.0 (Ash Content) |
2000.0 |
|
|
| 617 |
IS 319 (2007) - Free cutting brass bars, rods and section - Specification (Fifth Revision) |
Free cutting brass bars, rods and section - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Copper) |
1200.0 |
|
| 8.1 (Lead) |
1200.0 |
|
| 8.1 (Iron) |
1200.0 |
|
| 8.1 (Zinc) |
1200.0 |
|
|
| 618 |
ASTM A312 (2016) - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes |
Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.2 (Hydrostatic Test as per ASTM A999/ A 999M) |
5000.0 |
|
| 7 (Manganese) |
500.0 |
|
| 7 (Phosphorus) |
500.0 |
|
| 7 (Sulfur) |
500.0 |
|
| 7 (Silicon) |
500.0 |
|
| 7 (Chromium) |
500.0 |
|
| 7 (Molybdenum) |
500.0 |
|
| 7 (Titanium) |
500.0 |
|
| 7 (Niobium) |
500.0 |
|
| 7 (Tantalum) |
500.0 |
|
| 7 (Nitrogen) |
500.0 |
|
| 7 (Vanadium) |
500.0 |
|
| 7 (Copper) |
500.0 |
|
| 7 (Cerium) |
500.0 |
|
| 7 (Boron) |
500.0 |
|
| 7 (Aluminium) |
500.0 |
|
| 7 (Nickel) |
500.0 |
|
| 9 (Wall Thickness, mm) |
1000.0 |
|
| 10 (Tensile Strength) |
1000.0 |
|
| 10 (Yield Strength) |
1000.0 |
|
| 10 (Elongation) |
1000.0 |
|
|
| 619 |
IS 14856 (2000) - Glass fibre reinforced plastic (GRP) panel type door shutters for internal use - Specification |
Glass fibre reinforced plastic (GRP) panel type door shutters for internal use - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10.1 (Fibre glass content) |
2000.0 |
|
| 10.1 (Tensile strength) |
2000.0 |
|
| 10.1 (Bending Strength) |
2000.0 |
|
| 10.1 (Elastic Modulus in bend) |
2000.0 |
|
| 10.1 (Water absorption) |
1000.0 |
|
| 10.1 (Fire retardancy) |
5000.0 |
|
|
| 620 |
IS 9886 (1990) - Mosquito nets – Specification (first revision) |
Mosquito nets – Specification (first revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.2 (Length) |
500.0 |
|
| 5.2 (Width) |
500.0 |
|
| 5.2 (Total height(Including bottom reinforcement piece)) |
500.0 |
|
| 5.2 (Height of bottom reinforcement piece) |
500.0 |
|
|
| 621 |
IS 14953 (2006) - Textiles – Polyester or polyamide mosquito nets – Specification (first revision) |
Textiles – Polyester or polyamide mosquito nets – Specification (first revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1 (Identification of Fabric) |
2000.0 |
|
| 3.1 (Denier) |
1000.0 |
|
| 3.2 (Width) |
500.0 |
|
| 3.2 (Mass) |
1000.0 |
|
| 3.2 (No. of holes along base plus bias within 6.25 sq.cm area) |
500.0 |
|
| 3.2 (Bursting Strength) |
2000.0 |
|
| 3.2 (pH value of aqueous extract(Cold Method)) |
1000.0 |
|
| 3.2 (Water Soluble Matter) |
1000.0 |
|
| 3.2 (Colour fastness to washing) |
2000.0 |
|
| 3.2 (Colour fastness to light) |
3000.0 |
|
| 5.2 (Length) |
500.0 |
|
| 5.2 (Overall height) |
500.0 |
|
| 5.2 (Height of reinforcement) |
500.0 |
|
| 5.5 (Flame Resistance) |
4000.0 |
|
|
| 622 |
Purity of Silver (Contact tip) - Purity of Silver (Contact tip) |
Purity of Silver (Contact tip) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Purity of Silver , percent by mass) |
2000.0 |
|
|
| 623 |
Custom specification- Purity of Silver (Contact tip) - Custom specification- Purity of Silver (Contact tip). |
Custom specification- Purity of Silver (Contact tip). |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Purity of Silver, percent by mass) |
2000.0 |
|
|
| 624 |
IS 2720 (Soil) (1987) - Method of Test for Soil. |
Method of Test for Soil. |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 625 |
IS 1875 (1992) - Carbon steel billets, blooms, slabs and bars for forgings - Specification (Fifth Revision) |
Carbon steel billets, blooms, slabs and bars for forgings - Specification (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Carbon) |
1000.0 |
|
| 6 (Silicon) |
1000.0 |
|
| 6 (Manganese) |
1200.0 |
|
| 6 (Sulphur) |
1000.0 |
|
| 6 (Phosphorus) |
1000.0 |
|
| 7 (Freedom from Defects) |
1000.0 |
|
| 8 (Dimension) |
1000.0 |
|
| 9.1 (Tensile Strength) |
1000.0 |
|
| 9.1 (Yield Strength) |
1000.0 |
|
| 9.1 (Elongation) |
1000.0 |
|
| 9.2 (Hardness) |
2000.0 |
|
|
| 626 |
IS 2720 - Methods of Tests for Soils |
Methods of Tests for Soils |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Grain size analysis- (IS 2720(Part 4):1985) |
5000.0 |
|
| 2 (Determination of Liquid limit-(IS 2720(Part 5):1985)) |
1000.0 |
|
| 3 (Determination of Plastic Limit(IS 2720(Part 5):1985)) |
1000.0 |
|
| 4 (Determination of Plasticity Index-(IS 2720(Part 5):1985)) |
1000.0 |
|
| 5 (Determination of Water Content-Dry density relation using light compaction (IS 2720(Part 7):1980)) |
5000.0 |
|
| 6 (Determination of Water Content-Dry density relation using heavy compaction (IS 2720(Part 8):1983)) |
5000.0 |
|
| 7 (Laboratory determination of CBR (IS 2720(Part 16):1987)) |
6000.0 |
|
| 8 (Determination of Uniformity coefficient(Cu): (IS 1498:1970)) |
1500.0 |
|
| 9 (Determination of Coefficient of Curvature(Cc): (IS 1498:1970)) |
1500.0 |
|
| 10 (Determination of Shrinkage limit (IS 2720(6)1972)) |
1000.0 |
|
| - (Bulk density) |
1000.0 |
|
| - (Void ratio) |
1000.0 |
|
| - (Type of Soil-Classification & Identification of Soil (IS 1498:1970)) |
2000.0 |
|
| - (Free swell index (Methods of test for soils: IS 2720 (Part 40) : 1977
Reviewed In : 2021)) |
2000.0 |
|
| - (Moisture content (IS:2720(Part 2):1973)) |
1000.0 |
|
| - (Organic matter- (IS 2720(22):1972)) |
1200.0 |
|
| - (Calcium carbonate) |
1200.0 |
|
| - (pH) |
1000.0 |
|
| - (Total Soluble sulphates) |
2000.0 |
|
|
| 627 |
Custom specification Overall migration testing - Custom specification Overall migration testing |
Custom specification Overall migration testing |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Overall migration) |
5000.0 |
|
|
| 628 |
Custom specification Overall migration testing - Custom specification Overall migration testing |
Custom specification Overall migration testing |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Overall Migration) |
5000.0 |
|
|
| 629 |
ND Custom 2 (2022) - Load Test of Saddle for Coil Transportation |
Load Test of Saddle for Coil Transportation |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Compressive Load Test at 30 Ton) |
5000.0 |
|
|
| 630 |
IEC:62561-7 (2011) - Lightning protection system components - Part 7: Requirements for earthing enhancing Compound. |
Lightning protection system components - Part 7: Requirements for earthing enhancing Compound. |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4 (Determination of Resistivity) |
20000.0 |
|
|
